March 11, 2019 TO: All Bidders under ITB No. 19-101072 ... · Purchasing and Contracting Department, Maloof Administration Building 1300 Commerce Drive, 2nd Floor Decatur, Georgia

Purchasing and Contracting Department, Maloof Administration Building ▪ 1300 Commerce Drive, 2nd Floor ▪ Decatur, Georgia 30030 ▪ 404-371-7051 Office ▪ 404-371-7006 Fax

Website: www.dekalbcountyga.gov

March 11, 2019

TO: All Bidders under ITB No. 19-101072, ROAD WIDENING, SIDEWALKS, BIKE LANES (ROCKBRIDGE ROAD - ALLGOOD TO ROWLAND ROAD)

FROM: Department of Purchasing and Contracting, DeKalb County, Georgia

ADDENDUM NO. # 1

Invitation to Bid (ITB) No.: 19-101072, ROAD WIDENING, SIDEWALKS, BIKE LANES (ROCKBRIDGE ROAD - ALLGOOD TO ROWLAND ROAD), is hereby amended as follows:

1. We have received questions pertaining to this Invitation to Bid. The questions and theirresulting answers appear below:

A. Question: Who pays for the testing of concrete or general testing? Is it the County or theContractor?

Answer:. The County will be responsible for the testing of the concrete and asphalt during the project. Please note that NPDES monitoring and testing is the responsibility of the Contractor.

B. Question: Any geotechnical exploration or do you have any information on the presence ofrock within the project limit?

Answer:. No geotechnical exploration/reports were performed during the preconstruction phase of this project.

C. Question: Would you require clearing of all trees within the construction easements?

Answer:. The contractor is not required to clear all of the trees within the temporary easements.

D. Question: Does the DBE requirement for 0008121 need to include the W&S items? .

Answer: Yes, the DBE requirement includes the water and sewer items.

http://www.dekalbcountyga.gov/



E. Question: Since the completion date for this project is more than 366 calendar days, willDeKalb County include the GDOT Special Provision Specification 109 for the Liquid IndexPrice Adjustment?

Answer: The Asphalt Indexing does not apply to this project.

F. Question: What is the budget for this project?

Answer: Cost estimates are not made available for projects funded through the Georgia Department of Transportation.

G. Question: We have been unable to find on the plans where it is shown which water lines are tobe filled with flowable fill. Can the plans be revised to call out which water lines are to befilled with flowable fill?

Answer: The plans will not be revised. The existing 6” and 8” line from sta 102+33 to sta 117+25 will need to be abandoned and grout filled. Additionally, any lines off the lines noted above shall be grout filled to the plug/cap connections as shown on the drawings.

H. Question: There are several bid items that are associated with one PI and not the other. Due toPI# 0008121 and PI# 0012789 both having a 14% DBE goal, can the following bid items beadded to both PI’s in order for the Contractor to spread the money across both PI’s?

a. Grassing items, erosion control items, and traffic control

Answer: No, the DBE goals need to be based on the items for each PI number

(0008121 and 0012789).

I. Question: Will the basis of award for this project be low bidder for the Grand Total Bid?(Grand Total Bid = Total Bid PI 008121 + Total Bid PI 0012789 + Total Bid Water & Sewer)

Answer: Add the following to Bid Document Page 13 Under Award of Contract: The low bid will be determined based on the sum of the grand total bid for PI0008121, PI0012789 and Water & Sewer items.

J. Question: It appears the water & sewer bid items are included with PI# 0008121. Does theDBE goal of 14% for PI# 0008121 include the water & sewer items?

Answer: See response to question “D”.




K. Question: Will the GDOT Asphalt Index apply to this project due to the completion datebeing greater than 1 year?

Answer: See response to question “E”.

L. Question: According to one of our water subs there was a new water main installed recentlyfrom Memorial Drive to N. Deshon. That project skipped over Pine Lake because of thisRockbridge Road project. There are new stub outs on each end of this project that are notreflected on the plans. Should connections to this new water main be incorporated into thisproject?

Answer: Yes. DeKalb County has recently installed a new 8”waterline on each end of the project. Please refer to the as-builts attached to this addendum. The plugs on the end of the 8” line at each end of the project reflect the approximate location of where the new tie-in is located.

M. Question: Page 22 of the bid documents states “If the Bidder’s Unit Price exceeds one page inlength it should be completed in an excel format, typewritten, printed out and attachedhereto. Handwritten Unit Prices exceeding one page in length may not be accepted and mayresult in the proposed Bid being deemed non-responsive.” Please clarify what this statementmeans. Can the bidder print out the bid form and handwrite the unit prices in the spacesprovided? If the County wants an excel bid form filled out please provide one to the bidders.

Answer: Please provide either typewritten or written legibly, printed out and inserted in a separate sealed envelope.

N. Question: There are 3 Business Signs located on parcels 6 & 7 that will need to be removed.Will these signs be removed prior to construction? If not, what responsibility does theContractor have for relocating these signs?

Answer: No signs are being removed on parcel 7. The signs on parcel 6 shall be removed as a part of the construction contract.

O. Question: There will be existing parking lot pavement removed inside the easements shownon parcels 6 & 7. How will the County pay for the replacement of this pavement once impactedby construction?

Answer: Quantities have been provided for the replacement of the parking lot as shown on the plans. Repair work (if applicable) on this parking lot for parcel 6 and 7 will paid for by the unit costs established under the contract and must be approved by the engineer to be considered for payment.




P. Question: There is an existing light pole located at approximate sta. 110+75 RT that will needto be removed. Will this light pole be removed prior to construction? If not, what responsibilitydoes the Contractor have for relocating this light pole?

Answer: This light pole will be relocated by Georgia Power as a part of their utility relocations. Georgia Power intends to replace the lighting along the corridor as a part of their relocation plan.

Q. Question: Where does the Type 2 pull box go on this project? It is listed on the LOM on page27-0002, but I do not see it on the plans.

Answer: Type 2 pull box is not required for this signal. A revised sheet 27-0002 updating the list of materials is attached to this addendum.

R. Question: Since there is one schedule of values for each PI (Two in total), how would like thecounty to split the lump sum items such as traffic control and grading complete since they arerepeated in both?

Answer: Grading complete is the only lump sum quantity on both PI numbers. Please base your grading complete lump sum costs on the roadway items associated with the PI number that it is under. Please refer to the typical sections for the extent of work associated with each PI number.

S. Question: If we are a Prime DBE/LSBE do we need to have include a subcontractor DBEparticipation to meet the 14% requirements?

Answer: No, additional DBE participation is not required, however, you must include your information on the DBE goal sheet if the Prime is going to meet the DBE requirement.

2. It is the responsibility of each bidder to ensure that he/she is aware of all addenda issuedunder this RFP. Please sign and return this addendum. You may call Jennifer Schofield,Procurement Agent, 404.687.4042; before the Proposals are due to confirm the number ofaddenda issued.

3. All other conditions remain in full force and effect.

__________________________________ Jennifer Schofield Procurement Agent Department of Purchasing and Contracting




ACKNOWLEDGMENT

Date: ______________________________

The above Addendum #1 is hereby acknowledged:

______________________________________________________________________________ (NAME OF BIDDER)

________________________________________ ___________________________________ (Signature) (Title)

jjs/DR

RFP No. 19-101072, ROAD WIDENING, SIDEWALKS, BIKE LANES (ROCKBRIDGE ROAD - ALLGOOD TO

ROWLAND ROAD)


MILES

REVISIONS

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

01-0001

FEDERAL ROUTE # N/A

PLAN AND PROFILE OF PROPOSED

DEKALB COUNTY

STATE ROUTE # N/A

UNDER THE SUPERVISION OF:

PLANS PREPARED BY:

JENNY C. JENKINS, P. E.

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY

INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS

ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED

OR IN ANY WAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS

PL

P L

P L

P L

P L P L P L P L

P L

P L

P L

PL

PL

PL

PL

P L

P L

P L

P L

P L

P L

PL

PL

PL

PL

PL PL

PL

PL

PL

DISTRICT NO. 4 .

COUNTY AND IS 100% IN CONGRESSIONAL

THIS PROJECT IS 100% IN DEKALB

P. I. NO. 0008121/0012789

P L

EXISTING R/W

EXISTING R/WEXISTINGR/W

PL PL PL PL PLEXISTING

R/W

SPEED DESIGN: 35 MPH

No. 089

DeKALB COUNTY

0.325

0.000

0.325

0.000

0.325

OF 1988 (NAVD 88).

THE NORTH AMERICAN VERTICAL DATUM

OF 1985 WEST ZONE (NAD 83/94) AND

USING THE GEORGIA COORDINATE SYSTEM

THIS DOCUMENT HAS BEEN PREPARED

E 2284597.9354

N 1377305.0798

STA 110+07.50

PROJECT MIDPOINT

DESIGN DATA: ROCKBRIDGE ROAD

TRAFFIC A.D.T.: 23,000 (2038)

TRAFFIC D.H.V.: 750

DIRECTIONAL DIST: 66%

TRAFFIC A.D.T.: 18,920 (2018)

24 HR.TRUCKS %: 7.3%

% TRUCKS: 8.6%

DEKALB COUNTY PUBLIC WORKS

CSTEE-0008-00(121)

FROM ALLGOOD ROAD TO ROWLAND ROAD

CS 796/ROCKBRIDGE ROAD

N.T.S.

LOCATION SKETCH

P. I. NO. 0008121/0012789

PROJECT DESIGNATION: EXEMPT

FUNCTIONAL CLASS: URBAN MINOR ARTERIAL

APPROVAL DATE: 3/29/16

LOCATION & DESIGN

PLANS COMPLETED 11/16/18

03/07/19 : 01-0001, 03-0001, 27-0002

3/7/2019

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\\vhb\proj\Buford\63023.00 DeKalb_Rockbridge\cad\te\DGN\0008121_01-0001.dgn

GRWCOV

CONCOV

01/26/2015

DRAWING No.

200 400

SCALE IN FEET

0 100

DAOR E

GDIRBKCOR

87 SU

PARK

STONE MTN

58

2

ET

AT

SR

ET

NI

EVIRD LAIROMEM

100

+00

105

+00

110

+00

115

+00

120

+00

40

LL

15

LL

16

LL

ROCKBRIDGE ROAD

RO

WL

AN

D

RO

AD

AL

LG

OO

D

RO

AD

PIN

E

LA

KE

CIT

Y

LIMIT

CIT

Y

LIMIT

PIN

E

LA

KE

CIT

Y

LIMIT

PIN

E

LA

KE

CIT

Y

LIMIT

PIN

E

LA

KE

CITY LIMITPINE LAKE

SP

RI

NG

DRI

VE

CL

UB

HO

US

E

DRI

VE

PO

PL

AR

RO

AD

41

LL

PINE LAKE CITY LIMITROCKBRIDGE ROAD

PROJECT

P.I. No.

15

LL

16

LL

41

LL

40

LL

STA 21+00.00

ALLGOOD ROAD

STA 102+29.76 =

ROCKBRIDGE ROAD

CENTERLINE INTERSECTION

STA 40+00.00

CLUBHOUSE DRIVE

STA 109+62.27 =

ROCKBRIDGE ROAD


STA 51+50.00

ROWLAND ROAD

STA 117+69.85 =

ROCKBRIDGE ROAD


STA 30+00.00

SPRING DRIVE

STA 104+81.61 =

ROCKBRIDGE ROAD


REQ'D R/W

R/W

REQ'D

41

LL

41

LL

15

LL

15

LL

LAND LOT LINE

LA

ND

LO

T

LIN

E

0008121/0012789

CIT

Y

LIMIT

PIN

E

LA

KE

R/W

REQ'D

STA 110+07.50

PROJECT MIDPOINT

E 2283770.2182

N 1377522.8451

STA 101+50.00

ROCKBRIDGE ROAD

0008121/0012789

BEGIN PROJECT

E 2285455.3244

N 1377317.0638

STA 118+65.00

ROCKBRIDGE ROAD

0008121/0012789

END PROJECT

REVISION

REVISION SUMMARY

03-0001

DRAWING NO.DATE DATE DRAWING NO. REVISION

REVISION DATES

3/7/2019

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6:53:13 PM

CONBDR

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

8/28/2015

ROCKBRIDGE ROAD


0008121/0012789

UPDATE REVISION LIST01-000103/07/19

UPDATE REVISION LIST03-000103/07/19

REMOVE TYPE 2 PULL BOX SHOWN IN LIST OF MATERIALS27-000203/07/19

03/07/19

SPRIN

G D

R

ALLGOOD R

D

ALLGOOD C

IR

OAK H

ILL C

IR

OAK H

ILL C

IR

ALLGOOD C

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ROCKBRIDGE ROAD

NO WORK DONE FROM STA 70+50 TO 87+00

POPLAR R

D

SPRIN

G D

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CLUB H

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R

ROW

LAND R

D

ROCKBRIDGE ROAD

4 OF 6SHEET NO.

PR

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:C

LIE

NT

:

CHECKED BY: WCT

DRAWN BY: DGK

DATE: 1/8/2019

PROJ. NO.: 2017-1358-004

SHEET TITLE

SCALE: 1"=50'

Cor

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enta

l Ris

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Park

way

♦ S

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NOTE: ALL NEW WATERLINE, HYDRANTS AND VALVES ARE LOCATED WITHIN THE RIGHT OF WAY OF ROCKBRIDGE ROAD.

AS-BUILT

SURVEY

RO

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BR

ID

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R

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DIA

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(G

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MAIL

MAIL

YIELD

ALLGOOD

ELEMENTARY

SCHOOL

A

B

B

A

G

TC

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

M

EXISTING R/WEXISTING R/W

PL

PL

PL

PL

PL

PL

PL

EXI

STI

NG

R/

W

EXISTING

R/W

EX.

R/

W

EX.

R/

W

SIGNAL PLANS

27-0002

SIGN

SIGN

NAMESTREET

SIG

N

NO TRUCKS

WAYONE

TRUCKSNO

REDONTURNRIGHT

ASPHALT

ASPHALT

ASPHALT

TRUCKSNONAME/

STREET

AT&T DUCT BANK

8"CIP(1942) 16"DIP(1963)

4" PLASTIC4" PLASTIC

ABANDONED CATV

4" P

LA

STIC

12"

DIP(1975)

6"

AC(1954)

8"CIP(1942)

2" P

LA

STIC

AB

AN

DO

NE

D

GA

S

LIN

E

COMM. LINE

ABANDONED

CATV

ABANDONED

POLE

STEEL

TH 4TH 6

TH 5

TH 7

TH 8

TH 9A

TH 9

963'WW

AT&T OHGBKTA-900

AT&T OHG

AFTW-600

BKMA-600

BKTA-900

BK

MA-

600

APPROXIMATE

LAND LOT L

INE

L.L.L.APPROX.

LL 15

LL 41

LL 15

LL 41

FELIX OMEL

N/F

FELIX OMELN/F

BAPTIST CHURCH, INC.

PINE LAKE

N/F

REQ'D R/W

REQ'D R/W

RE

Q'

D

R/

W

HOGAN ESTATE, LLC

N/F

ESTATE, LLC

HOGAN

N/F

ESTATE, LLC

HOGAN

N/F

ESTATE, LLCHOGANN/F

103

+00

10

4+00

105

+00

P.

C. 103

+72.30

P.

R.

C. 105

+18.48

P.

T.

10

6+72.52

20+0

0

30+00

31+00

NOTE "A"

40.61' RT

STA 104+45.75,

EX. LIGHT POLE

DO NOT DISTURB

NOTE "A":

NOTE "B"

REMAIN

POLE TO

STRAIN

EXISTING

REMAIN

POLE TO

STRAIN

EXISTING

EXISTING SIGN

DO NOT DISTURB

34.00' RT

105+22.00,

STRAIN POLE

PROPOSED

ROCKBRIDGE ROAD

SP

RI

NG

DRI

VE

AL

LG

OO

D

RO

AD

P4

STA 30+00.00

SPRING DRIVE

STA 104+81.61 =

ROCKBRIDGE ROAD


WIRE CABLE ARE INSTALLED.

UNTIL NEW STRAIN POLE AND SPAN

NOT REMOVE EXISTING STRAIN POLE

TO EXISTING SPAN WIRE BOX; DO

ATTACH NEW SPAN WIRE CABLE

STA 105+22.00, 34.00' RT

PULLBOX, TP 3

SIGN, AND PEDESTRIAN SIGNAL (P4)

PEDESTRIAN PUSH BUTTON,

SPAN WIRE CABLE,

INSTALL STRAIN POLE WITH

30 120

SCALE IN FEET

0 60

647-1000 LUMPTRAFFIC SIGNAL INSTALLATION NO. 1 LUMP

639-4004 EA 1

NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY

UNIT

REEL

EA

LF

QUANTITY

REEL

EA

LF

EA

EA

PULL BOX, PB-3 EA

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY

LOOP/PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT); 3 PAIR, 18 AWG

SIGNAL CABLE (14 AWG); 7 CONDUCTOR, PER 1000 FT.

PEDESTRIAN PUSHBUTTONS STATIONS, W/BUTTONS AND SIGNS:

9" x 15", R10-3E, (L)EFT OR (R)IGHT, COUNTDOWN

PEDESTAL POLE & SQUARE BASE

MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION LUMP LUMP

FULL HAND/MAN OVERLAP 9" HIGH, NUMBERS & 12" SYMBOLS

1-SECTION, 16" x 18" LED - "INCANDESCENT LOOK" COUNTDOWN PEDESTRIAN SIGNAL HEAD,

NOTE: THE LIST OF MATERIALS IS A GUIDE, NOT AN ALL-INCLUSIVE LIST

CONDUIT, NONMETAL, TP 2, 1"

CONDUIT, NONMETAL, TP 2, 2"

MATERIALS

STRAIN POLE, TP IV

18"

R10-3E(L)

9" X 15"

VEHICLES

WATCH FOR

START CROSSING

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

TIMERTO FINISH CROSSING

TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

DON'T CROSS


TIME REMAINING08

TO CROSS

PUSH BUTTON

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

1

1

1

1

1

1

1

15

PEDESTRIAN SIGN

PAY ITEMS

LIST OF MATERIALS

P4

10

LED COUNTDOWN PED HEAD

REVISION DATES

3/7/2019

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DATE:

DATE:

DATE:

DATE:

P.I. No.

8/28/2015

ROCKBRIDGE ROAD


0008121/0012789

ORANGE BARRIER FENCE

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

639-2002 15LFSTEEL WIRE STRAND CABLE,… IN

03/07/19

Documents

March 11, 2019 TO: All Bidders under ITB No. 19-101072 ... · Purchasing and Contracting Department, Maloof Administration Building 1300 Commerce Drive, 2nd Floor Decatur, Georgia