TELFAIR COUNTY_GDOT TIA LOCAL LET PROJECT_CO.pdf

Telfair County Board of Commissioners 91 Telfair Avenue, Suite A McRae-Helena, GA 31055

Honorable Douglas J. Perkins, Chairperson

INVITATION TO BID PACKAGE

TELFAIR COUNTY 2025 LOCAL LET GDOT TIA

GDOT CONTRACT ID # IGTIA2402162

PI0018814JACKSON LANE/ STUDSTILLLANE & SPRING AVENUE

PI0018815 CEDAR PARK ROAD, & PI0018819 LONG BRIDGE ROAD

19 MM ASPHALT DEEP PATCHING & BINDER, O.G.I. CRACKSEAL LEVELING AND 9.5 MM ASPH CONC ifOPPING, DOUBLE SURF. TREATMENT

STONE SIZE 7 & & 89 W SAND SEAL Wl0, GRADING COMPLETE, DRIVEWAY PIPES, SHOULD�R BUILDING,_ AND RESTRIPIN� ON VARIOUS CO.

ROADS

CONTRACT ID: TELFAIR COUNTY FY 2025 LOCAL LET GDOT TIA PROJECT

Bidder

Name: _____________ _

Address: _____________ _

City, State, Zip Code: __________ _

DO NOT UNSTAPLE THIS BOOKLET

****IMPORTANT NOTE: ALL REQUIRED INFORMATION SHALL BE

ENTERED BY HAND OR STAMP. FAILURE TO RETURN ALL

DOCUMENTS CONTAINED IN AND REQUIRED BY THIS BID PACKAGE

SHALL RESULT IN DISQUALIFICATION OF THE BID. ****

Telfair County is an Equal Opportunity Services Provider and Employer

BID OPENING DATE TUESDAY MAY 20, 2025 @ 5:30 PM

USBW720186

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USBW720186

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USBW720186

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USBW720186

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Instructions to Bidders

1. All bids must be submitted on the form provided by Telfair County

2. Submit two (21 hard copies of the complete bid package in a sealed envelope with the project name, bid date and company name clearly marked on the outside of the envelope. Telfair County must receive all bids no later than 3:00 p.m. on Friday, May 16, 2025.

3. All bids must include a 5% bid bond with submission. (No exceptions). All bids must be executed by an officer of the company legally authorized to execute documents and to bind the company financially. The corporate seal, if appropriate, must be affixed to the bid.

4. No facsimile copies will be accepted. Telfair County will not accept any bids received after the bid closing time.

5. Project bid documents may be obtained at Telfair County Board of Commissioners Office, 91 Telfair Avenue, Suite A, McRae-Helena, Georgia 31055, between the hours of 8:00 am and 5:00 pm, Monday through Friday.

6. Bid packages may be requested by email at: telfairco@gmail.com or tcacctga@gmail.com or by phone @ (229) 868-5688, ext. 22.

7. No telephone inquiries will be addressed regarding this bid.

No verbal response will be made to any requests for information.

Any procedural questions must be submitted in writing via Email to:

Barry L. Wood

WSP USA INC.

Email: barry.wood@wsp.com

8. Any questions regarding the project scope, docurnen� and/ or specifications must be submitted in writing no later than seven (7) days prior to the bid date. A written response, if required, will be provided to all known bidders in the form of written addenda. All addenda so issued shall become a part of the contract documents.

Submit all technical questions to:

Barry L. Wood

WSPUSAINC.

Email: barry. wood@wsp.com

9. The Bidder, before making his bid, shall examine the documents, specifications, and the project site(s) and shall make such examinations on the ground as may be necessary to thoroughly familiarize himself with the nature and extent of the proposed construction and with all local conditions affecting the work.

The Bidder shall also accept the premises in its present condition and complete all work in accordance with the requirements of the specifications and as shown on the documents. The Owner will not be responsible for Bidder's errors and misjudgment nor for failure to obtain information on local conditions or general Telfair County is an Equal Oppo,tunity Services Provider and Employer laws or regulations pertaining thereto. At the time of the opening of bids, each Bidder will also be presumed to have read and to be thoroughly familiar with the documents, rontract documents (including all addenda), and the construction specifications. The failure or omission of any Bidder to examine any form, instrument, or document shall in no way relieve any Bidder from any obligation in respect of his bid.

10. The Bidder's attention is directed to the fact that all applicable s ta te laws, municipal ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full.

11. ***NOTE: A performance bond and payment bond for 100% of the contract price will be required to be presented prior to the award of the contract***.

The contract will be awarded to the responsive, responsible Bidder submitting the lowest base bid complying with the conditions of the invitation to bid. The

Owner reserves the right to reject all bids and to waive any informality in bids received whenever such rejection or waiver is in the interest of the Owner. Any decisions of Telfair County regarding the bid and selection process are final.

12. Prior to execution of the contract documents, a certificate of insurance will be required to be provided to the Owner. Coverage must be maintained for the duration of the project

Each policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to Telfair County Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor.

All coverage for subcontractors shall be subject to all the requirements stated herein. Contractor shall maintain limits no less than the following:

General Liability $2,000,000: General Liability combined single limit per occurrence, for bodily injury, personal injury, and property damage.

Automobile Liability $2,000,000: Automobile Liability combined single limit per accident, for bodily injury, and property damage, when applicable.

Worker's Compensation and Employer's Liability $1,000,000: Employers' Liability limit per accident and Worker's Compensation as per statutory requirements. Umbrella Excess Liability $10,000,000: per occurrence.

Telfair County is an Equal Opportunity SeNices Provider and Employer

ADDITIONAL BID DOCUMENT INFORMATION

Contract Time: The contractor shall complete the project work within 180 days from the Notice to Proceed Date that will be supplied by Telfair County.

Engineer: The project will be managed by Telfair County and / or WSP USA INC. Telfair

County will retain the services of a Professional Engineer for project management and inspection. Any reference hereinafter to Engineer shall be deemed to mean Telfair County or their designated representative. The Engineer will assume all the duties and responsibilities and will have the rights and authority assigned to the Engineer in the contract documents in connection with completion of the work in accordance with the contract documents.

Base Bid: The contractor shall submit pricing in accordance with the attached Bid Schedule to complete the work in accordance with the approved Documents and Specifications. Bid shall indicate pricing for base bid and any alternates.

Bid Award: The Board of Commissioners will review the bids and select the lowest and best bid. Telfair County reserves the right to reject all bids. The bid submitted must remain valid for a period of 60 days from bid date.

Preconstruction Conference: A Preconstruction Conference may be held with the selected contractor prior to issuing a Notice to Proceed. The Preconstruction Conference will allow for discussion of schedule, traffic control, inspection and notification requirements, utility issues, etc. that may be applicable. The selected contractor must submit a proposed project schedule that outlines the sequence and scheduling of project activities including a traffic control plan and any proposed subcontractors to be utilized on this project. The date and time of the

Preconstruction Conference will be determined by Telfair County after bid award. All workmanship and materials must comply with applicable GDOT Specifications (latest edition) and GDOT Construction Standards and/or Details.

Maintenance During Construction: The contractor is responsible for maintenance of the project area from the beginning of construction operations until final acceptance in accordance with Sections 104.05, 105.14, and 107.13.

Telfair County is an Equal Opportunity Services Provider and Employer

Utility Coordination: The contractor is responsible for complying with all 811

"Call Before You Dig" laws and requirements. The contractor must notify

Telfair County if any discrepancies or conflicts are found. The contractor shall notify any affected utility owners in accordance with Section 107.21 of the latest edition of the Georgia Department of Specifications prior to beginning construction.

Inspection of the Work: The contractor must provide access to the work for inspection by representatives of Telfair County as per Section 105.11.

Telfair County has contracted with WSP USA INC.

to perform inspection and testing services. The contractor must contact Project Engineer, Barry Wood, or his representative, at least 48 hours prior to beginning construction.

Traffic Control: The safety of the traveling public is paramount and must be provided for in accordance with Subsections 107.07, 107.09, and Section 150.

The contractor must prepare and submit a traffic control plan in accordance with the current Manual on Uniform Traffic Control Devices for Streets and Highways

(MUTCD).

Subcontractors: The contractor shall submit a list of any proposed subcontractors at the Preconstruction Conference for approval. The list shall indicate Name, Address, Contact

Person for the company, and the area(s) of work that they plan to accomplish.

Erosion Control: All erosion control items must be from a GDOT approved source. The contractor must notify the Local Government of the 24-hour contact person, including telephone number and the project "Competent Person" in accordance with NPDES requirements, as applicable.

Payment: Contractor to submit pay request to Telfair County and Telfair County agrees to review and process pay requests within 30 days from receipt. A total of ten percent

(10%) of progress payments, if applicable, will be retained until final acceptance by

Telfair County has occurred.

Materials: All materials used in this subject Work shall be preapproved by the

Engineer prior to construction. All materials must comply with the Georgia Department of Transportation's Qualified Products List, as applicable.

P.I. 0018814

TELFAIR COUNTY

JACKSON LANE,

STUDSTILL LANE, AND

SPRING AVENUE

COVER PAGE

TELFAIE COUNTY TYPICAL SECTION

19 MM DEEP PATCHING, OGI ASPHALT LEVELING, 9.5 MM ASPHALT RESURFACING

l. _ _____ V=ARIA_BL_E ____ _ I VARIABLE

T::OFILE & FINISHED GRADE

I I / I 1 ' '

I I I I

I \ , ,.••"" I / I / I I / I \ \ I l / 1 1 1

( I \ \ l

, t , , , , , , , , ..•...•• ••.• , , , , • V i 1 1 , , 1 �/ ... J •.. :;. .. ,.....,....... • .... 4 z ' ' 1 1 1 ' ....... R.

I L I .,/ •• , .... 'flll ......... I, I I \ \ \ I .... , ..

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I

... .. ..... \ \ ' l ··, I

I

' fXIST �HOU lOf R FXl,T

EXISTBAS[

,!IRFAtf '\, REQUIRED# 1

REQUIRED# 2

REQUIRED# 3

3 0

125 LBS/SY RECYC ASPH CONC 9.5 MM SUPER PAVE, GP 2 ONLY,

INCL BITUM MAT'L & H LIME

90 LBS/SY ASPH CONC OGI LEVELING,

INCL. BITUM MAT'L & H LIME

440 LBS/SY 19 MM ASPH CONC PATCHING, INCL BITUM MAT'L & H LIME

(SEE ATTACHED PATCHING STATION LOCATION SHEETS)

THIS TYPICAL SECTION APPLIES TO: JACKSON LANE, STUDSTILL LANE, & SPRING AVENUE PART 1

NO SCALE

JACKSON LANE-TELFAIR COUNTY-DEEP PATCHNG, OGT /,EVELEING, AND 9.5 MM ASPHALT RESURFAC7NG

QUANTITY SHEET

ITEMNUMBER DESCRIPTION

150-1000 !TRAFFIC CONTROL

402-1802

402-3103

413-1000

415-5000

652-2501

652-2502

653-1704

RECYCLED ASPH CONC DEEP PATCHING, INCL BITUM

MATL & H LIME @440 LBS/SY USING 19 MM SUPERPAVE

ASPHALTlC CONCRETE*****(THIS INCLUDES MILLING

OUT AREAS FOR PATCHING)***** PLEASE SEE

ATTTACHED DETAILED PATCHING LOCATION SHEET

RECYCLED ASPH CONC 9.5 MM,SUPERPAVE GP 2 ONLY,

INCL BITUM MA TL & H LIME @ 125 LBS/SY

BITUM TACK COAT@ 0.04 GAL/SY(INCLUDING 75 GALS.

FOR PATCHING)

IASPH CONCRETE LEVELING OPEN GRADED CRACK

RELIEF INTERLAYER, GP 2 ONLY, INCL BITUM MTL & H

LIME @ 90 LBS/SY

SOLID TRAFFIC STRIPE, 5 IN. WHITE-HIGH BUILD PAINT

SOLID TRAFFIC STRIPE, 5 lN. YELLOW-HIGH BUILD PAINT

1THERMOPLASTIC SOLID TRAFFIC STRIPE, 24. TN. WHITE

BEGIN@ SPAULDING LANE AND END @METAL GATE

LEVELING

TOPPING

TACK

TOTAL SQUARE FOOTAGE OF RESURFACING

TOTAL SQUARE YARDAGE OF RESURFACING

152.00

211.11 270.22

UNIT

LS

TON

TON

GAL.

TN

L. MILE

L.MILE

LINEAR FEET

LENGTH FT. =

30400 3377.78

1UANTITY

1.00

190.00

211.11

350.00

152.00

0.58

0.58

36.00

1520 WIDTH Ff.= 20

JACKSON LANE-TELFAIR COUNTY-PATCHING QUANTITIES-440 LBS/SY

PATCH#

BEGIN STA RT. LT. OR

LENGTH WIDTH SQ. YDS TONS

# CENTER

1 0+50 LT&CT 75 14 116.67 25.67

2 2+00 LT,RT,&CT 235 20 522.22 114.89

3 5+90 LT 10 7 7.78 1.71

4 6+85 LT,RT, & CT 50 20 111.11 24.44

5 9+50 RT&CT 50 14 77.78 17.11

6 10+85 LT 30 7 23.33 5.13

7 11+15 RT&CT 65 14 101.11 22.24

8 12+20 LT. RT, & CT 50 20 111.11 24.44

9 13+80 LT 15 7 11.67 2.57

10 0.00 0.00

11 0.00 0.00

12 0.00 0.00

13 0.00 0.00

14 0.00 0.00

15 0.00 0.00

16 0.00 0.00

17 0.00 0.00

18 0.00 0.00

19 0.00 0.00

20 0.00 0.00

BEGINNING STA 0+00 IS@SPAULDING LANE AND ENDING@METAL GATE

@STAT 15+20

GRAND TOTAL SQUARE YARDS & TONS 835.56 188.96

STUDSTILL LANE-TELFAIR COUNTY-DEEP PATCHNG, OGI LEVELEJNG, AND 9.5 MM ASPHALTRESURFAC1NG

ITEMNUMBER

150-1000

402-1802

402-3103

413-1000

415-5000

652-2501

652-2502

653-1704

SHEET

DESCRIPTION

TRAFFIC CONTROL

RECYCLED ASPH CONC DEEP PATCHING, INCL BITUM

MATL & H LIME@ 440 LBS/SY USING 19 MM SUPERPAVE

ASPHALTIC CONCRETE*****(THIS INCLUDES MILLING

OUT AREAS FOR PATCHING)***** PLEASE SEE

ATTTACHED DETAILED PATCHING LOCATION SHEET

'RECYCLED ASPH CONC 9.5 MM,SUPERPAVE GP 2 ONLY,

INCL BITUM MATL & H LIME @ 125 LBS/SY

IBITUM TACK COAT@0.04 GAL/SY Includes 75 gallons for patching)

ASPH CONCRETE LEVELING OPEN GRADED CRACK

RELIEF INTERLAYER, GP 2 ONLY, INCL BITUM MTL & H

!LIME @ 90 LBS/SY

I SOLID TRAFFIC STRIPE, 5 IN. WHITE-HIGH BUILD PAINT

!SOLID TRAFFIC STRIPE, 5 IN. YELLOW-HIGH BUILD PAINT

!THERMOPLASTIC SOLID TRAFFIC STRIPE, 24. IN. WHITE

BEGIN @SPAULDING LANE AND END@ASHFORD DRIVE

LEVELING

TOPPING

TACK

TOTAL SQUARE FOOTAGE OF RESURFACING

TOTAL SQUARE YARDAGE OF RESURFACING

130.00 180.56 231.11

LS

ITON I

ITON I

IGAL. I

ITN I

k.MILE I

I

L. MILE I

,LINEAR FEET!

LENGTH FT.=

26000 2888.89

1.00

60.00

180.56

300.00

130.00

0.49

0.49

24.00

1300 WIDTH FT.=

QUANTITY

STUDSTILL LANE-TELFAIR COUNTY-PATCHING QUANTITIES-440 LBS/SY

BEGIN STA RT. LT. OR

LENGTH WIDTH SQ.YDS TONS

# CENTER

1 0+50 LT& CT 20 14 31.11 6.84

2 4+60 RT&CT 10 14 15.56 3.42

3 5+20 LT, RT, & CT 50 20 111.11 24.44

4 9+95 LT, RT,&CT 30 20 66.67 14.67

5 11+20 LT,RT,& CT 20 20 44.44 9.78

6 0.00 0.00

7 0.00 0.00

8 0.00 0.00

9 0.00 0.00

10 0.00 0.00

11 0.00 0.00

12 0.00 0.00

13 0.00 0.00

14 0.00 0.00

15 0.00 0.00

16 0.00 0.00

17 0.00 0.00

18 0.00 0.00

19 0.00 0.00

20 0.00 0.00

BEGINNING ST A 0+00 IS @ SPAULDING LANE AND ENDING @ ASHFORD

DRIVE@STA 13+00

GRAND TOTAL SQUARE YARDS & TONS 268.89 59.16

SPRING A VENUE PART#l-TELFAIR COUNTY-DEEP PATCHNC, OGJ LEVELEING, AND 9.5 MM ASPHALT RESURFACING

QUANTITY SHEET

ITEMNUMBER DESCRIPTION

150-1000 !TRAFFIC CONTROL

402-1802

402-3103

413-1000

415-5000

652-2501

652-2502

653-1704

RECYCLED ASPH CONC DEEP PATCHING, INCL BITUM

MATL & H LIME @440 LBS/SY USING 19 MM SUPERPAVE

1ASPHALTJC CONCRETE*****(THIS INCLUDES MILLING

OUT AREAS FOR PATCHING)***** PLEASE SEE

ATITACHED DETAILED PATCHING LOCATION SHEET

RECYCLED ASPH CONC 9.5 MM,SUPERPAVE GP 2 ONLY,

INCL BITUM MA TL & H LIME @ 125 LBS/SY

BITUM TACK COAT@0.04 GAL/SY

ASPH CONCRETE LEVELING OPEN GRADED CRACK

RELIEF INTERLAYER, GP 2 ONLY, INCL BITUM MTL & H

LIME@90 LBS/SY

SOLID TRAFFIC STRIPE, 5 IN. WHITE-HIGH BUILD PAINT

SOLID TRAFFIC STRIPE, 5 IN. YELLOW-HIGH BUILD PAINT

THERMOPLASTIC SOLID TRAFFlC STRIPE, 24. IN. WHITE

BEGIN@ SPAULDING LANE AND END@ CLEMENTS STREET INTERSECTION

TOTAL SQUARE FOOTAGE OF RESURFACING

LEVELING

TOPPING

TACK

TOTAL SQUARE YARDAGE OF RESURFACING

68.00 94.44 120.89

UNlT

LS

TON

TON

GAL.

TN

L.MILE

L.MILE

LINEAR FEET

LENGTH FT.=

13600 1511.11 tUANTlTY

1.00

8.00

94.44

125.00

68.00

0.26

0.26

12.00

680 WIDTH FT.= 20

SPRING AVENUE-TELFAIR COUNTY-PATCHING QUANTITIES-440 LBS/SY

BEGIN STA RT. LT. OR

LENGTH WIDTH SQ. YDS TONS

# CENTER

1 5+95 RT, LT, & CT 15 20 33.33 7.33

2 0.00 0.00

3 0.00 0.00

4 0.00 0.00

5 0.00 0.00

6 0.00 0.00

7 0.00 0.00

8 0.00 0.00

9 0.00 0.00

10 0.00 0.00

11 0.00 0.00

12 0.00 0.00

13 0.00 0.00

14 0.00 0.00

15 0.00 0.00

16 0.00 0.00

17 0.00 0.00

18 0.00 0.00

19 0.00 0.00

20 0.00 0.00

BEGINNING STA 0+00 IS@SPAULDING LANE AND ENDING @570 FFET PAST

CLEMENTS STREETS INTERSECTION

GRAND TOTAL SQUARE YARDS & TONS 33.33 7.33

TYPICAL GRADE,DRAIN,GRADED AGGREGATE BASE COURSE & ASPHALT SURFACE SECTION

PROJECT NO:

I< 11' >I< 10'-0'

SHOULDERS TO BE UNCLASS.

PI0018814

t

10'-i'

PROFILE GRADE

NO SCALE

COUNTY: IILFAIR

)k 1-1'

B

@) RECYCLED ASP CON 9,5mm SUPERPAVE GP 2 ONLY, INCL BllUM MAT'L & H. LIME � 135 LB/SY

® RECYCLED ASP CON 19mm SUPERPAVE GP I OR 1 , INCL BITUM MA T'L & H, LIME � 210 LB/SY

© 4" GRADED AGGREGATE BASE COURSE !INCLUDES PRIMINGI

THIS TYPICAL SECTION APPLIES TO: SPRIHG AVENUE PART 2-GRADE, DRAIN,BJISE, AND SDRFAC:E

SPRING AVENUE PART #2-TELFAIR COUNTY-GRADE, DRAIN BASE, SURFACE

SHEET

EXTRA WORK-BUILD NEW SHOULDERS (l' M[NIMUM TO 2'

MAXIMUM WIDTH), INSTALLING PERMANENT GRASSING,

PLACING AGRJCUTURAL LIME, FERTILIZER MIXED GRADE,

FERTILIZER NITROGEN CONTENT, AND PLACING WOOD FIBER

BLANKET MATERIAL TYPE 2. THJS WORK INCLUDES BOTH

1004-0047 ROADWAY SHOULDERS. GDOT STANDARD SPECIFICATION 700. ILM

150-1000 ITRAFFJC CONTROL ILS

!210-0100 IGRADING COMPLETE ILS

iGRADED AGGREGATE BASE COURSE, 4 INCHES, INCLUDING 1310-5040 IMATERlAL*****(INCLUDES PRIMING)*"*** ISY

RECYCLED ASPH CONC 9.5 MM,SUPERPAVE GP 2 ONLY, lNCL

1402-3103 IBJTUM MATL & H LIME@ 135 LBS/SY ITON

RECYCLED ASPH CONC 19 MM,SUPERPAVE GP I OR 2, INCL BlTUM

1402-3190 MATL & H LIME@220 LBS/SY ITON

I SIDE DRAIN PIPE,18 fN. H 1-10 FOR DRIVEWAYS (*NOTE-SEE

1550-2180 LOCATIONS LISTED BELOW FOR DRIVEWAY PlPES--2 LINES) ILF

1652-2501 I SOLID TRAFFIC STRIPE, 5 IN. WHJTE-HIGH BUILD PAINT L. MILE

1652-2502 ISOLID TRAl<'f'_IC STRIPfh 5 IN. YELLOW-HJGH BUILD PAINT

BEGIN@CLEMENTS STREET AND END 570 LINEAR FEET PAST CLEMENTS

STREET

570 FEET LENGTH

SQUARE YARDAGE

iDRIVEWAY PIPES LOCATIONS

L.MILE

!20 LF 18" PIPE 84 FEET PAST CLEMENTS STREET ON THE LEFT SIDE

2 120 LF 18" PIPE 100 FEET PAST GRACE LANE ON THE LEFT SIDE

QUANTITY

WIDTH

JACKSON LANE, STUDSTILL LANE, AND SPRING AVENUE

Legend

#3 SPRINGFILED ROAD

Centilla Baptist Church

Crzr.tey & Sons

• Jackson Ln

Pine Acres Cemetety

TELFAIR COUNTY TYPICAL SECTION

19 MM DEEP PATCHING, OGI LEVELING, DOUBLE SURF TREAT WITH STONE SIZE 7 & 89

WITH SAND SEAL Wl0

L I� VARIABLE I _ ____ VARIAc_cB�LEc._ __ _ r,�OFILE & FINISHED GRADE

- : ' i ' ' •"'"•· I I I I ' f I '

.......... I / / I I I I I / j \ \ I V

1 / I / I ' \ \ l t" t , 1,, 11'' .................. 1 \\ i I I / / I �, - • ,j. .1. .... -- .. .. ... .. • - • .. .. • j,, z I \ I \ \

- ...... �R.

I L I _ _, ., ... ---· ........ \ \ \ I ' \ \ .. ,.

I .-,••••••

.I '

•• ·•. , , • , l

I

I

I

' EXISTSHOUlOfR cXISTBASt

FXl�T "IRFAfF

REQUIRED# 1

REQUIRED# 2

® 2

DOUBLE SURFACE TREATMENT STONE SIZE 7 & 89, GP 2 ONLY WITH SAND SEAL WlO

90 LBS/SY ASPH CONC LEVELING, OPEN GRADED RELIEF INTERLAYER GP 2

ONLY, INCL. BITUM MAT'L & H LIME

REQUIRED# 3 440 LBS/SY ASPH CONC PATCHING, INCL BITUM MAT'L & H LIME

(SEE ATTACHED PATCHING STATION LOCATION SHEETS)

THIS TYPICAL SECTION APPLIES TO: LONG BRIDGE ROAD AND CEDAR PARK ROAD

NO SCALE

P.I. 0018815

LONG BRIDGE ROAD

LONG BRIDGE ROAD- TELFAIR COUNTY-

OGI LEVEL AND DOUBLE SURFACE TREATMENT-QUANTITY SHEET

ITEM I DESCRIPTION I UNIT I QUANTITY

NUMBER

150-1000 !TRAFFIC CONTROL I LS 11,00

RECYCLED ASPH CONC DEEP

PATCHING, INCL BITUM MATL & H

LIME @440 LBS/SY USING 19 MM

SUPERPAVE ASPHALTIC

402-1802 lcoNCRETE*****{THis INCLUDES I TON 125.oo

MILLING OUT AREAS FOR

PATCHING)***** PLEASE SEE

ATTTACHED DETAILED PATCHING

LOCATION SHEET

413_1000 IBITUMONOUS TACK COAT

(Includes 15 gallons for patching)

RECYCLED ASPHALT CONCRETE

OPEN GRADED CRACK RELIEF

415_5000 !INTERLAYER LEVELING, GROUP 2

ONLY INCL. BITUM. MAn. & H

LIME@ 90 LBS/SQUARE YARD

PREA

DOUBLE SURFACE TREATMENT,

I GAL I 1463.00

I TN I 1629.12

424-6201 ISTN SIZE 7, &89, GP 2 ONLY WITH I SY I 36202.61

SEAL SAND Wl0

SOLID TRAFFIC STRIPE, 5 IN.

652-2501 !WHITE-HIGH BUILD PAINT

SOLID TRAFFIC STRIPE, 5 IN.

652-2502 !YELLOW-HIGH BUILD PAINT

BEGIN@ MURPHY MCRAE ROAD AND END@

WHEELER COUNTY LINE@ BRIDGE JOINT

13576

TACK

DOUBLES.T.

LEVELING

FEET LENGTH

1448.106667

36202.667 1629.120

IL, MILE! 5.14

IL MILE! 5.14

24 FEET WIDTH

LONG BRIDGE ROAD-TELFAIR COUNTY-PATCHING QUANTITIES-440 LBS/SY

BEGIN STA RT. LT. OR

LENGTH WIDTH SQ. YDS TONS

# CENTER

1 71+90 CENTER 100 10 111.11 24.44

BEGINNING STA IS 0+00 MURPHY-MCRAE ROAD ENDING STATION IS 135+76@WHEELER CO. LINE

GRAND TOTAL SQUARE YARDS & TONS 111.11 24.44

Legend

#3 SPRINGFILED ROAD

Dollar Tree

Harveys Supermarkets

Little Ocmulgee State Park & Lodge

Little Ocmulgee State Park and Lodge

LJttle Ocmulgee 'Wallace Adams Golf Course

; Long Bridge Rd

..,. LONG BRIDGE ROAD

LONG BRIDGE ROAD

P.I. 0018819

CEDAR PARK ROAD

CEDAR PARK ROAD- TELFAIR COUNTY-

OGI LEVEL AND DOUBLE SURFACE TREATMENT-QUANTITY SHEET

ITEM I DESCRIPTION I UNIT I QUANTITY

NUMBER

150-1000 !TRAFFIC CONTROL I LS 11.00

RECYCLED ASPH CONC DEEP

PATCHING, INCL BITUM MATL & H

LIME @ 440 LBS/SY USING 19 MM

SUPERPAVE ASPHAL TIC

402-1502 lcoNcRETE*****(THIS INCLUDES I TON 134.00

MILLING OUT AREAS FOR

PATCHING)***** PLEASE SEE

ATTTACHED DETAILED PATCHING

LOCATION SHEET

413-1000 BITUM. TACK COAT@ 0.04 GAL/SY I GAL 1300.36

RECYCLED ASPHALT CONCRETE

OPEN GRADED CRACK RELIEF

415-5000 !INTERLAYER LEVELING, GROUP 2 I TN

ONLY INCL. BITUM. MATL. & H LIME

@90 LBS/SQUARE YARD SPREAD

DOUBLE SURFACE TREATMENT, STN

424-6201 ISIZE 7, & 89, GP 2 ONLY WITH SEALI SY

SANDW10

SOLID TRAFFIC STRIPE, 5 IN.

652-2501 !WHITE-HIGH BUILD PAINT

SOLID TRAFFIC STRIPE, 5 IN.

652-2502 !YELLOW-HIGH BUILD PAINT

BEGIN@ JOHNNY COURSON ROAD END@

PAVEMENT JOINT NEAR GREEN GROVE CHURCH

DOUBLES.T.

LEVELING

FEET LENGTH

7508.889

337.900

IL MILE

IL. MILE

I 337.90

I 7508.89

20 FEET WIDTH

CEDAR PARK ROAD-TELFAIR COUNTY-PATCHING QUANTITIES-440 LBS/SY

BEGIN STA RT. LT. OR

LENGTH WIDTH SQ. YDS TONS

# CENTER

1 5+45 LT. 20 10 22.22 4.89

2 10+15 RT. 10 7 7.78 1.71

3 10+40 LT. 60 10 66.67 14.67

4 32+20 LT. 50 10 55.56 12.22

5 0.00 0.00

6 0.00 0.00

7 0.00 0.00

8 0.00 0.00

9 0.00 0.00

10 0.00 0.00

11 0.00 0.00

12 0.00 0.00

13 0.00 0.00

14 0.00 0.00

15 0.00 0.00

16 0.00 0.00

17 0.00 0.00

18 0.00 0.00

19 0.00 0.00

20 0.00 0.00 j

GRAND TOTAL SQUARE YARDS & TONS 152.22 33.49

#3 SPRINGFILED ROAD

CEDAR PARK ROAD

Green Grove Church

CEDAR PARK ROAD

Bid Documents

The bid package shall consist of the following.

Bid Package includes all documents included in this

Invitation to Bid Package. --- (including instructions to

Bidders and Project Specifications)

Use the latest revision of the GDOT Specifications and the following construction details and standards.

Std 9100:

Std 9102:

Traffic Control General Notes, Standard

Legend, Miscellaneous Details

Traffic Control Details for Lane Closure on Two-lane Highway rp.iPoRARY RAISEQ PAVPJ NT MARKER QfTAII

INSIALLITl[II p;JT(IIM fOi L'1ER•L Y""-IE SHH$ 1/(l CR�SW,U �PffiAliON'dlSO APPclCIBli' fO� (UOUR5 'U0 8l·PW:OEII.

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PJ.lEUfNI �IFW.rn INSlllLITl(lN 51'•'.l B.;:c;lll 60 'ES" N \0'/IJ«:[ Of B(:GINNG Of 111£ Sllfl Oil IR!IISil!OI, �N'.C(lNfN.E. Tl/RU '>iE iR•N�flO!I •REI.� E)Tcll) 6� C[[l anONil :-<£ 11,•c=c--0>< WIT,< [lie lEWF'�IRY Af.lG'<Mf;Nf.

TEt.oPc.:uRr RAISED PJ.VlM[�I Willl(l:PS SHllC !'IE �Ut1.ro IN •SCCYIDANC£ �IIH THE w.NJFo:TUIIERS /IEC0',l,i8,l[)jJ,t,,S .I!() THE GI. \HI. SP[;tri;ITIONS.

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Sl'(C,AL BJJllll(•[S ljjrn 8,-�E-:TtON.\L. "!Pl "{:' Sl(llY OI��� LIO<! OR IIIGlff/lY SIC.� .15 SPE:WIEC· Q:[ OET\t:

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Jfl.l'IJ/;1�1 POST �TEO $1CN

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GENE.RAL NOES :

lU T�lFFC: ((11,lRO,_ DH>::lS Sl1lll il,: W.DE 11€1 E�ECIEJ :N J.C(O�lAHCE •ITS 111( OCl!ILS SIIOIIN :io,j TI!E f'ti'IS; !HE 1/tJ!CTI, IH[ l;f.()RG,, S[,\!llAllll (,f'l[;,;K:A!1(1!S. l�l•l� Sl'ECIIL P�0V1$1(lN5. I,£[ 5E:Cli00 IS!)]

,. >ll fRAfFC COOR[)', ll!:�'CSS se,J. 'l€ .IS \l(J'/ffl.<)1 IS Olft[(T[D B) NE: E�•1r,u,. 10011,:-,,m DE\'IC£S tijV �£ RE)Jlil!:0 AS OIREC'OD 6Y :lit [NGltt;fR.

J.I.L l'OIHAIU S!GNS 501,L Bf tiCi.lllEC A ill�Uti OF IFOOI ,eo,l l ... l[�El. ;<' r1YE�[�T roe, FOR l)IRfXl,C,,AL lR••ftC C' TIIO o1,IAN[S Oil LESS ANC• I ll1��,t,1 Of 7 Fill fe'l [ljfl[Cf�J.1. Dr lllRt[ lli(f> IJQ!iE [jlo€S. >,L PC<Hlll.E $1CNS ,,m SIGN til'.JL'ltl,;/; ll!:�·!;(S UT•cl1ID ,t, Ti£ we;,; S�•'.l :l[ NCHRP J5a CTIIPUAIIT. POllH8t.£ S•:-.NS W.Y 11 U",;EO 'IIE• :of: SU��IIOII OF Ill WORI: IS LfSS -�All J DH$.

WI![� THE COtr;lR!.<:TION AIU 'IAS r�rni.Nt!'lfYJT - OR •Ht:RSECIIOIIS. l'OOt; t>ll BC P[Rl'(lRli]j ,. SU,::� • tiA�'l,cR TO FO'll,O<T T�I.FF1: TO M"Of£ 1111� Ill[ LE�ST All!l(I�' Cf �CO,,l'Elll(),Ct .IS POSSlllr.£. AlllllllO!W.

:H,Hl,ElJlMION ·� SIGNll<I 'll!J.l. BE l�T•LcED.•> flE:OUfU. :o lllOI rnsrnc JO R[tij .. •s ��Ull'.llolt ., !'OS:;!&£.

�Hf;tl ,�,�l!«:E R111P}/lfl[�S£CIIONS Mll il<Qi'[�j,l!lC. FLIOO:PS till I!£ Ull:zw JO (0.S!ROL ANll f'RDHIIJI[ lill.-c.llE:�I ,�ro H mo..cCT Al 'HAT 1'{1111 u,,., (()h';JRIJCJ� <•S Cllmrn 1,£ ,,,mrno� SIJl'F�'iMT TO fll:[l.lf!I to OF'lo�lTIG',i, s:,·J,.

fOR 'll(;Hl lit,\ Of'HATIOl<S, orc.�s SII.IU H•l'f:.F<ll la£ L[l;(;fH aF ]Hl T�PCR IK',' II( ,,,�c� OFli'lGE llE'l[Cfl/fD TCP ll�"E 1'.11< (J.(1-- � IN IHI' TJJ'fR IS PtOt�rn IN SECll(fl ,sa. S.'li:lNC OF fl£"7CEI Sfij[C 9F .IS s,m�. OIJ'tl;G Dl.11.t(HT lllU!lS.C�NES 126"11111.IMAY BE u�rn II .ID�•�C£ i,' 00 :-f!WGHCtT W�! Affl, SIG� lO(JTIONS •PE lW!i'OXl�.ITE A� �U 9t: OJJlSTED TO l,(Ef FIELO CllNOITIQNS :IJ: t,tJSl �f W[l"lij TME tlMil"l�S �U fllRIH IN '.Hf >li!Tc□.

I PORT,9,i: S<.'"·ScSlAl�lD SEOOENTIIJ <ll Fl-lSHIN� ,,,ow SIG• SNLL Bf usrn Al TH[ BEGIWNI�� 0' Ej[O LANE (L�E Oil 11.11.11-Ll�t ,:,Hw,1s. ARROW �»<El$ SH.ILL NOT a£ usu Ct. lWO--lANi: IWO-W!Y Hl<,l!WAfS E�CEPT IH CAUll!ll llOOL ll'HfN �or IN USE, PC"-IA!ll.E SIGNS s,mL di. R[IIDVfD fRIJ,I TH£ IRl\"i:lW.IY so :,,; THE ll:SSlGE I� NOT v;s:BLE TD lH[ Wl011S!. INTERIM IIGNS r·,,; jR[ PER"'-NENllY 111111m SH.Ile a;: CD�EREO WHEN NOi .IP11.ICAIILL SC[ SlCT!O� 110.

PllWECl SIGNS t::'0-L G2D-1 i G(0-2 FOR THIS PflUJlC! \H,,:. �[ C[l[JllDl""-lED Wlrn lOJ!ClMl CDPISIRUC'l'), PP(LJ(Cl$. OIU 0HE Sf.I ()f S!Gl'S IS 'llcOUIPED IN E/.CH OIREClillN Hlfl i'•!f TOTAL LE�IH OF .Ill Pl!OJECTS ,. :ac !le:� .. !�� Of 11!£ Fl�Sf P�OJ<Cl •NO 0, T;[ rnotNG OI" Jf,f lASI Pl!OJECT. •il .. lCE :il'ISTRLJUlllN SIG�S .IRF NOT REOUIR£0 mt IMTERt.f:JIIIE <'lOJECTS, UOll,ESS C(Jl',lflUCIION C1N r�c ADJI.C[kl PROJE(Vi ts m,J'l([fD BEFOR€��ND• "'EN °00JCC1 c□�SIRUCTl(II 51(;15 �ILL i!E: ,oos.i ,s NCUSSAR1.

1.1.l T�E ccsr GF ;,;£ �,1rn11,s, LAil� It«) EOLl/?WENT �£:fss,�• 10 [□t.l'l£f[ '"" WORX S>!I.I..L BE i1:��r���m-,1wt�lt�'i1i1°tt�[p\!}��u�t1tr/\ f.i��t�i�tt�i�;1�:

If

T,f PlANS IND IN Iii[ PROPOSIL- F'.Ja ""'�-' :::-.STRLJCTlilll lHE CIJMTR•CTUR )HOLC HW,CE l'IS WOP< so mu fH[RE: i$ ·� lll' roll[ SIGN <IID l� Eill DIRE:,IION 5'0� IN Pljl;[ fllR All EXIT RAWS \I IC. 'J'L5.

1r¼iJiist1i�W,. f 1 �[��D�l��R�s°Hlitl1Cm'1�/M���\.�r:" ClllSTl!UCTION SH,,,_ REOIJi�C m-1 Slf.M5

N.IRK1,:s •IOI[� SICNS IN COl!fll�T WITH INl[Rf� -�i.,1[ ((lliTROL SHltL BE llf.llO�Ea. l[IOCITrn P�:�OvEPrn, APPUC/Jll.[ rn,11"; ''° :,·r�,� l'.I.Rilli!CS jll!)/ll': SIGNING \Hile BE i;.\INTl[NED PE� SlC!l\lll l�I C,AN�[llJl�f, f!E'IICfS IDRUIJS }l 81H:;:c1DESI IN C!MI ICT R!i1l tOMCRrn: 31.RRIER> S!ALL Bl Ollll!EO.

�UNl�.\CC:� �H.,_L �:;ovruE TH£ l<lCESIJJ!Y !Riff IC ca,rq.:,i. DLJRI¼ Ti•E TIE-IN OPER.lil lUN.

THE IRAffl(: COOTff□l or,'C,S \,lQrN FOR .INY Sil(;[ l.l)fiTRuc·:aN S01,L l[W4[N IN P[lCE INC) B[

1 t�l��om,t �nmfts°init�?�'l"J1��iN1

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•EM

SflGfS. REHR TC•�;: �CjN SHEET flJ1 JHL lfflll.ll STICI:: <Ofl "<£5!: TRAFFIC ClllJRlll.S.

S<!Sll�G :,roe l:GVi $1-AlL REM!IN rn l'UC[ sn '-'"" ,s TSE\ WNO! CCH'LIC! UIH T-<[ CONS1qcc110N rs mM�fWiHfi��-iM��F���1,i1��!�t"thhJE�E���•;;g../10::r�•:;;-,:2m ttcm 11i2E�:1T� ·ac SIGNS CI.N�OT & RELO(;AT£0, fHt:� '�£ 111N SkAlt �· Rf�D All) STOREO ,1 A PLACE llESIGNATFD SY rne: C�(alNcrn. :c IUTHfR Ill' TH£ A!)O'/€ CAM ac 0'.J'j,. "SEN 11£ (OMTP!Cr.:I! 5101.L PROV!OE t•'lS[M CUID[ �IC�S I<; co,e�,� ,_ 1ce:oe 110, iQ) (II AAOJHTS WIIH ,_er :JI SUFT SIOULDER';, Ill[ CONTRICl•:;;i SHAL, CR[CI IIH:Dl�f[LY JJIEJ.O OF CONsrn�:, :Th IF[RlTIONS "to�,so,r S.!C'.LDER'' ,ARNING SIGH5 1T THE PRQJi:CT ·,:;i�Jhll, Al IMIERVAI_S MOT TO ncErn.

�IL£ 1�0 IWUE:�:'1LL• PAST EtCH f,R!I\SRQl,fl.

fb) WHtfl[ Ill' CaNrn,::·8; II NOi F/EIPO:ISISU FUR SHOULOf;R CCNl'�cCTION, lHE OCPlflllitM! Will FU:l�"Sol '.HESE SICkl FOP Tl<[ [(lliWICTOFI lO Pie� .10. rn,IIPIJ<;L 4ND Er>E.Cr. TH£ OCPIRTMENT Will LAT[R REi.JVE •!() ff£1'1N !Hf SIGNS.

' ' !lei DEPARTMENT OF

TRANSPORTATION

'.)' �1 �T.I.TE 0" GEORGIA

i STANDARD 'I TRAFFIC CONTROL

� GENERAL NOTES1,STANOARO LEGEND,

i2! �; ;-:( MISCELLANEOUS OET AILS I it� NC SCAl F AUG., i'l':3'l e oc;.

.;1 �:::,.

l.s-nrn, �= �

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Nl.iMBER

GENERAL NOTESi

•LL TR.rl'( (ONfl!Ol. )['/IC[S >fWL �[ WI[]( jJ,:J [R[c;£0 1H •·:CORC••�CC 1'1/H H. ;;;:rus SHOWN (JI< 1,1£ ,;!Jf'i, -,c l,\IT(D, -,, CE��! SWl0.\00 S"'.C{tcjT>C;�S. ,i.:i,OR SPW•L �0\'1$10,s. ,s[( S[CIIOII �'

All m;;ic C�NTFIOI. !lt\lUS SHILL BE IS Sh1!11N, 00 AS OHlECTEO or l�E lWGll.itLif. Al)'JHl(WjL (Jl'V)([S Wll BE lllOLJl>rn IS r,i::ciw av THE u«<EIR.

ft.ll NC,,; f.il' (i>ER1'10NS, )�LIUS ,>,•LL e,,E_,!(W ·;11: LEH&'a II 1ft: :o"f:R ONi.f,l SIJ it.'\lr;ctl DRM¥GF R[Fl"t112ED lOF' S!IWE ON EWI IWUI! IN l,t lAPi'R IS •toU!f!(D" SH'.'00 1,0. Sl'll;IN( �c DEVICES S"lll 8E II 5HOWH, Dl!R'<:; DAYLS."I fl::<Jfl'.,COOFS i lt' Ill<., �n lj£ USED " r.l)'/111:t OF j;,(l IH!�,JG>(JlJ! MK IRlA, f,, Slc1<5 Slt(JIIII HERL AR[ ti 1.rn1T!OII 10 Ale l�Vl�CE ,_ �S "lWRJ:0 IN SEC'� 6D, 1\l "'Rll&C %NI >IW.l ti' l,l!VlTfO, 11\Nll,l}l,I Of i,[JOT IIIOVE T>t: •HEc Of fl'lfl,lfNT EOC,E '1$1 DJRECl�AL FIO)G[RS S.OI.L 3E Fil�;R)ED 10 NEClSSJJ!'r' 10 MJll!ltT ilROr.G OlRHTaON Of '�lfflC '•llfil IIOOK AFIHI, TRAf'IC OF T�� <.?ll'IIE$ o• CE$� Atl'l A IIINIIUI Of" 7 fl'[: roR �'ltCIIONIL (I' ·,11u <],(ll! lnll LJ.N;S, AlL PORTl.iH SG�<; j'<i) Sl(;II U(l(JIIIH(- 0/:\'ICEI Ullll£D 1H HIE fl!OOK <,IML, �[ t;C�R' lSO Cn>IFUI.HI. f'/J!l!Blc Sl&�S 8. ll>H NOl 1H USE. f'/J!HBLl 51[15 51,j_[ 6[ Rlc'-')'/Ll Fl!(JU 1lif: !Hl\'lUI• sa nu, TH( llfSS•sE ,s NOT u•r 8E USED �HDI T,C DlJRj_lJOO ,:,; ''1E WOil( IS l£SS TkU J D"S. !IWE TO Tll lfC·c111sT. �TI'Ri� � ;,,r .IRE 'C�!Hl�' WJNTW S,.M_l ii£ C�i[Rlcl i-lEN �o· !?P(_ICl.l)l(:.

'HSECTION•'M

t�1�?t,\,'1\%�?"�/��'.i':fifEr�;. �tfsl �'?Jf�°t;/.�l:�l\s fos�Fl.1�/'cN� ' 1. •1\'l,IE�I w1 rnm c PllTROL s•• -l es PEA ;m,o� ·,o.

1W� �:.�=Ri��, :t'��� .. ir.1i�&k

0 w�t: �JtJ6 �i i:i'��\W���,� �t\,lt� lC. mfMf:�T r.,'li!IICS _:"OR IEOIPCI•�· rn1P1c mnm. w lli:OLIU

>'Ill•. 8E IN .\CCDRil!NU rn src·,c,, <50 •>IC ., PO,IJ!r N-0, HWZ-2

,.20-2 I ,., •�· • i•· ROAD WORK U'£R,111DNAI. STAlOS. (al OIi PRO.Jl'CTS �1rn ,ow OR SOFl =ulla>. Y:t; :CNffilC'C� Sll'L. m:c1 lt!rt'Jl!IEL! IJfjJ (J" G�Sllll.JCTIO� :lf'E"llil'ti

11,·o '"'- f'f't(l.£CT U rn1; i'(]fNJ UNTIL CONSlll!JC!l(»I MlS ClE•RED T><c RESTRICIION !�HUNT JO RE'Lll'IN TO lllRlCIEO Br lf<c F��'lt£R OR Sl<�WN � T>t: Of.I>!!,, I I (j --->-�a·-

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�E.GIN

T("l,IP, TR�'!"!C j G)j ;; L lbl WIII!\" JHf �rRO(fJR IS NC" �[�ON!<ll[ "JR S1tfi1:.!1[R C,:,,SlilUCTIOH THE OEP;�ryrn1 llll rlllNISS_IHGE,5'G,r; ,o, '

(,)JI �3

CO'lTROL LON[ -1- I lf!E t(JHl�lC �� 10 f'ILlHW, 11N)IWT Ar,,;: E!ll'a, ,fl: (JlPARllil:�T WU llTER �,�O"E Ar;") /l£TllN -,t S.16. -1-, j S.R. O� :r o • I(. IIG,fOI WC.<K zor.:: SIU/I W�l-2 Mfil IIW!-l I IS.Ill 0[ 11·sr11.Lrn � Tli£ !RA Ill WIY Al(l IHE llilE�C!� ,:,aw;• ·� if'· co. l!D. �

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A I� SR OR CR l.ll.!ST REMAIN OPP¥

T'.I TRlF"FIC !;�LESS OTHi:AW>S[ NOTE!: IN Si'ECIAL PROVISIONS ,sn �ENERAL NOT[ •71.

.,l i,_.502 .�VARl['i,j .,.

S-�U>.IEA•C•L VALUl 0' POSTO SPC£Q IN 'Hl.

,, 'LAGG<.R 111TH STOP/SLOW PADC-LE POSFIO�

CHAN(;ES. [H[ r1.Prn, W:i0-7G S•CNS I& CONES, W'LL BE '40'/EO '0 Fil HIS NE\11 F0$1.ION.

<;.�. OQ §·' i CO.�D. ; n "r I

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NEXT_ UILES

60· • <•· '"') WORK w20-1

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56• " %•

ONE LANE

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200' �IN l.<U\J, �oo- DE51'lA6cE Of< 'ANGE�TS, CAN Sf.: '1' ,'CRH5rn AS O,Ru·rn BY THE E�G'N[ER ;"QI>; KORIZuNUL ,:m •"ERTICAl CLJRV[� CII[ TO SIG"T JiSHNCl CONSIDERHI0'-1, IW !·11 WII 13-J [)!, MJ'.ill',jiAI, BE INSIIJ.l<{I 2 ',l,lfS

, 100· 1N ,rnw: o, n.: E<lGJ"""" or • .., ;,;oa,,c· ;,o hf ' 'WU -,noo·,ts IHROL'IIIOIJJ m: PRO.HT, ;,o /J.�O ; 500' 111:Y0�.1 !HE ENO ;;r T�t HEW SJflf.1(11<(. THESE l•CNS $Hill![ REaUIRfD 10 r,,A>l!,!l,M OSUN(T AcLOW(Q SETWE�� w;o-• SIGNS/', rn BE 2 l,il.E5.

'lEMIIN 1H Pllci, IJ<;t MOEFIEO '1':MCVEO e, •,I( iJtCIH!'C� 00 IHM HI[ l'llO.(CT 1$ ICC£PlEO.

J"1wEVEfl occu�; f�T.

!NOTE1 T�O SICN lQCAHON SPA�INGS 2 l.ll.ES -

ROAD

WORK

AHEAD

W2J·' J6· x 1�·

• MAY 9E 'JARl(O "ROM CHE

C•HJE�OICMS S/IOWN DLIC ;�

l�TERSECT!NC �0-'0S :llilYEwn:, L __ Q_� PERIIAN£NT SIG�'>.

•G•, 16

:.ill1J ;�?.1:;,.

I . 0i1 ,-�1

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• . : IF HAGGER WITH STOP/SLOW \'AJOLE �Q�;T•ON sco· •- I 8. 1

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1-------- ------�� -------- ' ,, 1 "' / \I/ILL 3£ MOVED 1[) Fil [Hf Ne�' PVilT,c'-/.

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DETAIL OF C20-4 SIGN Foi- Pliot Vahlcla STANDARD LEGEND :F REOL.1111[0 OR LSEO ON P�O.ErT n· _ ______,;!,,5_: �.S' r-- ,--q PILOT CAR ·' sse,,ss' e SlRll'lU DRUM

PERM•N£NT TYPE POS' i;OJt.ED S·C.N ,,. YOL�'. f!tG�TI

(8 TEMFO�•R• P<lS I MGUNTcO 5 r,� - 17' WOJ¾ T HEIG•HI

SGO' •-

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ROAD

AHEAD

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�-20-4 36' � 36·

000' ♦-

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WORK

AHEAD

'Nl:l-1 21' x 2•·

11120-, 36" < !�·

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ROAD WORK **

G20·1

"'" MILES

fiO' < 5;•

*-!IE-Nol PE(JUIRED FOR !'l!OJEC1l£SSTHIN l�O -.,,_ES � LE•I'H.

['IO 1[1.lP, TRAFf,C £�!�'1Q!._ ZONt

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�f'!:M IEIIPORJq, OPERn,•; >l'EWS IS[ IESS lHm ·..: 10S!EC 11'1:W

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I mo ll'EEJ. u�por;,�r (ffR;·oc, �PEW SHlll_ �l :i; M.PJl,LNL.ESS O�RWISt '8" 24 RQAO WORK (lET[jMIOJl� HY TH[ ['<Gl,lt(R.

I % • 1,1 DEPARTMENT OF TRANSPORTATION

�. '"' STAT[ Of GEORGIA i.1: "" ur li-1J FQLLO� tJ nrncs c ·:h P[IRHBLE l.<OUNl CO S G� l'IM.LIJ Hr1r.�, OF' ·n. A60'1;: TH� EDGE :,r Pl,\iP.licNT, •�SHLcEC �� P[R �CHRP �50 TES-•NG ROOu,'lt:�E:NT> . !

STANDARD

TRAFFIC CONTROL DETAIL

FOR LANE CLOSURE

_}.;_ �c•

]6· ij: �;;� H

H/2 'R•D11JS

c:=.=i �OR� •'lEA

,A_ TRA>TIC GONt - 28'�1N,- o•n�E �s� UNl"

A

........ "LACCH WI\H �fO"·S,C� NO�LE "

ON TWO-LANE HIGHWAY

N� Sl:AU:. RF.Ii. & "lEDR, J�LY.1999

•s.

�1�::

S,J(I"''.\�;�� D£$1{;N (NC•/<UR

1•RP•o,_E01 Cd,_�/lt!f!J' t

I.JU\IBER

FY 2025 GDOT TIA LOCAL LET PROJECTS-TELFAIR CO.

CONTRACTOR BID TOTAL SHEET

(Bidders Please fill-in alJ yellow highlighted areas)

004-0047

EXTRA WORK-BULLO NEW SHOl'LDERS (I' MJ'.'ill\1lll\l TO 2' �1A.Xll\lFM WIDTH), t:,,.SlALLING PER\IA'\'ENT GRASSl:\G, PLACNG AGRIClTllRAL LIME, FERTILIZER \1LXED GRADE, FERTILIZER NITROGEN CONTt:NT, A "<D PLAC'l�G WOOD FIBER

1BL•\NKf:T \IATERIAL n PE 2. THIS WORK 11\'CLl.DES BOTH

ROADWAY SUOULUERS. GDOT STA:\DARD SPECIFICATION 700.

1S0-1000 ITRAFFIC CONTROi.

210-0100 !GRADING COMPLETE-SPRJ\'G AVENUE PART 2

IGRAUED AGGREGATE BASE COURSE, 4 l�CIH:S INCLUDING 3t0-S040 MATERIAL (l'iC'UiDt:S PRl\fJNG) SPRl1'G -\ \'E"l'E PART 2

RECYCLED ASPl:f CONC PATCHIJ\'G, ll\CL BITuM MATL & H LIME� 402-18021440 LBS/SY (INCLl DES \IILLl1'G OllT, CLEA'll'IG, & TACKI'.'iG

PRIOR TO PATCHING.)

402_3 03 I RECYCLED ASl'H CONC 9.5 MM,SUl'ERPAVE GP 2 ONLY, l�CL l BITIJM MATL & H LIME a' 125 LBS/SY

402_3103 I RlXYCLED ASPH CO\'C 9.5 MM,SlPERPAVE GI' 2 O�LY, INCi.

BITUM MATL & II LIME 'g' 135 LBS/SY

RECYCLEO ASl'H CONC 19 :VIM BINDER,SUPERPAVE GP I Oil 2, INCL 402-3190 IBl'JTM MATL & H LIME@220 LBS/SY (USE Ol\ Sl'RING \VE\'t.:E Part I

413-1000 IBITUM TACK COAT@0.04 GAUSY(includes deep patching quantity)

ASPH CO;\'CRETE 1.1!:VELI:"'G-OPE� GRADF�U CRACK RELIEF 4IS-SOOO JNTERLA Yim, GP 2 ONLY, l�CL. BITUM .\JATL & H LIME

424-6201

550-2180

!DOUBLE SURFACE TREAD1ENT, STN SlZE 7&89, GP I OR 2 'WITH

SAND SEAL WIO

ISIDE DRAIN l'JPE, 18. IN. II 1-10- FOR 2 DRJVEWA YS ON SPRING

AVENUE PART 2 LOCATIONS SHOW"< O'.\ QTY. SHU:T

652-2501 I SOLID TRAFFIC STRIPE, 5 IN. WHITE-HIGH BlllLD PAINT

652-2502 ISOLID TRAFFIC STRIPE, 5 IN. YELLOW-HIGH BUILD PAfNT

653-1704 ITUERMOPLASTIC SOLID TRAFFIC STRll'E, 24 I:\'. WHITE

IT IOUAN'fiTY lt:�l

LM O.JI

LS 1.00

LS 1.00

SY 1330.00

TOt'i 317.00

TON 48(,.11

TON 106.00

TOt'i 139.00

GAL 2438.36

TON 2317.02

SY 43711.56

LF

40.00

Ll:\'EAR 7.97

:HILE

LINEAR

MlU: I 7.97

LINEARI

FT. 72.00

GRAND

TOTAL$

1aM

TOTAL BID PRICE, LABOR, AND

MATERIALS:

TELFAIR COUNTY

FY 2025 LOCAL LET GDOT TIA PROJECT

Bidder hereby agrees to commence work under this contract within 30 DAYS after issuance of notice to proceed and to complete the project within 180 Days from notice to proceed date.

*****NOTE**1:*-1t

*****�!:*If the work is not completed by the time stipulated in the Contract or within such extra ti111e!

that mav be allowed. Liquidated Damages will be

• ssessed in accordance ,vith the current edition of the

DOT Standard Specificationsinc:::xx, BID SCHEDULE

Mail or hand deliver two (2} Hard copies o..f the Complete Bid Packages to:

Telfair County Board of Commissioners

91 TELFAIR AVENUE, SUITE A

MCRAE-HELENA GEORGIA 31055

(229) 868-5688 Extension 22

Attn: COUNTY CLERK

PROJECT NAME: TELFAIR COUNTY

FY 2025 LOCAL LET GDOT TIA PROJECT

The undersigned, as Bidder, hereby declares that the only person or persons, company, or parties interested in this bid is or are names herein; and that this bid is made without connection with any other person, company, or parties making bid; and that it is in all respects fair and in good faith, without collusion or fraud.

The Bidder further declares that he has carefully examined the site of the work, has read, and understands the documents, specifications, and contract documents relative thereto and has read all special provisions and addenda furnished prior to the opening of bids; and the Bidder further declares that he has informed himself fully in regard to all conditions and requirements pertaining to the work

The Bidder proposes and agrees, if this bid is accepted, to enter into agreement with the Owner in the form of the contract specified and to furnish all labor, tools, equipment, and incidentals necessary to complete the work in full and in accordance with the shown, noted, described, and intended requirements of the contract documents. The Contractor shall be responsible for ordering materials in a timely manner to insure no delay in progress of the work. The Contractor shall submit the invoices, tickets, or all other documentation that may be acceptable to the Owner for their payment.

Bidder accepts all the terms and conditions of the instructions to bidders, including without limitation, these dealing with the disposition of the bid security.

The bidder agrees that, at the time of signing the contract, he will furnish the Performance Bond and Payment Bond in the forms attached hereto, each in the amount of one hundred percent (100%1 of the contract price. Bidder will also furnish all the required insurance certificates.

The undersigned agrees to furnish all labor, equipment, and materials necessary to complete the work shown, indicated, and specified in the documents, specifications, and bid schedule.

TELFAIR COUNTY FY 2025

LOCAL LET GDOT TIA PROJECT

Receipt is acknowledged of the following addenda:

No. __ _ Dated:

No. __ Dated:

Bidder agrees that the Owner has the right to accept or reject any or all bids and to waive all formalities.

Respectfully submitted, Company Date: ______ _

By:

Signature

Printed Name

Title

CORPORATE SEAL

Address

City/State/Zip

Telephone

Facsimile

Company Email Address

Telfair County is an Equal Opportunity SeNices Provider and Employer