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This solicitation is for construction services for the establishment of NAVAIDS facilities serving extended Runway 9R-27L at O'Hare International Airport in Chicago, Illinois. The contractor shall provide all labor, supervision, materials, and equipment to perform the project, including establishing NAVAIDS facilities, with an estimated price range between $5 million to $10 million. The performance period is 605 calendar days starting November 15, 2020. Interested firms must demonstrate experience with similar airport projects and must submit their offer with required documents by October 7, 2020 to the Federal Aviation Administration Southwestern Region contact via email. Eligible offerors must have an active SAM registration and meet insurance requirements.

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File Type Posted
697DCK-20-R-00436 - Amendment 0001.pdf PDF
ord-d-als09r-e009.pdf PDF
ord-d-gs09r-c004.pdf PDF
ord-d-als09r-m001.pdf PDF
ord-d-gs27l-c006.pdf PDF
ord-d-als27l-c007.pdf PDF
ord-d-ald09r-g024.pdf PDF
ord-d-ald09r-g015.pdf PDF
ord-d-gs27l-a001.pdf PDF
ord-d-ald09r-g008.pdf PDF
ord-d-gs27l-c003.pdf PDF
ord-d-als09r-e006.pdf PDF
ord-d-loc27l-c007.pdf PDF
ord-d-ald09r-g017.pdf PDF
ord-d-als27l-c006.pdf PDF
ord-d-als09r-c006.pdf PDF
ord-d-als27l-e006.pdf PDF
Attachment No. 12 - Required Checklist for Underground Storage Tank Installation.pdf PDF
ord-d-gs27l-e001.pdf PDF
ord-d-loc27l-c003.pdf PDF
ord-d-als09r-e005.pdf PDF
Attachment No. 20 - Past Performance Questionnaire.doc DOC document
ord-d-im09r-c001.pdf PDF
ord-d-als27l-e005.pdf PDF
ord-d-als27l-m002.pdf PDF
ord-d-als09r-e012.pdf PDF
ord-d-ald09r-g031.pdf PDF
ord-d-als09r-e008.pdf PDF
ord-d-gs27l-c004.pdf PDF
ord-d-ald09r-g004.pdf PDF
ord-d-gs09r-c005.pdf PDF
ord-d-als27l-m003.pdf PDF
ord-d-als09r-c011.pdf PDF
ord-d-als09r-m004.pdf PDF
ord-d-loc09r-c003.pdf PDF
ord-d-ald09r-g022.pdf PDF
ord-d-gs27l-c005.pdf PDF
Attachment No. 18 - Contract Insurance Requirements - Chicago Department of Aviation.pdf PDF
ord-d-als27l-c012.pdf PDF
Attachment No. 02 - Special Specifications.pdf PDF
ord-d-ald09r-g014.pdf PDF
Attachment No. 14 - Ground Resistance Testing Form.xlsx XLSX spreadsheet
ord-d-ald09r-g002.pdf PDF
ord-d-als27l-c014.pdf PDF
Attachment No. 19 - Small Business Subcontracting Plan - 697DCK-20-R-00436.pdf PDF
697DCK-20-R-00436.pdf PDF
ord-d-loc27l-c004.pdf PDF
ord-d-loc09r-c002.pdf PDF
ord-d-als09r-e013-1.pdf PDF
Attachment No. 04 - Section L-110 - Installation of Airport Underground Electrical Duct.pdf PDF
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NOTES:

5.

6.

7.

8.

9.

10.

11.

12.

1.

2.

3.

4.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

1.

2.

3.

4.

5. 10 PSFMECHANICAL ALLOWANCE:

30 PSF (COMPONENTS)WIND LOAD:

25 PSF (MWFRS)WIND LOAD:

30 PSFSNOW LOAD:

150 PSFFLOOR LIVE LOAD:

fY = 60 KSI (EPOXY COATED)REINFORCEMENT:

f ’C = 3,000 PSI @ 28 DAYSCONCRETE:

DESIGN CRITERIA

SEE ORD-D-ALD09R-G031 FOR WING WALL.

RODENT/INSECT/WATER PROOF INSTALLATION.

SIDING DETAILS, ETC. STRICT ATTENTION SHALL BE PAID TO PROVIDE A

SHOWING HOW HE SHALL ACCOMPLICH THE CORNERS WITH J-CHANNEL AND

CONTRACTOR TO MOCK UP ONE WALL PRIOR TO CONSTRUCTING SHELTER,

COORDINATE BUILDING NUMBER AND EXACT LOCATION WITH THE FAA R.E.

SIDE OF THE BUILDING DENOTING THE FIRE DEPARTMENT BUILDING NUMBER.

CONTRACTOR SHALL PROVIDE AND INSTALL A SIGN ON THE ROAD FACING

WITH FAA RESIDENT ENGINEER.

THE FAA LOGO. COORDINATE SIGN SIZE, COLORING AND ROOM DESIGNATIONS

EQUIPMENT ROOM. THE SIGN SHALL INCLUDE A COLOR REPRESENTATION OF

THAT DESIGNATES THE ROOM’S USE, I.E., GENERATOR ROOM, LOCALIZER ROOM,

CONTRACTOR SHALL PROVIDE AND INSTALL A SIGN ON EACH EXTERIOR DOOR

DOOR. THE STAMP OR LABEL SHALL NOT BE PAINTED OVER.

INDICATED BY A STAMP OR METAL LABEL VISIBLE WHEN OPENING THE

DOORS AND DOOR FRAMES SHALL BE FIRE RATED. FIRE RATING SHALL BE

AS WELL AS AN EXTERIOR DOOR SWEEP WITH TRIM.

A TOE KICK SHALL BE PROVIDED ON THE INTERIOR SIDE OF THE DOOR,

FACTORY PAINTED TO MATCH SIDING.

SCREWS FASTENING SIDING TO STRUCTURE SHALL BE STAINLESS STEEL,

FOR LIGHTNING PROTECTION REQUIREMENTS SEE SHEET STD-D-LTNGPROT-E01.

REQUIRED BY THE FAA R.E.

BEARING BENEATH THE FOUNDATION TO A DEPTH OF 3’ MIN. OR DEPTH AS

FOUNDATION SHALL BE 3.0 KSF. THE CONTRACTOR QC MUST VERIFY

THE REQUIRED MINIMUM BEARING CAPACITY ON SUBGRADE BENEATH THE

MANUFACTURER.

DECORATIVE END CAP OR COVER APPROVED BY THE ROOFING

EXPOSED ENDS OF STANDING SEAMS SHALL BE CAPPED WITH A

WITH EXTERIOR GRADE SILICONE SEALER. COLOR SHALL BE WHITE.

CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH BUILDING WALLS

SUBSTITUTIONS PER SPECIAL SPECIFICATIONS.

LIST OF MATERIAL AND AN INSTALLATION INSTRUCTION BOOK. SUBMIT

MATERIAL SHALL BE PROVIDED BY THE MANUFACTURER WITH A DETAILED

AS A COMPLETE SYSTEM, WITH WARRANTY, PER SPECIAL SPECIFICATIONS.

FASCIA, AND TRIM SYSTEM SHALL BE FABRICATED BY ONE MANUFACTURER

STANDING SEAM METAL ROOFING PANELS, SIDING PANELS, AND SOFFIT,

DRAWINGS FOR SUBSTITUTION.

FABRAL MEETS SPECIFICATIONS. COLOR SHALL BE WHITE. PROVIDE SHOP

FACTORY FINISH. POSI-LOCK METAL SOFFIT AND FASCIA SYSTEM FROM

FASTENERS, CONTINUOUSLY VENTED, AND 20 YEAR WARRANTY ON

SOFFIT AND FASCIA MATERIAL SHALL BE ALUMINIUM WITH HIDDEN

24.

FORM CONCRETE)

(DO NOT USE TO

INSULATION

2" RIGID FOAM

NOTE 1

FLOOR PER

FINISHED

WHITE STEEL FASCIA

FIBERGLASS BATT INSULATION,

R-19 IN WALLS, R-30 ABOVE CEILING

AIR AND WATER INFILTRATION BARRIER,

1/2" THICK O.S.B. SHEATHING PER NOTE 3

STEEL STANDING SEAM

SIDING.

BARRIER

6 MIL VAPOR

CRUSHED ROCK

COMPACTED

12" DEPTH

6 X 6 X 6/6 WWF

6 MIL POLYETHYLENE

VAPOR BARRIER

BARS CONTINUOUS

AROUND PERIMETER

1’-6"

TYP

1’-6"

TYP

8"

3" (TYP.)

1%

8" 8"8"

TYVEK COMMERICALWRAP MEETS SPECIFICATIONS

CONTINUOUSLY VENTED

2 X 6 STUD GRADE WALL 16" O.C.

1’-5"

" 5

CL

SPACED @ 16" O.C.

RAFTERS, AND JOISTS

2 X 6 STUD GRADE,

OPENING

17" X 10" HVAC RETURN

OVER FOUNDATION 2"

OVERLAP SHEATHING

(NOT CHAMFERED)

CONCRETE FOUNDATION

CONSTRUCT REINFORCED

IMPROVEMENT

PROPOSED SURFACE

SEE CIVIL PLANS FOR

REPRESENTATIVES

BY FAA INSTALLATION

FURNISHED AND INSTALLED

FLIGHT CHECK ANTENNA

ENTERING DOOR INTERIOR.

OF DOOR TO PREVENT MOISTURE FROM

SEAL HOLES AT TOP AND BOTTOM

FIRE-RATED DOOR PER SPECIFICATIONS.

HOLLOW CORE INSULATED METAL

FIRE RATED FRAME FOR 3’-0" X 6’-8"

TIE, MODEL H2 MEETS SPECIFICATIONS

DOUBLE TOP WALL PLATES. SIMPSON STRONG

THE RAFTER AND CEILING JOISTS TO THE

18 GA GALVANIZED TIE CONNECTOR. ANCHOR

DOUBLE 2" X 6" STUD GRADE HEADER PLATES.

CAT. NO. LCD-3, PART NO. 19040

ENVIRONMENTAL TECHNOLOGY, INC.

AUTOMATIC DEICING CONTROLLER,

PER SPECIFICATIONS

CONTINUOUS RIDGE VENT

(TYPICAL)

RAFTER

DOUBLE

TRUSS FRAMING

GRADE LADDER

2" X 6" STUD

(OSB) SHEATHING.

STRAND BOARD

3/4" ORIENTED

LEFT SIDE ELEVATION

FRONT ELEVATION

ROOF PLAN

7’-10 1/4"

17’-0 1/2"

7’-10 1/4"

3" (TYP)

5’-10 1/4" 5’-10 1/4"

13’-0 1/2"

3" (TYP) 3" (TYP)

2’-0" 2’-0"

29 3/4"

1/2" X 18" J-BOLT

AT 12" O.C. (TYPICAL)

4 L-BARS 2’-0" X 2’-0" #

5 REINFORCEMENT #2-

EACH WAY

4 @ 12" O.C. #

2’-0"

2 1/2" ASPHALT (BASE)

1 1/2" ASPHALT (FINISH)

(EACH FACE)

#4 BENT BARS

ROOF

SEAM STEEL

STANDING

MODIFIED PROCTOR (ASTM 1557)

ROCK CA-6. COMPACTED TO 95%

12" (MIN) COMPACTED CRUSHED

2’-0"

LB CONDULET

1" GRSC WITH LCD-8

WWF REINFORCEMENT

PAD WITH 6" X 6" X 6/6

4’ X 4’ X 11 1/2" CONCRETE

SUPPORT CONCRETE STOOP

8" THICK WING WALL TO

E D

M

IS

S

U E

D F

O R

NAVAIDS

IL

LKN

10/31/2019 1898272

ORD-D-GS09R-A001

C O

N S

T R

U C

T

IO

N

ENGINEERING SERVICES

GS

GLIDE SLOPE - RUNWAY 9R

FOUNDATION AND FRAMING DETAILS

12’ X 16’ EQUIPMENT SHELTER

CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO

PROJECT ENGINEER MGR: ENGINEERING

o rd -d -g s r-a .d g n

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

CONTINUOUS WHITE ALUMINIUM SOFFIT

COURSE BITUMINOUS ASPHALT

AND 1 1/2" COMPACTED FINISH

COMPACTED DEPTH COURSE

OVER GEOTEXTILE PLACE 1 1/2"

(ASTM D1557) COMPACTED

TO 95% MODIFIED PROCTOR

6" MIN CA-6 COMPACTED

SPECIFICATIONS

PROTECTO CORP. MEETS

3/8" SILL SEALER STRIP,

SHEATHING

INTERIOR PLYWOOD

BOARD 3/4" OVER

5/8"TYPE X GYPSUM

BY CONTRACTOR

SUPPORT INSTALLED

1 1/4" ANTENNA

INSTALL BETWEEN EACH RAFTER.

STYROFOAM VENT BAFFLE.

BE WHITE.

PANEL. PROVIDE SHOP DRAWINGS FOR SUBSTITUTION. COLOR SHALL

COMBINATION STEEL AND NEOPRENE WASHER WITH COLOR TO MATCH

SHEATHING USING STAINLESS STEEL SCREWS WITH A NO. 14 X 1"

FROM FABRAL MEETS SPECIFICATIONS. PANELS SHALL BE FASTENED TO

FADE AND CHALK WARRANTY. MIGHTI-RIB PBR METAL SIDING SYSTEM

10-YEAR WARRANTY AGAINST EDGE RUST AND ACID RAIN, AND 30-YEAR

STEEL, EXPOSED FASTENERS, LIFETIME FILM INTEGRITY WARRANTY.

STRUCTURAL EXPOSED FASTENER WALL SYSTEM, 26 GA., GRADE 80 KSI

AND MOISTURE INFILTRATION.

SEAL BUILDING CORNERS AND DOOR FRAME TO PREVENT RODENT

ENTIRE ROOF.

AND 30 LB. FELT. INSTALL ICE AND WATER SHIELD OVER

WHITE. PANELS SHALL BE INSTALLED OVER 3/4" SHEATHING

ROOFING SYSTEMS MEETS SPECIFICATIONS. COLOR SHALL BE

ROOFING (16" COVERAGE) FROM FABRAL METAL WALL AND

WARRANTY ON ROOFING MATERIAL. SLIM SEAM METAL

STEEL, 20 YEAR WARRANTY ON FACTORY FINISH, LIFETIME

STANDING SEAM METAL ROOFING SYSTEM, 24 GA., GRADE 40

REFER TO HVAC MANUFACTURER’S FRAMING REQUIREMENTS.

PAINT. REFER TO DOOR MANUFACTURER’S FINISHING INSTRUCTIONS.

PAINT DOOR AND FRAME LIGHT GRAY USING EXTERIOR LATEX

SETS THAT ACCEPT BEST CORP. CORES.

CORPORATION LOCK SETS WILL BE PERMITTED FOR LOCK

35H-7-F-3-J-626-LHRB. SUBSTITUTIONS FOR BEST LOCK

DOOR, 3’-0" X 6’-8" X 1 3/4", WITH BEST LOCK SET

DOOR SHALL BE A HOLLOW METAL INSULATED EXTERIOR

ANCHORS 3’ O.C. MAX. AROUND PERIMETER.

SECURE WALLS TO FOUNDATION USING 1/2" X 18" J-BOLT

EACH STUD USING RING-SHANK NAILS SPACED 16" O.C.

STRAND BOARD (OSB) SHEATHING. SECURE PLYWOOD TO

EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" ORIENTED

INTERIOR SURFACES SHALL BE MADE SMOOTH AND PAINTED WHITE.

SHEATHING.

APPLY 5/8" TYPE X DRYWALL OVER THE INTERIOR PLYWOOD

BE FIRE RETARDANT TREATED (FRT) PLYWOOD.

WOOD SCREWS SPACED 16" O.C. . ALL PLYWOOD SHALL

OF THE STUDS. SECURE PLYWOOD TO EACH STUD USING

APPLY 3/4" PLYWOOD SHEATHING OVER INTERIOR SIDE

2-COAT GRAY, SATIN, WITH NON-SKID, NON-SLIP ADDITIVE.

UTILIZE A TWO PART EPOXY TYPE FLOOR COVERING,

CONCRETE FLOOR SLAB SHALL BE SEALED AS FOLLOWS:

EDGE ALL SIDES

GALVANIZED DRIP

o rd -d -g s r-a .d g n

/2

/2

:3

:3

P

M G re g o ry C

T R S p e n c e r

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

DATE

REDLINE

APVD

A

2020-07-02T14:12:07-0500
RAFAEL CRAME
2020-07-09T16:03:56-0500
LUIS N DOMINGUEZ

File details come from the government source that posted it. Updated .