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Replace roll up security doors at MCAS YUMA
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N6247319R3207
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Solicitation for replacement of security doors MCAS YUMA

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REQUEST FOR PROPOSAL FOR THE REPAIR OR REPACEMENT OF VARIOUS DOORS AT MCAS YUMA PER ATTACHED STATEMENT OF WORK

THIS IS A FIRM FIXED PRICED CONSTRUCTION AWARD UNDER FAR PART 15 CONTRACTING BY NEGOTIATION. NET 14 CALENDAR DAYS

FOR PAYMENT UNDER FAR 52.232..27

PER DFARS 236.204 THE MAGNITUDE OF THIS PROJECT IS BETWEEN $250,000 AND $500,000

THIS ACTION WILL BE PROCURED AS A SERVICE DISABLED VETERAN OWNED SMALL BUSINESS UNDER NAICS 238290 SET ASIDE

PSC CODE : Z2AZ

PROPOSALS ARE DUE BY WEDNESDAY, MARCH 20, 2019 BY 2 PM ARIZONA TIME

ROBERT L. PICH 928-269-2094

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

20-Feb-2019

(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

X

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

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______15 calendar days and complete it w ithin ________150 calendar days after receiving aw ard, notice to proceed. This performance period is mandatory, negotiable. (See _________________________

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 w ork required are due at the place specif ied in Item 8 by ___________ local time ______________20 Mar 2019 (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 of fers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

NAVFAC SOUTHWEST

YUMA ROICC/CODE ROPDY

MARINE CORPS AIR STATION YUMA

PO BOX 99129 BLDG 731

YUMA AZ 85369-9129

N62473

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

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

928-269-3557FAX:TEL: TEL: FAX:

N6247319R3206 111

A site walk is schedule for 9:00 AM Local time Thursday Feb 28, 2019 at NAVFAC FEAD 2878 Oneill Bld 888, southwest end of building, MCAS Yuma AZ 85369. Arrive 30 minutes prior with drivers license and vehicle registration to gain access to the base. POC is robert Pich at 928-269-2094.

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

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

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

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

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

See Item 14

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

30B. SIGNATURE

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

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

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

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

30C. DATE

(Type or print)

TEL: EMAIL:

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

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

N6247319R3206

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

WO 9011846 REPLACE DOORS ON STATION

FFP

CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,

EQUIPMENT, AND SUPERVISION TO COMPLETE THE

REPAIR/REPLACEMENT OF VARIOUS DOORS ON STATION AT MCAS

YUMA.

FOB: Destination

NET AMT

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 150 dys. ADC 1 NAVFAC SOUTHWEST

ROBERT L. PICH

YUMA ROICC/CODE ROPDY

MARINE CORPS AIR STATION YUMA

PO BOX 99129 BLDG 731

YUMA AZ 85369-9129

928-269-2094 FOB: Destination

N62473

Section 00 70 00 - Conditions of the Contract

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government

Section 00 73 00 - Supplementary Conditions

STATEMENT OF WORK

Statement of Work Repair and Replace heavy duty rolling steel service doors, security door and commercial entry doors throughout the

MCAS and CADC.

1. LOCATION:

The work is located at Marine Corps Air Station Yuma, Arizona.

2. DESCRIPTION:

The contractor shall provide all personnel, equipment, tools, materials, technical supervision and other items and services necessary to perform: inspection, abatement, installation and repair to all items within this SOW.

The contractor shall notify the Project Manager and building personnel before start of work and upon completion.

SCOPE OF WORK:

GENERAL:

a) Before beginning any work, the Contractor shall survey the site. Work shall not begin until the Contractor can provide assurance that the work can be executed the way the specifications have established the intent.

b) It is the contractor’s responsibility to survey the existing conditions to determine the materials, labor and equipment required to support this project. Any oversight or lack of survey will not justify a change order for the contractor.

c) Access to properties within the project limits shall be provided as necessary.

d) All locations must be secure at all times, no entrances shall be left open overnight or over days off and when contractor is not present or unless indicated otherwise by building occupants.

e) The project contractor shall have a minimum of at least five years’ experience with overhead doors.

f) All newly repair and or installed items shall be complete and useable upon completion of work.

g) The contractor shall cleanup work site and dispose of any discarded material off station per FAR 52.236-12 Cleaning Up).

9015043 – Bldg. 75 Repair Sensor:

a) The contractor shall remove and dispose of existing sensing device and all mechanical and electrical connections at room 2164 exterior door.

b) The contractor shall provide and install new monitored sensing device that will reverse the door upon contact with, or upon detecting an obstruction, during closing.

c) The contractor shall make all mechanical and electrical connection as required.

9006048 – Bldg. 76 Repair Sensor:

a) The contractor shall remove and dispose of existing sensing device and all mechanical and electrical connections at room 2134 exterior door.

b) The contractor shall provide and install new monitored sensing device that will reverse the door upon contact with, or upon detecting an obstruction, during closing.

c) The contractor shall make all mechanical and electrical connection as required.

8972985 – Bldg. 491 Replace Armory Door:

a) The contractor shall remove and dispose of (1) one exterior armory door; door opening is approximately 3.5’w x 7’ h.

b) The contractor shall make all necessary repairs and adjustments to the frames, doors, block, concrete, dry wall, paint, and any part of the building that might be damaged during the demo of the existing door and frames

c) The contractor shall provide and install new heavy duty armory door. The new heavy duty armory door shall be standard 1 3/4-inch thick (44mm), hollow metal, industrial-type construction with minimum 14-gauge (1.9 mm) skin plate thickness, internally reinforced vertically with continuous steel stiffeners spaced 6-inches (150 mm) maximum on center.

d) The new armory door shall include heavy duty commercial door closer; two heavy duty commercial barrel bolts to match existing; commercial deadbolt with door lever combo to match existing; glass lens door viewer.

e) The contractor shall coordinate with MCAS Yuma PMO before removing existing door and after installing new armory door.

f) The new armory door and existing door frame shall be prime and painted to match existing door.

9015213 – Bldg. 888 Remove and Replace Commercial Doors at Two Entries:

a) The contractor shall remove and dispose of (4) four double glass doors with sidelights and associated hardware at two entries; entrance opening is approximately 5.5’ w x 8’ h, south and east entrance.

b) The contractor shall make all necessary repairs and adjustments to the block, concrete, dry wall, paint, and any part of the building that might be damaged during the demo of the existing door and frames

c) The contractor shall provide and install (4) four new single commercial full glass doors with sidelights and transoms to include all associated hardware. New doors shall meet ADA and ASTM requirements.

d) The new glass doors shall include: commercial door closer; commercial deadbolts lockset; panic exit device; pull handle; Door Sweep with drip cap; flush mount frame; shatter resistance-safety glass. New lockset shall have a Schlage ”D” keyway heavy-duty commercial ANSI grade 1 entry lock with a IC zero bit cylinder.

e) The contractor shall weatherized new glass doors. The new doors, frames, sidelight and transoms shall be painted. The government shall make selection of color.

f) The contractor shall replace with new all lettering and signs from existing doors. This lettering and signs shall be able to withstand fading, harsh UV rays, heat, sunlight and desert environments.

g) The new sidelights and transoms shall be tinted, have UV protected glazing and be shatter resistance-safety glass.

8995726 – Bldg. 328 Remove and Replace Four Rolling Steel Service Doors:

a) The contractor shall remove (4) four vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 18’w x 10’ h. Doors location: #2, #3, #6 and #7.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall, paint, and any part of the building that might be damaged during the demo of the existing door.

c) The contractor shall provide and install (4) four new heavy duty rolling steel service doors and associated hardware, railing, and tracks.

d) The contractor shall repair or replace door frame using best trade practice. Frame shall be painted to match existing color.

e) The new heavy duty rolling steel service doors shall include: electric operator with connections; sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder coated and door frames shall be painted to match. The Government shall make selection of color.

f) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be manufactured by a firm with a minimum of five year experience. Material shall be Galvanized steel, Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit manufacturer’s recommended operation, troubleshooting, and maintenance instructions.

g) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered complete. Contractor shall ensure the equipment is in manufacturer recommended operation before acceptance.

8975291 – Bldg. 495 Remove and Replace One Rolling Steel Service Door:

a) The contractor shall remove (1) one vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 12’w x 11’ h. Door location: south bay.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall, paint, and any part of the building that might be damaged during the demo of the existing door.

c) The contractor shall provide and install (1) one new heavy duty rolling steel service doors and associated hardware, railing, and tracks.

d) The new heavy duty rolling steel service doors shall include: sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder coated and door frames shall be painted to match. The Government shall make selection of color.

e) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be manufactured by a firm with a minimum of five year experience. Material shall be Galvanized steel, Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit manufacturer’s recommended operation, troubleshooting, and maintenance instructions.

f) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered complete. Contractor shall ensure the equipment is in manufacturer recommended operation before acceptance.

8998021 – Bldg. 3211 Remove and Replace Two Rolling Steel Service Doors:

a) The contractor shall remove (2) two vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 10’w x 12’ h. Doors location: bay 1 and bay 2.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall, paint, and any part of the building that might be damaged during the demo of the existing door.

c) The contractor shall provide and install (2) two new heavy duty rolling steel service doors and associated hardware, railing, and tracks.

d) The new heavy duty rolling steel service doors shall include: sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder coated and the Government shall make selection of color.

e) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be

Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit

f) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered

8995737 – Bldg. 3231 Remove and Replace Two Rolling Steel Service Doors:

a) The contractor shall remove (2) two vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 10’w x 12’ h.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall,

c) The contractor shall provide and install (2) two new heavy duty rolling steel service doors and associated

d) The new heavy duty rolling steel service doors shall include: sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder

e) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be

Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit

f) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered

9000056 – Bldg. 3233 Remove and Replace One Rolling Steel Service Door:

a) The contractor shall remove (1) one vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 12’w x 12’ h.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall,

c) The contractor shall provide and install (1) one new heavy duty rolling steel service doors and associated

d) The contractor shall repair or replace door frame using best trade practice. Frame shall be painted to match existing color.

e) The new heavy duty rolling steel service doors shall include: sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder

f) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be

Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit

g) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered

8892383 – Bldg. 3235 Remove and Replace Two Rolling Steel Service Doors:

a) The contractor shall remove (2) two vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 12’w x 12’ h.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall,

c) The contractor shall provide and install (2) two new heavy duty rolling steel service doors and associated

d) The new heavy duty rolling steel service doors shall include: sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder

e) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be

Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit

f) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered

9001100 – Bldg. 3244 Remove and Replace One Rolling Steel Service Door:

a) The contractor shall remove (1) one vehicle rollup doors including hardware, railing, and tracks for each door. Doors opening is approximately 14’w x 14’ h. Door location: bay 5.

b) The contractor shall make all necessary repairs and adjustments to the frames, block, concrete, dry wall,

c) The contractor shall provide and install (1) one new heavy duty rolling steel service doors and associated

d) The new heavy duty rolling steel service doors shall include: sliding lock mechanism; high cycle option design for heavy use; safety break bearing; hood fable; manually controlled. The doors shall be powder

e) New heavy duty rolling service doors shall be weather sealed rolling service door. Rolling doors shall be

Structural Quality Grade C as per ASTM A 653/ A 653 M. Door shall include two roll formed steel angles which extend into guides, designed to reinforce curtain bottom and equip with vinyl weather-strip. Guides shall be designed using structural angles with a minimum thickness of 3/16”, minimum 1 ¼” slotted connections, and removable bellmouth curtain stops to allow for curtain maintenance without removal of guides. Bellmouth stops shall be flush with guide groove. Guides shall be fastened with minimum 3/8” bolts at minimum 24” o.c. equip with vinyl weather seals. Door support brackets and mounting plates shall be steel plate no less than 1/4” thick. Provide ball bearings at rotating support points and safety break bearing. Bolt plates to wall mounting angles with minimum 1/2" fasteners. Provide padlockable slide locks for latching and locking door on coil side bottom bar at each jamb extending into slots in guides. Provide padlockable chain keeper on guide for manual chain hoist. Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Submit

f) The contractor shall follow all manufacturer recommendations and requirements. The newly installed heavy duty rolling steel service doors shall be complete and useable before the project shall be considered

3. REFERENCES (AS REQUIRED):

Contractors shall follow all current versions of the references listed and contact the Project Manager if any clarification is needed.

a) NAVAIR 51-50AAA-2 (Change 2 – 1 September 2009) General Requirements for Marking

b) UFC – Unified Facilities Criteria 1-200-01 and 1-200-02 and all other applicable UFCs

c) EM 385-1-1 US Army Corps of Engineer Safety and Health Requirements Manual

d) NEC - National Electrical Code

e) NEMA - National Electrical Manufacturers Association

f) NFPA - National Fire Protection Association Standards

g) Manufacturer’s Recommendations

h) UFGS – Unified Facilities Guide Specifications (as modified in UFC 1-200-01)

i) IBC - International Building Code 2015 (as modified in UFC 1-200-01)

j) IEBC – International Existing Building Code 2015 (as modified in UFC 1-200-01)

k) International Mechanical Code 2015 (as modified in UFC 1-200-01)

l) International Plumbing Code 2015 (as modified in UFC 1-200-01)

m) International Residential Code 2015 (as modified in UFC 1-200-01)

n) ASHRAE Standard 90.1-2010 (as modified in UFC 1-200-02)

o) ASHRAE Standard 189.1-2011 (as modified in UFC 1-200-02)

4. SUBMITTALS:

Contractor shall submit all items listed below with the exception of those crossed through.

a) Schedule of Work

b) Contact Information for Project Manager/Site Supervisor (name/phone/email).

c) List of key personnel and phone numbers for all subcontractors.

d) Breakdown of Materials

e) Materials Safety Data Sheets (SDS)

f) Station Dig Permit and location of existing utilities.

g) Weekly Operations Risk Management (W.O.R.M)

h) Quality Control Plan to include applicable codes, standards and references

i) Site Specific Safety Plan with Job Hazardous Analysis with Accident Prevention Plan

j) FOD Plan (Airfield work only)

k) Preventive Maintenance Plan for any new installs (recommended by manufacturer)

l) Auto-CAD 2014, PDF format, Mylar 22”x34” and 11”x17”, of As-Built Drawings.

m) Contractor and Manufacturer Warranty information on all warranty items. Warranty information includes any warranty/manufacture requirements to maintain the warranty.

n) Summary spreadsheet in MS Excel format of all newly installed items. The contractor shall provide a summary spreadsheet and a CD copy of the following information:

Demo/Removed Equipment (Includes Meters and Valves): Type, Make, Model, Serial Number, Demo

Date, and Equipment Location.

Installed Equipment (Includes Meters and Valves): Type, Make, Model, Serial Number, Installation

Date, Warranty Start/End Date, and Equipment Location.

5. SPECIAL WORKING HOURS:

The Contractor will not be required to perform night and/or weekend work for this project.

6. BLUESTAKE:

Contractor shall verify all exiting underground utilities with the base surveyor at 928-269-6368, before any trenching or digging. If necessary, the Contractor will obtain a Dig Permit and have a signed copy with them at all times on the job site. Contractor shall provide a copy of the Dig Permit to the Project Manager. Contractor shall hand dig within five (5) feet of any building or structure while locating underground utilities. All marked utilities shall have a minimum variance of three (3) feet either side of marked lines. Hand digging for existing utilities, elevations and locations is required. The contractor shall read and follow all comments or instructions listed in the Dig Permit. The contractor is responsible for field verification, pot-holing and marking of utilities.

7. GOVERNMENT FURNISHED MATERIAL/EQUIPMENT:

a) N/A

8. PERIOD OF PERFORMANCE:

The work shall be completed no later than 60 calendar days after the date of award.

9. PERSONNEL CONTACTS:

(a) The Project Manager is: Gilberto Guzman Telephone number: (928) 269-2497 Working hours: 6:00 AM- 2:30 PM

(b) The Contract Specialist is: Jacqueline Carrera Telephone Number: (928) 269-6448

(c) The Contracting Officer is: Taz Belcher Telephone Number: (928) 269-2048

10. EXAMINATION OF PREMISES:

The Government representative conducting the site visit will not answer questions related to the project. Your questions regarding the site or the project must be in writing. We will provide Request for Information (RFI) forms, which you are to submit to the Contract Specialist.

11. INSPECTIONS AND APPROVAL:

All materials and workmanship shall be subject to the inspection and approval of the ET. All contractor furnished material shall be new. The contractor shall promptly correct defects to the satisfaction of the ET at the contractor’s expense. The contractor is to contact the ET to arrange for an inspection before completing work.

12. CONTRACTOR SUPERINTENDENT:

The contractor shall designate the superintendent by letter to have signature authority for the contract. In addition to regular duties, the superintendent shall perform the following duties:

(a) Ensure personnel, material, and equipment are available.

(b) Ensure Daily Reports are on time.

(c) Keep the ET informed of any conditions affecting the completion of work.

13. QUALITY CONTROL:

(a) Quality Control Plan or Contractor Inspection System is to be submitted and approved before beginning work.

(b) The contractor is responsible for the quality of work set forth in the contract documents.

(c) The Government is responsible to ensure the project conforms to the contract documents. The Government does not perform the contractor’s Quality Control.

(d) Perform your work in a skillful and workmanlike manner. FAR 52.236-5 Material and Workmanship.

14. DAMAGES:

The contractor shall repair at their own expense damages to existing facilities resulting from contractor's operation.

All repairs shall return facilities to original condition.

15. ACCIDENT NOTIFICATION:

Notify the Contracting Officer as soon as practical, but not later than four hours, after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000, or any weight handling equipment accident. Information shall include contractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (to include type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on site and Government investigation is conducted.” (Form provided at Pre-construction meeting)

16. WORK WEEK:

(a) Accomplish work during a normal workweek, Monday through Friday, (7:00 AM - 3:30 PM) unless the Contractor makes special arrangements through the ET.

(b) The contractor shall arrange his work in such a manner that will cause a no interference with normal operations within the area. Attention will be paid to operating in manner to not disturb the occupants of all work spaces and operations. Accommodations will be made to ensure the system remain operational in the Dispatch Center during construction, as indicated by the project manager.

17. SAFETY:

(a) The contractor shall conduct all work in a safe manner per all pertinent provisions of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, 385-1-1 of 15 September 2012 and shall comply with requirements described within this contract. The contractor shall provide all necessary safety equipment.

(b) Government personnel may stop any portion of the work for safety violations.

(c) The contractor shall:

1. Provide appropriate safety barricades, signs, and signal lights;

2. Take any additional measures the Contracting Officer determines to be reasonably necessary for safety.

(d) Before commencing work, the contractor shall meet with the Contracting Officer to discuss and develop mutual understandings concerning the contractor's administration of a Safety Program and a Quality Control Program. This meeting is typically scheduled at the pre-construction meeting.

(e) The Government may inspect the contractor's workspace for OSHA and Navy violations. Correction of violations shall be the responsibility of the contractor to include costs for cleanup and fines. If a complaint is filed the contractor shall assist inspectors.

(f) The contractor shall report, all accidents resulting in death, trauma, or occupational disease to the Contracting Officer on forms supplied by the Government within 24 hours of their occurrence.

(g) The contractor shall submit to the Contracting Officer a full report of damage to Government property and/or equipment by contractor employees within 24 hours of the occurrence.

(h) The contractor shall keep all job sites for which they are responsible clean at all times for safety and appearance.

(i) The contractor shall be responsible for its subcontractor's compliance with this clause.

18. SCHEDULE:

19. CORRESPONDENCE AND OFFICE PROCEDURES:

(a) Office address:

Facilities Engineering and Acquisition Division ATTN: Contract Specialist Box 99129 Building 888 Yuma, AZ 85369-9129

(b) Put the contract number and title on all correspondence to this office. Handwritten correspondence is acceptable.

Only one copy of general correspondence is required.

(c) Put hand carried correspondence (to be date stamped) in the box at the front counter of Building #888.

(d) Document all questions on the standard FEAD form "Request for Information" (RFI) and number the questions consecutively.

(e) No smoking is allowed in the building.

(f) Submit requests for after hours, weekend or holiday work in writing to the QAE at least two (2) working days in advance.

20. SUB-CONTRACTORS:

(a) Submit a list of key personnel and phone numbers for all subcontractors.

(b) The government holds the prime contractor responsible for the work and actions of his subcontractors.

(c) Submit Standard Forms 1413 for all subcontractors.

(d) All subcontracts shall include labor provisions and Buy American Act.

21. LIQUIDATED DAMAGES:

(a) If the contractor fails to complete the work within the time specified in the task order, or any extension, the contractor shall pay to the Government liquidated damages for each day of delay per FAR 52.211-12.

(b) If the Government terminates the contractor’s right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for final completion of the work together with any increased costs occasioned the Government in completing the work.

(c) If the Government does not terminate the contractor’s right to proceed, the resulting damage will consist of liquidated damages until the work is accepted.

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-6 Restrictions On Subcontractor Sales To The Government SEP 2006 52.203-7 Anti-Kickback Procedures MAY 2014 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or

Improper Activity

MAY 2014

52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity MAY 2014

52.203-11 Certification And Disclosure Regarding Payments To Influence Certain Federal Transactions

SEP 2007

52.203-12 Limitation On Payments To Influence Certain Federal Transactions

OCT 2010

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights

APR 2014

52.204-8 Annual Representations and Certifications OCT 2018 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.204-21 Basic Safeguarding of Covered Contractor Information Systems

JUN 2016

52.207-1 Notice Of Standard Competition MAY 2006 52.209-6 Protecting the Government's Interest When Subcontracting

With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.211-15 Defense Priority And Allocation Requirements APR 2008 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.219-7 Notice of Partial Small Business Set-Aside JUN 2003 52.219-7 (Dev) Notice of Partial Small Business Set-Aside (DEVIATION

2019-O0003).

DEC 2018

52.219-8 Utilization of Small Business Concerns OCT 2018 52.219-14 Limitations On Subcontracting JAN 2017 52.219-14 (Dev) Limitations on Subcontracting (DEVIATION 2019-O0003). DEC 2018 52.222-3 Convict Labor JUN 2003 52.222-4 Contract Work Hours and Safety Standards - Overtime

Compensation

MAY 2018

52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records AUG 2018 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate Requirements and

Related Regulations

MAY 2014

52.222-15 Certification of Eligibility MAY 2014 52.222-16 Approval of Wage Rates MAY 2014 52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-33 Notice of Requirement for Project labor Agreement MAY 2010 52.222-37 Employment Reports on Veterans FEB 2016 52.222-50 Combating Trafficking in Persons MAR 2015 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-6 Drug-Free Workplace MAY 2001 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.225-13 Restrictions on Certain Foreign Purchases JUN 2008

52.225-25 Prohibition on Contracting with Entities Engaging in Certain Activities or Transactions Relating to Iran-- Representation and Certifications.

AUG 2018

52.228-2 Additional Bond Security OCT 1997 52.228-5 Insurance - Work On A Government Installation JAN 1997 52.228-11 Pledges Of Assets AUG 2018 52.228-12 Prospective Subcontractor Requests for Bonds MAY 2014 52.228-15 Performance and Payment Bonds--Construction OCT 2010 52.229-3 Federal, State And Local Taxes FEB 2013 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-17 Interest MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-1 Alt I Disputes (May 2014) - Alternate I DEC 1991 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-15 Schedules for Construction Contracts APR 1984 52.236-17 Layout of Work APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.236-28 Preparation of Proposals--Construction OCT 1997 52.242-14 Suspension of Work APR 1984 52.243-4 Changes JUN 2007 52.244-6 Subcontracts for Commercial Items OCT 2018 52.246-12 Inspection of Construction AUG 1996 52.249-2 Termination For Convenience Of The Government (Fixed-

Price)

APR 2012

52.249-2 Alt I Termination for Convenience of the Government (Fixed- Price) (Apr 2012) - Alternate I

SEP 1996

52.249-10 Default (Fixed-Price Construction) APR 1984 52.253-1 Computer Generated Forms JAN 1991 252.201-7000 Contracting Officer's Representative DEC 1991 252.203-7001 Prohibition On Persons Convicted of Fraud or Other Defense-

Contract-Related Felonies

DEC 2008

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7003 Control Of Government Personnel Work Product APR 1992

252.209-7004 Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.223-7006 Prohibition On Storage, Treatment, and Disposal of Toxic or Hazardous Materials

SEP 2014

252.225-7048 Export-Controlled Items JUN 2013 252.227-7033 Rights in Shop Drawings APR 1966 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

JUN 2012

252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.236-7005 Airfield Safety Precautions DEC 1991 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012

CLAUSES INCORPORATED BY FULL TEXT

52.203-2 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION (APR 1985)

(a) The offeror certifies that --

(1) The prices in this offer have been arrived at independently, without, for the purpose of restricting competition, any consultation, communication, or agreement with any other offeror or competitor relating to –

(i) Those prices,

(ii) The intention to submit an offer, or

(iii) The methods of factors used to calculate the prices offered:

(2) The prices in this offer have not been and will not be knowingly disclosed by the offeror, directly or indirectly, to any other offeror or competitor before bid opening (in the case of a sealed bid solicitation) or contract award (in the case of a negotiated solicitation) unless otherwise required by law; and

(3) No attempt has been made or will be made by the offeror to induce any other concern to submit or not to submit an offer for the purpose of restricting competition.

(b) Each signature on the offer is considered to be a certification by the signatory that the signatory --

(1) Is the person in the offeror's organization responsible for determining the prices offered in this bid or proposal, and that the signatory has not participated and will not participate in any action contrary to subparagraphs (a)(1) through (a)(3) of this provision; or

(2) (i) Has been authorized, in writing, to act as agent for the following principals in certifying that those principals have not participated, and will not participate in any action contrary to subparagraphs (a)(1) through (a)(3) of this provison ______________________________________________________ (insert full name of person(s) in the offeror's organization responsible for determining the prices offered in this bid or proposal, and the title of his or her position in the offeror's organization);

(ii) As an authorized agent, does certify that the principals named in subdivision (b)(2)(i) above have not participated, and will not participate, in any action contrary to subparagraphs (a)(1) through (a)(3) above; and

(iii) As an agent, has not personally participated, and will not participate, in any action contrary to subparagraphs (a)(1) through (a)(3) of this provision.

(c) If the offeror deletes or modifies subparagraph (a)(2) of this provision, the offeror must furnish with its offer a signed statement setting forth in detail the circumstances of the disclosure.

(End of Provision)

52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (OCT 2018)

(a)(1) The North American Industry Classification System (NAICS) code for this acquisition is 238290.

(2) The small business size standard is $15,000,000.

(3) The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

(b)(1) If the provision at 52.204-7, System for Award Management, is included in this solicitation, paragraph (d) of this provision applies.

(2) If the provision at 52.204-7, System for Award Management, is not included in this solicitation, and the Offeror has an active registration in the System for Award Management (SAM), the Offeror may choose to use paragraph (d) of this provision instead of completing the corresponding individual representations and certifications in the solicitation. The Offeror shall indicate which option applies by checking one of the following boxes:

( ) Paragraph (d) applies.

( ) Paragraph (d) does not apply and the offeror has completed the individual representations and certifications in the solicitation.

(c) (1) The following representations or certifications in SAM are applicable to this solicitation as indicated:

(i) 52.203-2, Certificate of Independent Price Determination. This provision applies to solicitations when a firm-fixed-price contract or fixed-price contract with economic price adjustment is contemplated, unless—

(A) The acquisition is to be made under the simplified acquisition procedures in Part 13;

(B) The solicitation is a request for technical proposals under two-step sealed bidding procedures; or

(C) The solicitation is for utility services for which rates are set by law or regulation.

(ii) 52.203-11, Certification and Disclosure Regarding Payments to Influence Certain Federal Transactions. This provision applies to solicitations expected to exceed $150,000.

(iii) 52.203-18, Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements or Statements--Representation. This provision applies to all solicitations.

(iv) 52.204-3, Taxpayer Identification. This provision applies to solicitations that do not include the provision at 52.204-7, System for Award Management.

(v) 52.204-5, Women-Owned Business (Other Than Small Business). This provision applies to solicitations that—

(A) Are not set aside for small business concerns;

(B) Exceed the simplified acquisition threshold; and

(C) Are for contracts…

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