Project Information

Bid Title

Opens March 31 ? EV Charging Facility Project ? Plan Drawings

Issuing Agency

Effingham city

Location

Illinois

Published Date

Mar 2, 2026

Closing Date

Mar 31, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

Opens March 31 – EV Charging Facility Project – Plan Drawings Public Works bids

Posted on March 2, 2026

Download

Attachment Preview

BM #1

Concrete

CP #1

Concrete

596.5

Rock

Cleanout

Fence

TO BE PLUGGED AND

ABANDONED

597.0

T

Inlet, T1F, OL

Top\Rim=595.51

S

Asphalt

Exist. 1¼" PE Gas Main

E

Fiber Handhole E

597.5

CP #2

Sanitary MH

Top\Rim=595.83

Exist. 10" Watermain

Fiber Handhole

UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED

FROM AVAILABLE SURVEYS, RECORDS AND INFORMATION, AND, THEREFORE DO

NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE, NON-EXISTENCE, SIZE,

TYPE, NUMBER, OR LOCATION OF THESE FACILITIES, STRUCTURES AND

UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

ACTUAL LOCATION OF ALL UNDERGROUND FACILITIES, STRUCTURES, AND

UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS. THE

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES SHALL BE LOCATED IN

THE FIELD PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF

IMPROVEMENTS. THESE PROVISIONS SHALL IN NO WAY ABSOLVE ANY PARTY

FROM COMPLYING WITH THE UNDERGROUND FACILITY SAFETY AND DAMAGE

PREVENTION ACT. CONTRACTOR MUST CONTACT J.U.L.I.E. 48 HOURS PRIOR TO

THE BEGINNING OF CONSTRUCTION.

CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY HIS/HER

ACTIVITIES. ALL WORK REQUIRED TO PERMANENTLY REPAIR THE UTILITY TO THE

ENGINEER'S SATISFACTION SHALL BE AT THE CONTRACTORS EXPENSE.

CONTRACTOR SHALL POTHOLE ALL LOCATIONS WHERE PROPOSED UTILITIES, OR

DRAINAGE IMPROVEMENTS ( DITCHES, SWALES, OUTFLOW STRUCTURES) THAT

WILL CROSS EXISTING UTILITIES TO VERIFY THERE WILL NOT BE A CONFLICT.

IF A CONFLICT IS FOUND THE CONTRACTOR SHALL CONTACT THE ENGINEER.

R

Know what's below.

Callbefore you dig.

DESIGN STAGE J.U.L.I.E. TICKET NUMBER

Ticket No:

A253162466

596.5

Cleanout

597.0

Fence

TO BE PLUGGED AND

ABANDONED

Exist. 1¼" PE Gas Main

597.5

SITE

LOCATION

LOCATION MAP

INDEX OF SHEETS

1

EXISTING TOPOGRAPHY SHEET

2

SITE PLAN SHEET

3

ELECTRICAL PLAN

EV CHARGING STATION DETAILS

FO

S

LEGEND

IRON PIN FOUND

TREE (DECIDUOUS)

TREE (CONIFER)

FIRE HYDRANT

WATER METER

WATER MAIN (EXISTING)

VALVE (GAS OR WATER)

TELEPHONE CABLE (EXISTING)

FIBER OPTIC POLE

FIBER OPTIC CABLE (EXISTING)

POWER POLE

POWER POLE w/LIGHT

GUY ANCHOR

OVERHEAD ELECTRIC (EXISTING)

UNDERGROUND ELECTRIC (EXISTING)

SANITARY SEWER MANHOLE (EXISTING)

SANITARY SEWER (EXISTING)

STORM SEWER MANHOLE (EXISTING)

STORM SEWER INLET (EXISTING)

STORM SEWER (EXISTING)

CONTROL POINTS

Point # Northing Easting Elevation Description

1 893822.30 923830.66 596.89 Iron Pin (CP #1)

2 893742.05 923801.00 596.80 Iron Pin (CP #2)

3 893845.30 923897.04 596.66

BM #1

0 5 10

Contour Interval = 1'

Referenced to the Illinois State Plane Coordinate

System East Zone Datum of NAD83(2011) Epoch

2010.00 ORTHO HEIGHT: NAVD 88(GEOID12B)

SHEET #

1 OF 3

JOB #

25011

BM #1

596.22

Concrete

P.C.C. PAVEMENT, 6" (286 SY)

596.85

CP #1

596.29

596.30

596.52

597.35(SW)

596.95

596.31

596.32

597.42(SW)

596.97

Concrete

596.31

596.31

596.34

596.38

Rock

597.01

597.51(SW)

20'

Fence

P.C.C. SIDEWALK, 4" (241 SF)

5'

3'

BUFFER \ LANDSCAPE AREA

(SEE NOTE 15)

597.18

597.42(SW)

596.42

T

596.79

CONCRETE FOUNDATION (12 CY)

SEE DETAIL "A"

597.39

Inlet, T1F, OL

Top\Rim=595.51

S

Exist. 1¼" PE Gas Main

597.16

Asphalt 597.66(SW)

597.74(SW)

E

BOLLARD (4 EACH)

Fiber Handhole E

CP #2

Sanitary MH

Top\Rim=595.83

Exist. 10" Watermain

Fiber Handhole

P.C.C. PAVEMENT, 6"

Variable

6"

5'

1.50%

P.C.C. SIDEWALK, 4"

TYPICAL SIDEWALK SECTION

3' (LANDSCAPE AREA)

Variable

Existing Fence

SET BACKS

Required for M-1 Zoning

Front Yard = 25'

Side Yard = 0'

Rear Yard = 0'

P.C.C. PAVEMENT, 6"

Variable

5'

#4 REBAR @ 12" CTR.

(TOP AND BOTTOM)

1.50%

3' (LANDSCAPE AREA)

Variable

Existing Fence

NOTE 1:#4 REBAR TO BE INCLUDED IN THE

UNIT COST OF CONCRETE FOUNDATION.

NOTE 2:SEE DWG #CHPT-CPE-E-7001 FOR MOUNTING

PLATE INSTALLATION DETAILS.

CONCRETE FOUNDATION

(2500 PSI Min.)

DETAIL "A" - CONCRETE FOUNDATION

FO

E

S

0 5 10

LEGEND

IRON PIN FOUND

TREE (DECIDUOUS)

SHRUB

FIRE HYDRANT

WATER METER

VALVE (GAS OR WATER)

FIBER OPTIC POLE

POWER POLE

POWER POLE w/LIGHT

GUY ANCHOR

YARD LIGHT (EXISTING)

ELECTRIC PEDESTAL

SANITARY SEWER MANHOLE (EXISTING)

STORM SEWER MANHOLE (EXISTING)

STORM SEWER INLET (EXISTING)

We hereby Certify we are the Owner of the property described on this Plan

and we hereby acknowledge the Plan made at the Developer's direction to be

filed with the City according to law.

Owner:

Date:

PRINTED NAME

NOTES:

1. The proposed project is not located in a flood plain.

2. The Effingham City Engineer (217-342-5303) or Building Official

(217-342-5300) shall be contacted 48 hours prior to construction.

3. A copy of the approved site plan and all pertinent documents

shall be readily available at the work site at all times.

4. Landscaping is required on the site along the abutting

public right-of-way.

5. All radii to be 5' to face of curb unless noted otherwise.

6. All work performed on Public R.O.W. will require a bond

from the Developer.

7. All construction shall be in accordance with the requirements

of the Americans with Disabilities Act.

8. Call J.U.L.I.E. 48 hours before construction begins.

9. For projects that require an IEPA NPDES Permit, no work shall

begin until 30 days from submittal of the NOI or receipt of the NPDES

Permit and filing of a copy with City Engineer.

10. Approval of the site plan by the City of Effingham in no way relieves

the developer's responsibility to construct the improvements in

accordance with the requirements of the Americans with Disability Act,

the Environmental Protection Act and other laws and regulations of the

City, County and/or State.

11. It is the responsibility of the developer to repair and/or replace any

roadway, sidewalks, curb & gutters and entrances damaged during the

course of the construction of the project. Such repairs of replacements

shall be in accordance with IDOT standards and shall be ADA compliant

where applicable.

12. This plan has been prepared to comply with the provisions of the NPDES

Permit Number ILR10, issued by the Illinois Enviromental Protection

Agency for storm water discharges from Construction Site Activities.

13. City Approval of a Site Plan does not "approve" encroachment on

adjacent property to construct the improvements as shown.

14. Milano & Grunloh Engineers, LLC does not bear responsibility for existing

easements, and/or property claims unless a TITLE SEARCH is provided

by the OWNER or DEVELOPER.

15. Landscape Area to include 6" of topsoil, 2" of mulch with landscape fabric

and Emerald Green Arborvitae (5' min. height) planted at 4' spacings.

Referenced to the Illinois State Plane Coordinate

System East Zone Datum of NAD83(2011) Epoch

2010.00 ORTHO HEIGHT: NAVD 88(GEOID12B)

Lee R. Beckman

My License Expires

11-30-27

P.E. No. 52890

SHEET #

2 OF 3

JOB #

25011

CP #1

BM #1

PROPOSED AMEREN POWER POLE w/TRANSFORMER

CONTRACTOR TO SUPPLY THE FOLLOWING FOR EACH

SECONDARY RUN:

10' OF 4" SCH 80 CONDUIT, 20' OF 4" SCH 40 CONDUIT,

4" LONG SWEEP 90 CONDUIT AND 4" WEATHER HEAD.

THE CONTRACTOR SHALL PROVIDE A SUFFICIENT

LENGTH OF ELECTRICAL WIRE FOR THE UTILITY COMPANY

ConcreteTO INSTALL UP THE POWER POLE.

0 5 10

FO

E

S

LEGEND

IRON PIN FOUND

TREE (DECIDUOUS)

SHRUB

FIRE HYDRANT

WATER METER

VALVE (GAS OR WATER)

FIBER OPTIC POLE

POWER POLE

POWER POLE w/LIGHT

GUY ANCHOR

YARD LIGHT (EXISTING)

ELECTRIC PEDESTAL

SANITARY SEWER MANHOLE (EXISTING)

STORM SEWER MANHOLE (EXISTING)

STORM SEWER INLET (EXISTING)

ELECTRICAL NOTES:

1. A ¾" x 10'-0" ground rod shall be embedded in the foundation at each charger station.

2. All conduits to enter and exit at the bottom of the cabinets. No side or top entrance

condiuts in NEMA 3R equipment.

3. The H-Structure to be constructed using 3" RMC conduit embedded 36" below grade.

Galvanized Caps or equivalent. Galvanized strut for mounting of equipment.

4. 4" service conduit MUST have an expansion coupling above grade and below structure

attachment point per "Ameren 2021 Service Manual - Continuous Conduit Run".

5. The Electrical Contractor must be ICC certified to receive incentives.

CP #2

4" SCH 80 PVC CONDUIT w/500 MCM CU CONDUCTORS (B, O, Y,G)

(36" Min. BURY DEPTH TO TOP OF THE CONDUIT)

Concrete

Rock

Fence

SEE ELECTRICAL NOTE 1

Inlet, T1F, OL

Top\Rim=595.51

S

Sanitary MH

Top\Rim=595.83

T

Asphalt

Exist. 1¼" PE Gas Main

E

Fiber Handhole E

Exist. 10" Watermain

FUTURE EV CHARGING STATION

BASE OF THE CHARGING STATION AND PROTECTIVE

COVER TO BE SUPPLIED BY THE CITY.

CONTRACTOR TO INSTALL.

PROPOSED EV CHARGING STATION (SEE DETAIL SHEETS)

CHARGING STATION AND BASE TO BE SUPPLIED BY THE CITY.

CONTRACTOR SHALL INSTALL MOUNTING BASE.

EQUIPMENT INSTALLATION BY OTHERS.

ELECTRIC METER H-FRAME STRUCTURE

(SEE ELECTRICAL NOTE 2, 3 & 4)

(SEE TABLE FOR EQUIPMENT LIST)

Fiber Handhole

H - FRAME STRUCTURE

EQUIPMENT MANUFACTURER

or EQUIVALENT

Milbank CT364811-HCAMS

Milbank PT48AL or PT48 AR PT Cabinet

Milbank K5930 CT Rack

Milbank 496XLWc41AMS - 20a CT

Meter Base

Square D NF NEMA 3R Panelboard (30

Space) - 3 Phase

Square D NF\EDB SE Rated 400 Amp

Main Breaker - 65kaic Rating

(2) Square D EDB 125 Amp 3-Pole

25kaic Breakers

SCHNEIDER ELECTRIC

OR EQUIVALENT

¾" CONDUIT FOR FUTURE

EV CHARGING STATION

(CAT 5E CABLE)

3" CONDUIT FOR FUTURE

EV CHARGING STATION

(DC SUPPLY)

2" CONDUIT FOR FUTURE

EV CHARGING STATION

(AC SUPPLY)

(3) 1/0 AWG, 600V CONDUCTORS

AND (1) #6 AWG, 600V GROUND,

2" CONDUIT (AC POWER SUPPLY)

SHEET #

3 OF 3

JOB #

25011

GLOBAL HEADQUARTERS

240 EAST HACIENDA AVENUE

CAMPBELL, CA 95008

TEL: +1 (408) 841-4500

CABLE REACH

12'-4"

WHEEL STOP TO

STATION FRONT

4'-6"

2'

SIDE ELEVATION | SCALE: 21" = 1'

2' - RECOMMENDED

MINIMUM DISTANCE

FOR WALK-UP ACCESS

12'-4"

2'

2' - RECOMMENDED

MINIMUM DISTANCE

FOR WALK-UP ACCESS

SIDE ELEVATION | SCALE: 21" = 1'

RECOMMENDED DISTANCE

FOR WALK-UP ACCESS: 2'

(STATION FRONT TO VEHICLE)

CABLE REACH

12' 4" FROM STATION FRONT

@ 2' ABOVE GRADE

2'

CURB

WHEEL STOP

(TYP.)

4'-6"

CPE280 STATION

CENTERED ON

PARKING SPOT

CABLE REACH

12' 4" FROM STATION FRONT

@ 2' ABOVE GRADE

CPE280 STATIONS

CENTERED ON ISLAND

ONE STATION PER SIDE

CONCEPT DRAWING

NOT FOR CONSTRUCTION

DRAWING TITLE:

CHARGEPOINT CPE280

PARKING SPACE DESIGN

RECOMMENDATIONS

BOLLARD (TYP.)

(RECOMMENDED)

EDGE OF

CONCRETE SLAB

m$/R! SITE PLAN | SCALE: 21" = 1'

1 - PULL-IN PARKING SPACES

SERVICE

CLEARANCE OF

OPEN SPACE (NOT

NECESSARILY AT

SYSTEM GRADE)

SITE PLAN | SCALE: 21" = 1'

2 - CHARGING ISLANDS

DOCUMENT #: 33128001a

DATE:

09.08.2025

DRAWN BY: CMT

SCALE:

AS NOTED

SHEET:

EV501

DEFINITIONS

x CMK = CABLE MANAGEMENT KIT

x CMT = CONCRETE MOUNTING TEMPLATE

x PM = POWER MODULE

x SCEK = SURFACE CONDUIT ENTRY KIT

x UNI = UNIVERSAL

2.5" 4.7"

21.5"

1.8"

1.8"

2.5" 4.7"

MAX CONDUIT LEGEND

AC POWER: 2"

DC PAIRED POWER: 3"

CONDUIT STUB-UP &

ANCHOR BOLT HEIGHT

COMMUNICATION: 3/4"

3"

GRADE

OPTIONAL SHUNT TRIP: 3/4"

2"

3"

3"

24"

CPE2xx UNI-CMT CONDUIT CONFIGURATION

SCALE: 1/2" = 1'

12" 6"

14.2"

10.7"

5"

12"

9"

17.9"

29.5"

CPE2xx UNI-CMT FRONT ELEVATION

SCALE: 1/2" = 1'

THE STATION CAN BE INSTALLED ON EITHER A NEWLY POURED PAD OR AN EXISTING CONCRETE SURFACE.

THE MOUNTING SURFACE MUST BE SMOOTH AND CANNOT EXCEED A SLOPE OF 0.25" PER ft (6.35mm PER 305mm).

THE CHARGEPOINT DC UNIVERSAL CONCRETE MOUNTING TEMPLATE (CMT) CORRECTLY ALIGNS ANCHOR BOLTS

AND CONDUIT OPENINGS TO ENSURE THE STATION CAN BE EASILY INSTALLED AND CONNECTED.

A CMT IS REQUIRED FOR EACH STATION INSTALLED ON A CONCRETE FOUNDATION.

IT IS CRITICAL THAT THE CONDUITS ARE POSITIONED PROPERLY AND PLUMB.

BEFORE POURING CONCRETE, THE CMT AND CONDUIT SHALL BE SECURED IN PLACE TO PREVENT THEM FROM

RISING/MOVING OUT OF POSITION WHILE THE CONCRETE IS BEING POURED.

FOR PROPER INSTALLATION ENSURE AT LEAST 3" MINIMUM OF CONDUIT AND ANCHOR BOLT IS EXPOSED ABOVE

PAD AND THE CMT 2" BELOW SURFACE.

REFER TO THE SIGHT DESIGN GUIDE AND DC UNIVERSAL CMT INSTALLATION GUIDE FOR FURTHER DETAILS.

THE CONCRETE PAD MUST EITHER BE DESIGNED TO BE SIGHT-SPECIFIC, OR MUST MEET THESE SPECIFICATIONS.

x AT LEAST 12" (305mm) DEEP (OR DEEP ENOUGH TO BE 12" (305mm) BELOW THE FROST LINE).

x AT LEAST 51" (1296mm) ON EACH SIDE.

x CONTAINS #4 REBAR OR LARGER, TOP AND BOTOM AT 12" (305mm) ON CENTER.

x CONCRETE IS 2500 PSI MINIMUM.

M16 ANCHOR BOLT

(TYPICAL)

PL CONCRETE PAD

CPE2xx UNI-CMT RIGHT ELEVATION

SCALE: 1/2" = 1'

28"

24"

(SCEK)

12"

17.4"

28.7"

46.3"

(CMK)

17.9"

34"

CPE250 OUTLINE

IN SOME EXTREME CONDITION, A LARGER PAD WOULD BE REQUIRED. FOR SITES WITH LESS STRINGENT SEISMIC,

SOIL, OR WIND CONDITIONS, A SMALLER PAD MIGHT BE POSSIBLE.

IF THE PAD DOES NOT MEET THE SPECIFICATIONS ABOVE, IT MUST BE INSPECTED AND APPROVED BY A LICENSED

STRUCTURAL ENGINEER FOR THE STATIONS DIMENSIONS AND WEIGHT.

THE PAD SPECIFICATIONS ARE DESIGNED TO MEET THESE CONDITIONS:

x 170mph WIND SPEED, CATEGORY I, EXPOSURE D

x SEISMIC IMPORTANCE FACTOR 1.0, CATEGORY E

x HAYWARD FAULT WITH MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=2.45 S1=1.019

x FOUNDATION OF SANDY SOIL WITH ALLOWABLE STRESS = 1500psf, Cd = 1.33

12"

10.7"

26.3"

50.3"

COMPONENT WEIGHTS

COMPONENT

POWER MODULE (PM)

WEIGHT

98.5lb (45kg)

CPE250 W/(2) PM's

746lb (339kg)

CPE280 W/(2) PM's

750lb (340kg)

CG HEIGHT

3.66' (1.12m)

CPE250 DETAILS

DIMENSIONS (H) 7.917' (2.413m) x (W) 1.378' (0.42m), FRONTAL AREA HEIGHT * WIDTH

46.2" 23"

(CMK)

3'-6"

UNI. CMT

28.4"

10.7"

14.1"

17.9"

2'-9"

CPE280 OUTLINE

17.26"

36.4"

24.1" (SCEK)

20.1"

11"

51.4"

67"

85"

33.5"

PM ACCESS

AREA

24"

# OF ANCHOR

BOLTS

4

BOLT

PATTERNS

SEE CMT DIMENSIONS

BOLT TYPE M16 (5/8") 9" (229mm) EMBEDMENT

CPE280 DETAILS

DIMENSIONS (H) 7.317' (2.230m) x (W) 2.33' (071m), FRONTAL AREA HEIGHT * WIDTH

# OF ANCHOR

BOLTS

4

BOLT

PATTERNS

SEE CMT DIMENSIONS

BOLT TYPE M16 (5/8") 9" (229mm) EMBEDMENT

22.8"

40.3"

(CMK)

49.2"

(TALL CMK)

84"

PM ACCESS

AREA

CPE250 CLEARANCES

FRONT

CPE250 CLEARANCES

13" (33.2mm) AT GRADE; 24" 609.6mm MINIMUM OPEN SPACE

CPE280 CLEARANCES

SCALE: 1/2" = 1'

SIDE *

28" (711.2mm) REQUIRED; 34" (863.6mm) RECOMMENDED **

SCALE: 1/2" = 1'

ÌA00010NFU4Î NOTE:

A 11"x67" MINIMUM CLEARANCE NEEDED AT GRADE TO ACCESS THE POWER MODULES. IF KICKSTAND IS NOT

LEVEL AT GRADE, THE POWER MODULES MAY FALL OUT AND CAUSE PROPERTY DAMAGE AND/OR PERSONAL

INJURY. BOLLARDS INSTALLED WITHIN THIS SERVICE CLEARANCE AREA SHALL BE REMOVABLE.

MIN. OPERATIONAL CLEARANCE AREA

SERVICE CLEARANCE AREA

THIS PUBLICATION CONTAINS VALUABLE PROPRIETARY AND CONFIDENTIAL INFORMATION OF CHARGEPOINT,

INC. ("CHARGEPOINT") WHO RETAINS ALL COPYRIGHT RIGHTS TO IT UNDER 17 U.S.C. SECTION

106 AND IS PROTECTED BY U.S. AND INTERNATIONAL LAW. ANY REPRODUCTION, PREPARATION OF

DERIVATIVE WORKS, DISTRIBUTION, PUBLIC PERFORMANCE OR DISPLAY, DISCLOSURE, AND/OR USE

OF ALL, OR ANY PORTION, OF THIS PUBLICATION IN ANY FORM OR MEDIUM WITHOUT SPECIFIC

WRITTEN AUTHORIZATION FROM CHARGEPOINT IS STRICTLY PROHIBITED.

REAR

TOP

FRONT

SIDE

TOP

REAR

W/SCEK

12" (304.8mm) REQUIRED: 24" (609.6mm) RECOMMENDED

12" (304.8mm)

CPE280 CLEARANCES

20.1" (510mm) MEASURED FROM FRONT ANCHOR BOLT

42" (1072mm) MEASURED FROM CENTER OF STATION

1" (26mm) TOP OF CMK

24.1" (663mm) MEASURED FROM FRONT ANCHOR BOLT

36.4" (925mm) MEASURED FROM FRONT ANCHOR BOLT

CLEARANCES ARE MINIMUM REQUIREMENTS FOR PROPER OPERATION AND VENTILATION PURPOSES ONLY.

FOR EASE OF ROUGH-IN INSTALLATION USE RIGHT FRONT ANCHOR BOLT FOR MEASUREMENTS.

*SIDE CLEARANCES IS MEASURED FROM EXTRUSION TO EXTRUSION.

**SIDE CLEARANCES CAN BE SHARED BETWEEN TWO CPE250 CHARGING STATIONS. HOWEVER, IF THE

CHARGE HANDLES OF BOTH STATIONS FACE EACH OTHER, ADD AN EXTRA 10" (254mm).

NOTE:

CANNOT SHARE SIDE CLEARANCE WITH CMK

A 14"x23" MINIMUM FRONT CLEARANCE NEEDED AT GRADE TO ACCESS THE POWER MODULES.

THIS PRINT IS NOT TO BE USED FOR CONSTRUCTION

UNLESS NOTED AND SIGNED OKAY FOR CONSTRUCTION

ABOVE THE LAST REVISION.

Commodity Codes

• NAICS 541310Architectural Services
• NAICS 541330Engineering Services
• NAICS 541340Drafting Services

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.