BATSON AND BROWN, INC.

CONSULTING ENGINEERS & SURVEYORS OFFICE LOCATIONS: LUCEDALE & GAUTIER

REPLY TO:

4347 OLD SPANISH TRAIL

GAUTIER, MS 39553

Office (228) 522-6353

Alt. (601) 947-8619

engineering@batsonandbrown.com

Page 1 of 2

Addendum No. 1

TO: PROPOSED BIDDERS

PROJECT: ERBR-30(02) PARKERS LAKE BRIDGE, JACKSON COUNTY

DATE: NOVEMBER. 13, 2020

1. Contract time is being correctly noted as 300 Calendar days. (In lieu of 300 working

days). Some contract documents were inadvertently released with the cover referencing a

working day period. All references to contract time requirements shall be changed

accordingly.

2. Revisions made for quantities and pay items for erosion control work. Corrections made

in corresponding sheet tables and project summary tables for Rip-rap, Topsoil, Seeding,

Oil Absorbent Boom, and removed Turbidity Barrier items. Revisions noted on the

following sheets:

• Sheet 2A

• Sheet 2F

• Sheet 2G

3. Revised bid proposal sheets are being issued for the quantity and pay item changes.

Please replace the following sheets in the contract documents. (Use attached proposal

sheets marked ‘revised per addendum’.

4. Add Specification section 907-234-G, for Oil Absorbent Boom.

5. For purposes of construction under this contract, it is recognized that construction

materials may need to be brought in from either direction of the project. Being the

existing bridge crossing for the Pascagoula River (Roy Cumbest Bridge, Structure #SA

30-043) is currently posted, contractors may request and receive approval for use of this

structure and the westerly section of Wade Vancleave Road, as a designated haul route

for delivery of materials under this project. Loads may not exceed the maximum weight

of 80,000 lbs. Use of this route may be subject to change, pending construction of work

for bridge #SA 30-043 (being issued under a separate contract) and/or other condition

factors for the bridge itself.

Page 2 of 2

Please place this Addendum on the inside cover of your Contract Documents. Bids will not be

accepted without this Addenda being attached to your documents

Sign and date below, and return a copy of this sheet to our office immediately by email to

kimberly@batsonandbrown.com.

____________________________________

Bob Diamond, P.E.

Acknowledgement of receiving Addendum No. 1, ERBR-30(02) PARKERS LAKE BRIDGE REPLACEMENT PROJECT, is made by:

Received by: _________________________

Company: _________________________

Signed: _________________________

Date: _________________________

Ref. No. Pay Item No. Work Description

Roadway Items1 S-200-A MOBILIZATION 1 LS

2 S-201-A CLEARING AND GRUBBING 1 LS

3 S-202-B REMOVAL OF EXISTING BRIDGE (STA. 20+88.53) 1 UNIT

4 S-202-D REMOVAL OF ASPHALT PAVING (ALL DEPTHS) 4761 SQ

5 S-203-A UNCLASSIFIED EXCAVATION (FM) 1238 CY

6 S-203-E BORROW EXCAVATION (CONTRACTOR FURNISHED) (LVM) (CLASS 7) 59590 CY

7 S-240-A GEOGRID TYPE III (TRIAXIAL TYPE - TX160 OR EQUAL) 5858 SQ

8 S-304-C CRUSHED STONE (SIZE 610) (LVM) 3501 CY

9 S-403-A HOT MIX ASPHALT, ST, 9.5 MM 517 TON

10 S-403-A HOT MIX ASPHALT, ST, 12.5 MM 1123 TON

11 S-406-A COLD MILLING OF BITUMINOUS PAYEMENT, ALL DEPTHS 367 SY

12 S-606-B GUARDRAIL, "W" BEAM 275 LF

13 S-606-D GUARDRAIL, BRIDGE END SECTION, TYPE "I" THRIE BEAM 4 EA

14 S-606-E GUARDRAIL, TERMINAL END SECTION 4 EA

15 S-617-A RIGHT-OF-WAY MARKERS (TYPE I) 10 EA

16 S-618-A MAINTENANCE OF TRAFFIC 1 LS

17 S-618-B ADDITIONAL CONSTRUCTION SIGNS 0 SF 10.00 0.00

18 S-619-E 4" WIDE TEMPORARY TRAFFIC STRIPE (CONTINUOUS YELLOW) 3698 LF

19 S-619-E 4" WIDE TEMPORARY TRAFFIC STRIPE (CONTINUOUS WHITE) 3524 LF

20 S-619-E 4" WIDE TEMPORARY TRAFFIC STRIPE ( WHITE DETAIL) 126 LF

21 S-620-C 4" WIDE COLD PLASTIC EDGE STRIPE (CONTINUOUS WHITE) 0.21 MI

22 S-620-E-1 4" WIDE COLD PLASTIC EDGE STRIPE (CONTINUOUS YELLOW) 1104 LF

UnitApprox. Quantity

***SPECIAL NOTICE TO BIDDERS***BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED

For the construction of: BRIDGE REPLACEMENT AND APPROACH ROADWAY on 0.45 mile(s) of county road known as Wade-Vancleave Road in JACKSON

County, Mississippi under JACKSON COUNTY ERBR-30(02)

SECTION 902 PROPOSAL

PAGE 1

I (We) agree to complete the entire project within _300_ calendar days.

PROJECT NO: ERBR-30(02)

JACKSON COUNTY, MISSISSIPPI

Unit Price Item Total

REVISED PER ADDENDUM #1

Ref. No. Pay Item No. Work Description

ROADWAY ITEMS CONTINUED

23 S-621-C 4" WIDE THERMOPLASTIC EDGE STRIPE (CONTINUOUS WHITE)(60

MILS)0.67 MI

24 S-621-E-14" WIDE THERMOPLASTIC TRAFFIC STRIPE (CONTINOUS YELLOW)

(90 MILS)3698 LF

25 S-621-H-1 THERMOPLASTIC LEGEND (WHITE)(120 MILS) 126 LF

26 S-627-J TWO-WAY CLEAR REFLECTIVE HIGH PERFORMANCE RAISED MARKERS 60 EA

27 S-627-L TWO-WAY YELLOW REFLECTIVE HIGH PERFORMANCE RAISED MARKE 10 EA

28 S-630-BREFLECTORIZED TRAFFIC REGULATROY SIGN (ENCAPSULATED

LENS)2

EA

29 S-630-CREFLECTORIZED TRAFFIC OBJECT MARKER(ENCAPSULATED LENS)

TYPE 34 EA

30 S-631-A FLOWABLE FILL 240 CY

31 S-815-EGEOTEXTILE UNDER BRIDGE END TREATMENT, TYPE V, A.O.S. 0.21 -

0.43372 SY

EROSION CONTROL ITEMS32 S-211-B TOPSOIL FOR SLOPE TREATMENT (CONTR FURNISHED) (LVM) 1982 CY

33 901-S-212-A AGRICULTURAL LIMESTONE 6.2 TON

34 S-212-B COMMERCIAL FERTILIZER (13-13-13) 3.1 TON

35 S-212-F AMMONIM NITRATE 0.80 TON

36 S-214-A SEEDING 3.1 ACRE

37 S-215-A VEGETATIVE MATERIALS FOR MULCH 6.2 TON

38 S-226-A SOLID SODDING 2500 SY

39 S-227-A EXCELSIOR BLANKET 15910 SY

40 S-233-A TEMPORARY SILT FENCE (TYPE I)(AOS 0.15-0.84) 2878 LF

41 907-237-A WATTLE 20" 740 LF

42 907-234-G 5" OIL ABSORBENT BOOM * 578 LF

BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED

***SPECIAL NOTICE TO BIDDERS***

PAGE 2SECTION 902 PROPOSAL

Subtotal Roadway Items =

Unit Price Item TotalUnit

Subtotal Erosion Control Items =

Approx. Quantity

PROJECT NO: ERBR-30(02)

JACKSON COUNTY, MISSISSIPPI

REVISED PER ADDENDUM #1

Ref. No. Pay Item No. Work Description

BRIDGE ITEMS

43 901-S-803-I PDA TEST PILE 4 EA

44 S-803-B CONVENTIONAL STATIC PILE LOAD TEST 2 EA

45 S-803-C 14" PRESTRESSED CONCRETE PILING 1275 LF

46 S-803-C 18" PRESTRESSED CONCRETE PILING 1885 LF

47 S-803-F 18" PRE-FORMED PILE HOLE 540 LF

48 S-803-F 24" PRE-FORMED PILE HOLE 420 LF

49 901-S-803-J PILE RESTRIKE 4 EA

50 S-803-K DRILLED SHAFT, 72" DIAMETER 816 LF

51 S--803-M TRIAL SHAFT 72" DIAMETER 134 EA

52 S-803-N EXPLORATION 120 LF

53 S-803-O TEMPORARY CASING, 72" DIAMETER 450 LF

54 S-804-A BRIDGE CONCRETE, CLASS AA 850.7 CY

55 S-804-C 110' PRESTRESSED CONCRETE BEAM, TYPE 1+2 3842 LF

56 S-805-A REINFORCEMENT 150724 LBS

57 S-813-A CONCRETE RAILING 1100.00 LF

58 S-815-A LOOSE RIPRAP, 300 LB. 1614.0 TON

59 S-815-E GEOTEXTILE UNDER RIPRAP, TYPE V,A.O.S. 0.21-0.43 2619 SQ

Total Bid =

PAGE 3

Subtotal Bridge Items =

***SPECIAL NOTICE TO BIDDERS***

BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED

SECTION 902 PROPOSAL

Unit PriceUnitApprox. Quantity Item Total

PROJECT NO: ERBR-30(02)

JACKSON COUNTY, MISSISSIPPI

REVISED PER ADDENDUM #1

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION NO. 907-234-G CODE: (SP) DATE: 2/2019 SUBJECT: Oil Boom Section 234, Silt Fence, of the 2017 edition of the Mississippi Standard Specifications for Road and Bridge Construction is hereby amended as follows. 907-234.01- Description. Delete the first paragraph of Subsection 234.01 on page 180 and substitute the following: This work consists of furnishing and maintaining a containment oil boom for the purpose of containment of an oil spill to reduce the possibility of polluting shorelines and other resources, and recovery to the environment in accordance with the requirements shown on the plans, directed by the Engineer and these specifications. Oil Boom measured and paid as temporary shall be removed when no longer needed or permanent devices are installed. Delete the first sentence of the second paragraph of Subsection 234.01 on page 181 and substitute the following: It is understood that measurement and payment for oil boom will be made when a pay item is included in the proposal. 907-234.02-Materials. After the first paragraph of Subsection 234.02 on page 181, add the following: The oil absorbent boom shall be a 5” floating type boom for use in fast moving waters. The boom shall have rope running the length of the boom withstanding up to 400 lbs. loads. The boom must remain floating even if saturated. The boom must absorb and retain oils and oil based liquids, including diesel, without absorbing water.

1. 5” PIG Oil-Only Spaghetti Boom or approved equal.

907-234.03.3-Maintenance and Removal. At the end of the first paragraph of Subsection 234.03.2 on page 182, add the following: Unless otherwise directed, oil boom shall be maintained in accordance with the manufacturer’s recommended installation procedures for the duration of construction activities to which oily pollutants may originate. Upon completion of these activities, boom shall be removed and disposed of in accordance with applicable pollutant disposal procedures (if pollutants are present). 907-234-G 5” Oil Absorbent Boom Per LF

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200.

00' E

XIST

ING

RIG

HT-

OF-

WAY

21+83.3164.64'

21+60.71-134.68'

TEMPORARY CONSTRUCTION EASEMENT

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

200'

EXI

STIN

G R

IGH

T-O

F-W

AY

WETLANDS

WETLANDS

WETLANDS

WETLANDS

CP4

22.6

5'

100'

MIS

SISS

IPPI

POW

ER C

OMPA

NY

RIG

HT-O

F-W

AY

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

EXISTINGSPUR DIKE

DATE:

DR. BY

CHECKED

SCALE

10/16/19

TARRIN

BOB

N.T.S.

89 L.F. OF 5" OILABSORBENT BOOM

86 L.F. OF 5" OILABSORBENT BOOM

1,159 L.F. OFSILT FENCE

882 L.F. OFSILT FENCE

20" WATTLES20 L.F.

REVISED

COMPLETED

10/21/2020

REVISED PERADDENDUM 1 11/13/2020

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24" PINE

24" OAK

24" OAK

24" OAK

24" OAK

36" OAK

24" OAK

12" DOG

WOOD

36" LIVE

OAK

24" LIVE

OAK36" LIVE

OAK

36" LIVE

OAK

36" LIVE

OAK 36" LIVE

OAK

54" LIVE

OAK

30" OAK

48" OAK

42" OAK

42" OAK

36" OAK

30" GUM

12"

MAGNOLIA

36" LIVE

OAK36" TW

IN

OAK

30" OAK

30" OAK30" OAK36" PINE

48" OAK

36" LIVEOAK

TO REMAIN

24" OAK

10" OAK

18" OAK

24" OAK

PROPOSED RIGHT-OF-WAY EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

PROPOSED RIGHT-OF-WAY EASEMENT

80' E

XIST

ING

RIG

HT-

OF-

WAY

TEMPORARY CONSTRUCTION EASEMENT

PROPOSED RIGHT-OF-WAY EASEMENT

PROPOSED RIGHT-OF-WAY EASEMENT

PRO

POSE

DAS

PHAL

TTU

RN

OU

T

OVERLAY EXISTINGGRAVEL AREA W/3"

LIMESTONE TO EASEMENTLINE

1930 S.Y.

PROPOSED GRAVELPARKING AREA 3"

LIMESTONE1800 S.Y.

WETLANDS

WETLANDS

WETLANDS

WET

LAND

S

WETLANDS

CP1

EXISTING 440' BRIDGE TO BE REMOVED

CONSTRUCTION LIMITS

CONSTRUCTION LIMITSCONSTRUCTION LIMITS

CONSTRUCTION LIMITS

ASPHALT DRIVEWAY244 S.Y.

ASPHALTDRIVEWAY TO BEREMOVED 212 S.Y.

DATE:

DR. BY

CHECKED

SCALE

10/16/19

TARRIN

BOB

N.T.S.

585 L.F. OFSILT FENCE

220 L.F. OF 5" OILABSORBENT BOOM

183 L.F. OF 5" OILABSORBENT BOOM

520 L.F. OFSILT FENCE

20" WATTLES20 L.F.

REVISED

COMPLETED

11/13/2020

REVISED PERADDENDUM 1 11/13/2020