Purchase of Mast Arms and Parts
| Agency: | Gwinnett County |
|---|---|
| State: | Georgia |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Apr 22, 2026 |
| Due Date: | Apr 29, 2026 |
| Solicitation No: | IWQ 1-04222026 INV |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Purchase of Mast Arms and Parts
Buyer Contact : michael.milstein@gwinnettcounty.com
Opening Date : 04/29/2026 03:00 PM EST
Attachment Preview
Date: April 22, 2026
Quote Number:
IWQ 1-04222026
Quotes Should Be
Received By: 4:00 P.M. on
April 29, 2026
Informal Written Quotations are being solicited from qualified suppliers for the following item(s). Informal Written Quotations may be returned via: Email:
michael.milstein@gwinnettcounty.com; Fax: 770-822-8728 or Gwinnett County Department of Financial Services, Purchasing Division, 75 Langley Drive,
Lawrenceville, Georgia, 30046, Attn: Michael Milstein.
DELIVERY FOB DESTINATION PREPAID AND ALLOWED TO: 620 Winder Hwy, Lawrenceville, GA 30045. Attn: Dustin Phillips.
ITEM # QTY.
DESCRIPTION
DELIVERY ARO
MANUF. & NO.
Unit Price
STEEL STRAIN POLE, TP IV W/ 40' MAST
1.
1 ARM, SMOOTH BLACK FINISH (GDOT
ITEM#639-3004)
STEEL STRAIN POLE, TP IV W/ 45' MAST
2.
1 ARM, SMOOTH BLACK FINISH (GDOT
ITEM#639-3004)
STEEL STRAIN POLE, TP IV W/ 50' MAST
3.
1 ARM, SMOOTH BLACK FINISH (GDOT
ITEM#639-3004)
STEEL STRAIN POLE, TP IV W/ 65' MAST
4.
1 ARM, SMOOTH BLACK FINISH (GDOT
ITEM#639-3004)
$
$
$
$
$
$
$
$
Quote Total $
*This does IWQ does not need installation services.
*Please provide materials that are in line with the GDOT current specifications.
*Price quote shall be for the pole, hardware, and anchor bolts.
Total Price
Company Name_____________________________________________________________________________________________________________________________________
IWQ 1-04222026
FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT MAY RESULT IN REJECTION OF BID.
QUOTE SCHEDULE CONTINUED
Page 2
Certification of Non-Collusion in Quote Preparation
Signature
Date
In compliance with the attached specifications, the undersigned offers and agrees, within ninety (90) days of the date of quote opening, to furnish any or all of the
items upon which prices are quoted, at the price set opposite each item, delivered to the designated point(s) within the time specified in the quote schedule. By
submission of this quote, I understand that Gwinnett County uses Electronic Payments for remittance of goods and services. Vendors should select their preferred
method of electronic payment upon notice of award. For more information on electronic payments, please refer to the Electronic Payment information in the
instructions to vendors.
Legal Business Name
Complete Address
Does your company currently have a location within Gwinnett County? Yes No
Representative Signature
Printed Name
Telephone Number
E-mail Address
IWQ 1-04222026
Page 3
FAILURE TO RETURN THIS PAGE AS PART OF YOUR QUOTE DOCUMENT MAY RESULT IN REJECTION OF QUOTE.
QUOTE SCHEDULE CONTINUED
REFERENCES
Gwinnett County requests a minimum of three (3) references where work of a similar size and scope has been completed.
Note: References should be customized for each project, rather than submitting the same set of references for every
project bid. The references listed should be of similar size and scope of the project being bid on. Do not submit a project
list in lieu of this form.
1.
Company Name
Brief Description of Project
Completion Date
Contract Amount $
Start Date
Contact Person
Telephone
E-Mail Address
2.
Company Name
Brief Description of Project
Completion Date
Contract Amount $
Contact Person
E-Mail Address
Start Date
Telephone
3.
Company Name
Brief Description of Project
Completion Date
Contract Amount $
Contact Person
E-Mail Address
Start Date
Telephone
Company Name
3/13/2026
$$
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11/05/2020
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PHASING DIAGRAM
INSTALL:
PEDESTAL POLE, 10 FT
LED COUNTDOWN PEDESTRIAN SIGNALS (P2)
INSTALL:
R3-7R SIGN
/01
0/2
/03
W 0/4
TYPE B PUSHBUTTON STATIONS:
ACCESSIBLE PEDESTRIAN DETECTION STATIONS
W
W
CONDUIT, NM,TP 2,2-2"(80LF)&1-1"(40 LF)
PULLBOX,TP 2
/05
/06
/07
W
/08
INSTALL:
STEEL STRAIN POLE,TP IV W/50' MAST ARM
(HOG MTN RD STA. 7+26.28, LT 37.4')
RADAR DETECTION SYSTEMS (RDS 2A/2B)
OMIT
W
OMIT OMIT
W
CONDUIT,NM,TP 2,3-2"(30LF)& 2-1"(20 LF)
INSTALL:
332L CABINET & BASE W/ UPS EXTENSION
2070LX CONTROLLER
UNINTERRUPTABLE POWER SUPPLY
WIRELESS SYSTEM, TYPE 4-CB
FIELD SWITCH, TYPE E-CB-1RU
ROUTE CAT-6 CABLE FROM CCTV TO SIGNAL CABINET
ROUTE CAT-6 CABLE FROM CVRSU TO SIGNAL CABINET
CONDUIT, NONMETAL, TP 2, 6-2" (60 LF)
& 3-1" (30 LF)
PULLBOX, TP 5
INSTALL:
PEDESTAL POLE, 5FT,
POWER DISCONNECT BOX
EXIST. R/W
POWEP RLSERVICE CONDUIT NM,TP3,1-2"(15 LF)
TO CABINET
INSTALL:
CONDUIT NM,TP3,1-2" (112LF)
IN 3"DIRECTIONAL BORE (112LF) TO
HOG
SPEED
L MI OMUINTTA=IN 40RM DPH
POWER DISCONNECT
PB
PB
SIGN A
RDS 4A/4B
R10-11B
D3-1(#2)
RDS 1/6A/6B
R1
INSTALL:
W3-3 SIGN W/ W16-8P (#1) SIGN
305' IN ADVANCE OF STOP BAR
INSTALL:
PULLBOX,TP2,ELEC
INSTALL:
POWER SERVICE CONDUIT,NM,TP3,1-2" (80LF) TO
IN 3" DIRECTIONAL BORE (80LF)
INSTALL (ON EXISTING POWER SOURCE):
RIGID RISER, 1-2" (30 LF)
PULLBOX, TP 2, ELEC
OVERHEAD STREET NAME SIGNS
R6A
6S
R6B
PB
EXIST. R/W
SIGN A
INSTALL:
CONDUIT,NM,TP 3,4-2"(360 LF)
IN 9" DIRECTIONAL BORE (90 LF)
ROUTE CAT-6 CABLE FROM CVRSU TO SIGNAL CABINET
ROUTE CAT-6 CABLE FROM CCTV TO SIGNAL CABINET
INSTALL:
PEDESTAL POLE, 10 FT
LED COUNTDOWN PEDESTRIAN SIGNALS (P6)
Hog Mountain Rd
TYPE B PUSHBUTTON STATIONS:
ACCESSIBLE PEDESTRIAN DETECTION STATIONS
D3-1 (#1)-2EA
108"X 18"
CONDUIT,NM,TP 2,2-2"(20LF)&1-1"(10 LF)
PULLBOX, TP 2
INSTALL:
STEEL STRAIN POLE,TP IV W/40' MAST ARM
Ham ilton MillPkw y
(HOG MTN RD STA. 471+36.36, RT 50.6')
RADAR DETECTION SYSTEMS (RDS 4A/4B)
D3-1 (#2)- 2EA
120" X 18"
CVRSU(SEE NOTE 4-5)
CONDUIT,NM,TP 2,4-2"(40 LF)& 2-1"(20 LF)
NOTES
1. CONTRACTOR SHALL VERIFY RADAR PLACEMENT WITH MANUFACTURER.
2. ALL POLES SHALL BE BLACK POWDER COATED.
3. ALL VEHICULAR AND PEDESTRIAN SIGNAL HOUSING EQUIPMENT SHALL
BE BLACK.
4. CONTRACTOR TO PROVIDE CVRSU TO TCC.
5. CONTRCTOR TO INSTALL CABLING FROM CVRSU TO SIGNAL CABINET.
6. EXISTING ADVANCED STOP SIGNS FROM ALL APPROACHES SHALL BE
REMOVED.
PULLBOX, TP 4S
INSTALL ON PROPOSED MAST ARM:
CCTV CAMERA SYSTEM, TYPE 1 (CAM 729) (1 EA)
CCTV MOUNTING ARM, TYPE 4 (J-HOOK) (1 EA)
CONNECTED VEHICLE ROAD SIDE UNIT(CVRSU)
ROUTE CAT-6 CABLE FROM CCTV TO SIGNAL CABINET
INSTALL:
CONDUIT,NM,TP 3,3-2"(330 LF)
IN 7" DIRECTIONAL BORE (110 LF)
P2
PB
2
2
2A
TYPE D
W.C RAMP
GA STD A3
R10-12A
PB
PB
P6
TYPE C
W.C RAMP
GA STD A3
4A
4
SIGNAL LEGEND
DETECTION LEGEND
PROPOSED
SIGNAL HEAD
EXISTING
SIGNAL HEAD
RELOCATED
SIGNAL HEAD
PROPOSED 4-SECTION
SIGNAL HEAD
PROPOSED 5-SECTION
(CLUSTER) SIGNAL HEAD
PEDESTRIAN
SIGNAL HEAD
PROPOSED VIRTUAL DETECTION ZONE
PROPOSED INDUCTIVE LOOP
PROPOSED VIDEO DETECTION CAMERA
PROPOSED MAGNETOMETER
PROPOSED RADAR
Gwinnett County
Department of Transportation
PROJECT NO.
M-1378-11
SHEET NO.
003
TOTAL
INSTALL:
W3-3 SIGN W/ W16-8P (#2) SIGN
LED SIGNAL HEADS WITH
PEDESTRIAN HEADS,LED 2" RETRO-REFLECTIVE BORDER ON BACKPLATE
305' IN ADVANCE OF STOP BAR
REMOVE
12"
12"
12"
12"
12"
EXISTING R3-8 (LANE CONTROL) SIGN
18"
300' STOP BAR
P LDO NOT DISTURB
P2,P3,P6
12"
12"
12"
12"
12"
INSTALL:
CONDUIT,NM,TP 3,3-2"(390 LF)
IN 7" DIRECTIONAL BORE (130 LF)
12"
12"
12"
G
12"
12"
INSTALL:
PEDESTAL POLE, 10 FT
LED COUNTDOWN PEDESTRIAN SIGNALS (P2,P3)
TYPE B PUSHBUTTON STATIONS:
ACCESSIBLE PEDESTRIAN DETECTION STATIONS
CONDUIT, NM,TP 2,2-2"(80LF)&1-1"(40 LF)
PULLBOX,TP 2
INSTALL:
STEEL STRAIN POLE,TP IV W/65' MAST ARM
(HOG MTN RD STA. 8+50.38, LT 41.5')
RADAR DETECTION SYSTEMS (RDS 3A/3B)
CONDUIT,NM,TP 2,3-2"(30LF)& 2-1"(20 LF)
PULLBOX, TP 4S
12"
1
12"
2A
3A
2,3,4,4S,6,6S
G
4A
INSTALL:
W3-3 SIGN W/ W16-8P (#1) SIGN
305' IN ADVANCE OF STOP BAR
4S
P2
PB
PB
P3
3A 3 3
TYPE C
W.C RAMP
GA STD A3
1
TYPE B
W.C RAMP
GA STD A3
6
6
P3
P6
PB
PB
PB
R2B
EXIST. R/W
SP HE OE GDMLOIUMNITTAI =N40 RDMPH
R2A
RDS 2A/2B
R10-12A
D3-1(#2)
PEDESTRIAN SIGNS
EXIST. R/W
INSTALL:
STEEL STRAIN POLE,TP IV W/45' MAST ARM
(HOG MTN RD STA. 8+50.38, RT 31.0')
RADAR DETECTION SYSTEMS (RDS 6A/6B)
CONDUIT,NM,TP 2,3-2"(30LF)&2-1"(20 LF)
PULLBOX, TP 4S
INSTALL:
PEDESTAL POLE, 10 FT
LED COUNTDOWN PEDESTRIAN SIGNALS (P3)
TYPE B PUSHBUTTON STATIONS:
ACCESSIBLE PEDESTRIAN DETECTION STATIONS
CONDUIT, NM,TP 2,2-2"(20LF)&1-1"(10 LF)
WARNING SIGNS
W3-3 (4EA)
36" X 36"
Hamilton MillPkwy
W16-8P (#1) (2EA)
42" X 8"
Hog Mountain Rd
W16-8P (#2) (2EA)
36" X 8"
START CROSSING
WATCH FOR
VEHICLES
DON'T START
FINISH CROSSING
FLASHING
IF STARTED
08 TIME REMAINING
TO FINISH CROSSING
TIMER
STEADY
DON'T CROSS
TO CROSS
PUSH BUTTON
START CROSSING
WATCH FOR
VEHICLES
DON'T START
FINISH CROSSING
FLASHING
IF STARTED
08 TIME REMAINING
TO FINISH CROSSING
TIMER
STEADY
DON'T CROSS
TO CROSS
PUSH BUTTON
R10-3E(L)
9" X 15"
R10-3E(R)
9" X 15"
SIGN A
PULLBOX,TP 2
DO NOT DISTURB
INSTALL:
PEDESTAL POLE, 10 FT
LED COUNTDOWN PEDESTRIAN SIGNALS (P6)
TYPE B PUSHBUTTON STATIONS:
ACCESSIBLE PEDESTRIAN DETECTION STATIONS
CONDUIT, NM,TP 2,2-2"(20LF)&1-1"(10 LF)
PULLBOX,TP 2
INSTALL:
6' X 40' RADAR DETECTION ZONE (TYP)
REGULATORY SIGNS
RIGHT LANE
MUST
TURN RIGHT
R3-7R
36" X 36"
R4-7
24" X 30"
R10-12A
36" X 36"
NO
TURN
ON RED
R10-11B
24" X 24"
R9-3BPL
R9-3BPL
18" X 12"
R9-3
18" X 18"
R9-3
18" X 18"
2' IN ADVANCE OF STOPBAR
INSTALL:
W3-3 SIGN W/ W16-8P (#2) SIGN
USE
R9-3BPR
CROSSWALK 18" X 12"
305' IN ADVANCE OF STOP BAR
REVISION DATES
SIGNAL PLANS
INSTALLATION #1 (GCDOT TS_834)
HOG MNT RD @ HAMILTON MILL PKWY
SCALE IN FEET
0
30
60
120
CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
DRAWING No.
27-0003
3/13/2026
$$
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M137811_27-0004.dgn
332 CABINET INPUT ASSIGNMENT
SLOT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
CHANNEL 1
TYPE
CARD
C1 PIN
FUNCTION
FIELD TERM
DET
RADAR
56
R1
TB2 1,2
DET
RADAR
39
R2A
TB2 5,6
DET
63
TB2 9,10
DET
47
TB4 1,2
UPPER INPUT FILE
DET
RADAR
58
R3A
TB4 5,6
DET
RADAR
41
R4A
TB4 9,10
DET
65
TB6 1,2
DET
49
TB6 5,6
DET
60
TB6 9,10
TBA
TBA
80
ADVANCE
DC
DC ISO
67
0/2 PED
TB8 4,6
DC
DC ISO
68
0/6 PED
TB8 7,9
DC
DC ISO
81
FLASH
N/C
CHANNEL 2
C1 PIN
FUNCTION
FIELD TERM
56
TB2 3,4
43
R2B
TB2 7,8
76
47
TB2 11,12
TB4 3,4
58
R3B
TB4 7,8
45
R4B
TB4 11,12
78
TB6 3,4
49
62
TB6 7,8
TB6 11,12
53
ENABLE
69
TB8 5,6
70
0 / 3 PED
TB8 8,9
82
STOP TIME
N/C
CHANNEL 1
TYPE
CARD
C1 PIN
FUNCTION
FIELD TERM
DET
55
TB3 1,2
DET
RADAR
40
R6A
TB3 5,6
DET
DET
DET
LOWER INPUT FILE
DET
DET
DET
DET
64
48
57
42
66
50
59
TB3 9,10
TB5 1,2
TB5 5,6
TB5 9,10
TB7 1,2
TB7 5,6
TB7 9,10
TBA
TBA
DC
DC
DC
54
71
EVA
TB9 4,6
72
EVB
TB9 7,9
51
RR 1
TB9 10,12
CHANNEL 2
C1 PIN
FUNCTION
FIELD TERM
55
TB3 3,4
44
R6B
TB3 7,8
77
48
TB3 11,12
TB5 3,4
57
46
79
50
61
TB5 7,8
TB5 11,12
TB7 3,4
TB7 7,8
TB7 11,12
75
SPARE 3
73
EVC
TB9 5,6
74
EVD
TB9 8,9
52
RR 2
TB9 11,12
NOTE: THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER FOR CORRECT INSTALLATION.
DETAILS OF OVERHEAD STREET NAME SIGNS
ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED.
Ham ilton MillPkw y
1.00
15.00
17.00
1.040.00
42.00
14.24
5.00
102.00
5.00
27.28
4.48
Hog Mountain Rd
1.0
15.0
17.0
4.0
1.0
17.5
5.0
43.0
90.0
D3-1 (#2)
5.0
11.1 4.4
GPLN-CE
11/05/2020
Gwinnett County
Department of Transportation
LIST OF MATERIALS
PROJECT NO.
M-1378-11
SHEET NO.
004
TOTAL
MATERIALS
CONTROLLER CABINET ASSEMBLIES
A. CONTROLLER UNIT, TYPE 2070LX
D. CABINET ASSEMBLY, MODEL 332L
F. SWITCH PACK
G. DC ISOLATOR
K. 2018 KCLIP CONFLICT MONITOR, EXTENDED FEATURES W/ MONITORKEY PROGRAMMING TOOL
L. AUXILIARY LOAD BAY
M. UNINTERRUPTABLE POWER SUPPLY
EXTERNALLY MOUNTED, CABINET (PER GDOT SPECIFICATIONS)
332 PREFABRICATED CONTROLLER CABINET BASE W/ UPS EXTENSION
PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT)
3 PAIR, 18 AWG
SIGNAL CABLE (14 AWG)
7 CONDUCTOR, PER 1000 FT.
ONE-WAY, 3-SECTION, 12" SIGNAL FACE LED - ALL BLACK HOUSING & FRONT, POLYCARBONATE , BLACK
ONE-WAY 3-SECTION, 12" SIGNAL FACE LED - FYA - ALL BLACK HOUSING & FRONT FRONT, POLYCARBONATE , BLACK
ONE-WAY, 4-SECTION, 12" SIGNAL FACE LED - FYA - ALL BLACK HOUSING & FRONT, POLYCARBONATE ,BLACK)
ONE-WAY, 4-SECTION, 12" SIGNAL FACE LED - RB,YB,GB,GA - ALL BLACK HOUSING & FRONT, POLYCARBONATE, BLACK
BACKPLATE FOR ONE-WAY, 3-SECTION SIGNAL HEAD, BLACK, PLASTIC W/2" RETROREFLECTOVE STRIP
BACKPLATE FOR ONE-WAY, 4-SECTION SIGNAL HEAD, BLACK, PLASTIC W/2" RETROREFLECTOVE STRIP
HARDWARE FOR MAST ARM MOUNTING
ONE-WAY, 1-SECTION, 18" LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, FULL HAND/MAN OVERLAP
PEDESTRIAN PUSH BUTTON STATION ASSEMBLY
9" x 15", W/SINGLE PUSH BUTTON ADAPTER FOR 4" DIA PEDESTRIAN POLE, ADJUSTABLE, BLACK
PEDESTRIAN PUSH BUTTON STATION ASSEMBLY
9" x 15", W/DOUBLE PUSH BUTTON ADAPTER FOR 4" DIA PEDESTRIAN POLE, ADJUSTABLE, BLACK
PEDESTRIAN PUSHBUTTON STATIONS, W/ BUTTONS & SIGNS
9" x 15", R10-3e, (L)EFT OR (R)IGHT, COUNTDOWN
5' PEDESTAL POLE & SQUARE BASE. BLACK POWDER COAT
10' PEDESTAL POLE & SQUARE BASE. BLACK POWDER COAT
PULLBOX, PB-2
CONDUIT, TP 2, 1"
CONDUIT, TP 2, 2"
R10-12A SIGN
R10-11B SIGN
R9-3
R9-3BPL
R9-3BPR
R3-7R
MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION
UNIT
EA
EA
EA
EA
EA
EA
EA
EA
REEL
REEL
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
LF
LF
EA
EA
EA
EA
EA
EA
LUMP
QUANTITY
1
1
13
3
1
1
1
1
3
3
10
1
1
1
11
2
11
6
4
1
6
1
5
5
160
320
2
1
4
2
2
2
LUMP
LIST OF MATERIALS IS "FOR INFORMATION ONLY" AND SHOULD BE VERIFIED BY THE CONTRACTOR.
PAY ITEMS
ITEM NO.
150-1000
636-1045
639-3004
639-3004
639-3004
639-3004
647-1000A
682-2110
682-2145
682-2150
682-6233
682-9950
682-9950
682-9950
926-5000
936-4000
936-4911
939-2325
937-6010
DESCRIPTION
TRAFFIC CONTROL
HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11
STEEL STRAIN POLE,TP IV,W/ 40' MAST ARM,BLACK POWDER COAT
STEEL STRAIN POLE,TP IV,W/ 45' MAST ARM,BLACK POWDER COAT
STEEL STRAIN POLE,TP IV,W/ 50' MAST ARM,BLACK POWDER COAT
STEEL STRAIN POLE,TP IV,W/ 65' MAST ARM,BLACK POWDER COAT
TRAFFIC SIGNAL INSTALLATION NO. 1
ELECTRICAL SERVICE POINT (AERIAL)
PULL BOX, TYPE 4S
PULLBOX, PB-5
CONDUIT, NONMETAL, TP 3, 2 IN
DIRECTIONAL BORE - 3 IN
DIRECTIONAL BORE - 7 IN
DIRECTIONAL BORE - 7 IN
CONNECTED VEHICLE ROADSIDE UNIT (CVRSU)
CCTV CAMERA SYSTEM, TP 1
CCTV MOUNTING ARM, TP 4 (J-HOOK)
FIELD SWITCH, TYPE E-CB-1RU
MICROWAVE RADAR DETECTION ASSEMBLY
GENERAL NOTES
1. EACH SIGN SHALL CONTAIN A MINIMUM OF (2) HANGERS OR BRACKETS.
2. SIGN LEGEND SHALL BE 8-IN. UPPER CASE & LOWER CASE SERIES
"D" LETTERS. ALL ARROWS SHALL BE 8-IN. TALL & 12-IN. LONG.
3. EACH SIGN SHALL CONTAIN 1 1/2-IN. RADII & 1-IN. BORDER.
4 EACH SIGN SHALL BE MADE OF ONE CONTINUOUS PIECE OF ALUMINUM.
5. SIGNS SHALL HAVE STANDARD REFLECTORIZED INTERSTATE GREEN
BACKGROUND WITH WHITE REFLECTORIZED LEGENDS, BORDERS AND
ARROWS.
6. MATERIAL SHALL BE 3M REFLECTIVE DIAMOND GRADE VIP 3990, OR
EQUIVALENT TYPE IX MATERIAL OR BETTER.
7. LOGO SHALL BE IN FULL COLOR WITH A DIAMETER OF 15".
8. FOR SIGNS THAT ARE 72-IN. OR GREATER THEY SHALL CONTAIN A
MINIMUM OF THREE (3) HANGERS OR BRACKETS.
9. THE CONTRACTOR SHALL CONTACT GWINNETT COUNTY DEPARTMENT OF
TRANSPORTATION'S SIGN SHOP AT 678-639-8800 FOR AN ELECTRONIC
FILE OF THE LOGO.
UNIT
LUMP
SF
EA
EA
EA
EA
LUMP
EA
EA
EA
LF
LF
LF
LF
EA
EA
EA
EA
EA
QUANTITY
LUMP
60
1
1
1
1
LUMP
1
4
1
1272
192
240
90
1
1
1
1
6
MAST ARM SIGN BRACKET (AG-0144)
SCALE IN FEET
0
30
60
120
REVISION DATES
SIGNAL PLANS
INPUT & MATERIALS (GCDOT TS_834)
HOG MNT RD @ HAMILTON MILL PKWY
CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
DRAWING No.
27-0004
This page summarizes the opportunity, including an overview and a preview of the attached documents.
* Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.
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See Also
Event ID Event Title Government Entity Start Date (ET) End Date (ET) PE-70760-NONST-2027-000000012
State Government of Georgia
Bid Due: 7/08/2026
Event ID Event Title Government Entity Start Date (ET) End Date (ET) PE-66850-NONST-2026-000000019
State Government of Georgia
Bid Due: 6/25/2026
Follow TMDE Calibration_W91RUS26QA033 Active Contract Opportunity Notice ID W91RUS26QA033 Related Notice Department/Ind. Agency
DEPT OF DEFENSE
Bid Due: 6/18/2026
Event ID Event Title Government Entity Start Date (ET) End Date (ET) PE-33561-NONST-2026-000000066
State Government of Georgia
Bid Due: 6/18/2026