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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 in accordance with drawings, specifications and contract terms. The performance period is 605 calendar days, with work expected to start on November 15, 2020. The estimated price range for this procurement is between $5 million and $10 million. Offerors must have experience with similar projects of comparable size and scope at operational airports. Proposals are due by October 7, 2020 and must include details on past performance, financials, insurance, bonding, and subcontracting plans. The soliciting agency is the Department of Transportation Federal Aviation Administration Southwestern Region.

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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-gs09r-a001.pdf PDF
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
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Text version

o rd -d -d m e l-s .d g n

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M G re g o ry C

T R S p e n c e r

A

B

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8 7 6 5 4 3 2 1

H

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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

12"

2’-0"

PLAN VIEW

STAND DETAIL

MAST DETAIL

ASSEMBLED FOLD-OVER MAST

COUNTERWEIGHT DETAILS

3/16"

DRILL 13/16" Ø HOLES

IN C OF PLATES FOR

MOUNTING (TYP.)

3/16"

1/4

1/8

TYP.

SEE PLAN

1/4

TYP.

BORE HOLE THRU RECTANGULAR

TUBING & WELD IN SLEEVES

(TYP. 4 PLACES) SEE NOTE 8

1/8

DRILL 1/8" Ø HOLE

IN PLATE FOR DRAIN

HOLE

1/8

1/8

1/4"

TYP.

BORE HOLE THROUGH PIPE

TO INSTALL SLEEVES.

SEE NOTE 5

TYP.

1/4"

1/4"

L

9 1/2"

1010 12

(TYP 2 PLACES)

5"

1 1/2" (TYP)

VIEW

1" SEAMLESS

PIPE SLEEVE

1/4"

JUNCTION BOX

12"x12"x6" DEEP

GROUND CLAMP

FOUNDATION

CONCRETE

HOOK, S GALV. 1/4" SIZE STANDARD

STD. A36 STEEL1/4" THICK X 4" DIA. PLATE

STANDARD

(APPROX. 7’-6" & 11’)

DBL, LOOPED, 8/0 SIZE

CHAIN, STEEL GALV.

LENGTH VARIES

SCHEDULE 40 STEEL

PIPE SLEEVES

1" SEAMLESS

4 3/8" "U" BOLTS x 1-1/4" WIDE N/A

7’-6" LONG

STRUCTURAL TUBING, 1/4"

6" x 3" RECTANGULAR

GRADE B

STANDARD A500 STEEL

7 11’ LONG

1/2" x 2" BAR STOCK STANDARD A36 STEEL

8 1 1/4" THICK PLATE STANDARD A36 STEEL

SEE NOTES 5 AND 8

13" LONG (PIVOT)

10 4

NUTS AND WASHERS

5/8" ANCHOR BOLTS,

4 AND 7.

EACH BOLT. SEE NOTES

2 NUTS AND 2 WASHERS

28" LONG WITH 4" HOOK-

11 2

NUTS AND WASHERS

3/4" A307 BOLTS,

LENGTH. SEE NOTE 5.

5" LONG THREADED FULL

12 1 5/8" THICK PLATE STANDARD A36 STEEL

3 EACH

3 EACH

1/4" x 2’ x 6’ PLATE

1/4" x 2’ x 1’ PLATE

1/2" x 2’ x 1’ PLATE

STANDARD A36 STEEL

STANDARD A36 STEEL

STANDARD A36 STEEL

14 1 C3 X 6 X 2’ LONG CHANNEL STANDARD A36 STEEL

15 1

NUTS AND WASHERS

7/8" A325 BOLT,

SEE NOTES 5 AND 8

13" LONG

AND WASHERS

1" A325 BOLT, NUTS

16 1

10’-5 3/4" LENGTH

3-1/2" PIPE,

STANDARD STEEL

SCHEDULE 40

17 1

STANDARD STEEL

SCHEDULE 40

2" 45° TYPE SHAPED NIPPLE

LIST OF MATERIALS

LEGEND QUANTITY DESCRIPTION SOURCE

BORE STRAIGHT - IN 2"

HOLE, SMOOTH EDGES

& WELD 45° NIPPLE

OVER HOLE.

THREAD PIPE W/ 11 1/2

UNC-2A THREAD

1 1/16" LONG

DRILL 3/4" Ø HOLE

THRU PLATE (TYP

4 PLACES)

4" (TYP)

4" (TYP)

6" (TYP)

"4

24"

6 1/2" (TYP.)

1 1/2" (TYP)

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

TO JB

2-1/2" PVC COATED GRSC

COPPER GROUND

4/0 BARE #

COPPER GROUND

4/0 BARE #

IN PVC OR U-GUARD

2 GREEN#

TO SLEEVES

WELD PERPENDICULAR

CUT OFF THREADS AND

DUCT SEAL

1" SCH80 PVC

1.

2.

3.

4.

5.

6.

7.

8.

STAND TO 5/8" THICK PATE.

WELD 1/4" STEEL PLATES TO TUBING (TYPICAL 8 PLACES) AND WELD

TUBING. WELD 1/4" STEEL PLATE TO TOP AND BOTTOM OF TUBING.

WELD 1/2" x 2" BAR STOCK TO 2’-6" x 3" RECTANGULAR STEEL

TO PIVOT AND BE PINNED.

ALIGN SO THAT BOLTS WILL FIT THROUGH SLEEVES AND ALLOW MAST

3-1/2" PIPE AND REPEAT (TYPICAL 2 PLACES). ALL SLEEVES SHALL

SEAMLESS PIPE SLEEVES (TYPICAL 4 PLACES). BORE HOLE THROUGH

BORE HOLE THROUGH RECTANGULAR TUBING AND WELD IN 1"

ANCHOR BOLTS SHALL BE MADE TO CONFORM TO ASTM 325.

ALL HARDWARE SHALL BE STAINLESS STEEL.

ACCORDANCE WITH ASTM SPECIFICATION NO. A386.

STAND SHALL BE HOT-DIPPED GALVANIZED AFTER ASSEMBLY IN

SHALL ALSO BE FURNISHED WITH THE TOP 3" THREADED.

BUILD MAST. ADD JAM NUT FOR PIVOT POINT BOLT. ANCHOR BOLTS

FURNISH STAINLESS STEEL NUTS, BOLTS AND WASHERS REQUIRED TO

NOT USED.

PAINT OR ALUMINUM PAINT.

TOUCH-UP ALL WELDS WITH 2 COATS OF BRIGHT COLD-GALVANIZING

DISASSEMBLED. CRATE AND/OR PACKAGE PIECES FOR SHIPPING.

PIECES SHALL BE LEFT READY FOR SHIPPING WITH MAST SECTIONS

NOTES:

E D

M

IS

S

U E

D F

O R

NAVAIDS

IL

ORD-D-DME27L-S001

DME

CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO

o rd -d -d m e l-s .d g n

ENGINEERING SERVICES

DME - RUNWAY 9R - 27L

FOLD - OVER MAST DETAILS

10/31/2019 1898272

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

PROJECT ENGINEER

C O

N S

T R

U C

T

IO

N

MGR: ENGINEERING - CENTER A

2020-07-02T14:11:37-0500
RAFAEL CRAME
2020-07-09T16:03:13-0500
LUIS N DOMINGUEZ

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