5. LUMP SUM BASE BID

Item No. DescriptionEstimated

QuantityUnit Total Price

1 Mobilization 1 LS

2 Traffic Control 1 LS

3 Erosion Control 1 LS

4 Utility Relocation 1 LS

5 Clearing and Grubbing 1 LS

6 Excavation/Demolition 1 LS

7 Culvert Construction 1 LS

8 Roadway Construction (Road base and pavement) 1 LS

9Concrete Work

(Curb & Gutter, Junction Boxes, Catch basins)1 LS

10 Allowance for Materials Testing (Soil & Concrete) 1 LS $10,000.00

11 Addendum No.1 (Storm Drain System and other associated work) 1 LS

12 Mobilization 1 LS

13 Traffic Control 1 LS

14 Erosion Control 1 LS

15 Utility Relocation 1 LS

16 Clearing and Grubbing 1 LS

17 Excavation/Demolition 1 LS

18 Culvert Construction 1 LS

19 Roadway Construction (Road base and pavement) 1 LS

20Concrete Work

(Curb & Gutter, Junction Boxes, Catch basins)1 LS

21 Allowance for Materials Testing (Soil & Concrete) 1 LS $10,000.00

Kenwood Road Culvert

And Mercedes Trail Culvert Replacements Bid Form

Revised 3/13/2020 (Addendum No.1) 00 41 13 - 4

KENWOOD ROAD CULVERT REPLACEMENT TOTAL LUMP SUM

BASE BID (ITEMS 1 THROUGH 11)

MERCEDES TRAIL CULVERT REPLACEMENT TOTAL LUMP SUM BASE

BID (ITEMS 12 THROUGH 21)

TOTAL LUMP SUM BASE BID (ITEMS 1 THROUGH 21)

Bid formKenwood Road CulvertAnd Mercedes Trail Culvert Replacements Revised 3/13/2020 (Addendum No.1) 00 41 13 - 5

5.1. Lump Sum Work: Bidder further agrees to accept as full payment for the Lump

estimate of quantities and costs and including sales, consumer, use, and other taxes, except as provided below, and overhead and profit, for the following lump sum of:

Dollars(words)

and Cents $(numerals)

5.2. Bidder acknowledges that items 10 and 21 are an allowance and

compensation shall be based on actual invoices for services provided

The Owner reserves the right to award the Project based on the lowest responsive Base Bid or on the lowest Bid obtained for selecting one or more of the Deductive Alternatives. The selection of Deductive Alternatives shall be at the sole discretion of the Owner.

6. TIME OF COMPLETION

6.1. Bidder agrees that the Work will be substantially complete withinafter the date when the Contract Times commence to run as provided in the GeneralConditions, and will be completed and ready for final payment in accordance with theGeneral Conditions within after the date when the Contract Timescommence to run.

6.2. Bidder accepts the provisions of the Agreement as to liquidated damages in theevent of failure to complete the Work, and any specified Milestones, within the ContractTimes.

7. ATTACHMENTS TO THIS BID

7.1. The following documents are attached to and made a condition of this Bid:

7.1.1. Required Bid security in the form of Bid Bond.

7.2. Bidder agrees to submit information related to major suppliers and subcontractors within three (3) working days of the bid opening.

8. DEFINED TERMS

8.1. The terms used in this Bid with initial capital letters have the meanings stated inthe Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

UT

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25' STREAM BUFFER

25' STREAM BUFFER

EXISTING ASPHALT

WIDTH = 23.95'

ROW

-0+50

0+00

1+00

2+00

3+00

4+00

4+75

N 1277192.17

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SAW CUT EXISTING

PAVEMENT-B

ROAD STA. 2+58.2

REMOVE EXISTING

72" CMP CULVERT

64 LF TOTAL

EXISTING 8" WATERLINE TO BE RELOCATED.

WATER SERVICE TO BE MAINTAINED

THROUGH THE DURATION OF CONSTRUCTION

EXISTING UNDERGROUND

COMMUNICATIONS LINES

TO REMAIN IN SERVICE

REMOVE TREE

REMOVE PORTION OF

EXISTING 8" WATER LINE

EXISTING GAS LINE TO

REMAIN IN SERVICE

REPAIR ANY DAMAGE TO

SPLIT-RAIL FENCE CAUSED

DURING CONSTRUCTION

REMOVE TREE

LIMITS OF CONSTRUCTION

REMOVE 5 LF OF EXISTING

24" CMP PIPE OVER EXTENTS SHOWN

SAW CUT EXISTING

PAVEMENT-A

ROAD STA. 1+27.5

C-102

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Drawn By:

Project No.:

Designed By:

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DEMOLITION LEGEND:

REMOVE COMPONENT

NOTES:

1. CONTRACTOR TO COORDINATE ROAD CLOSURES WITH THE COUNTY

AND ENGINEER.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED

BY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THE

CONTRACTORS REPRESENTATIVE BEFORE CONCRETE IS PLACED.

3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND

INVERTS. AS-BUILT DRAWINGS TO BE COMPLETED BY A RLS.

4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING

UTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.

5. CONTRACTOR TO MAINTAIN UTILITY SERVICES DURING CONSTRUCTION,

WITH MINIMAL INTERRUPTION.

6. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED

CURB, DRIVEWAYS, OR ASPHALT ROADWAY OUTSIDE OF THE PAVING

LIMITS DURING CONSTRUCTION.

7. TEMPORARY AND PERMANENT EASEMENTS SHALL BE CLEARED IN THEIR

ENTIRETY. ANY TREES LEFT WITHIN THE LIMITS OF DISTURBANCE WILL

BE REMOVED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE AT NO

COST TO FAYETTE COUNTY.

DEMOLITION NOTES:

A. PROTECTION:

1. PERFORM DEMOLITION SO AS TO PREVENT DAMAGE TO ADJACENT

IMPROVEMENTS AND FACILITIES TO REMAIN.

2. PROTECT NEW OR EXISTING WORK FROM DAMAGE DURING DEMOLITION

OPERATIONS.

3. PROTECT EXISTING SITE APPURTENANCES AND LANDSCAPING TO

REMAIN.

4. DAMAGES: WITHOUT COST TO THE OWNER AND WITHOUT DELAY, REPAIR

ANY DAMAGES CAUSED TO FACILITIES TO REMAIN.

5. CONTRACTOR TO ESTABLISH TEMPORARY BENCHMARKS ON SITE AT

LOCATIONS THAT WILL REMAIN UNDISTURBED THROUGHOUT

CONSTRUCTION.

6. CONTRACTOR TO COORDINATE WITH THE COUNTY AND UTILITY

COMPANIES ON THE RELOCATION OF UTILITIES.

B. REMOVAL & DISPOSAL OF DEMOLISHED MATERIALS:

1. ALL DEMOLISHED OR REMOVED ITEMS AND MATERIALS SHALL BE

CONSIDERED SCRAP EXCEPT FOR THOSE INDICATED TO REMAIN, THOSE

INDICATED TO BE REINSTALLED, THOSE INDICATED TO BE SALVAGED,

AND HISTORICAL ITEMS.

2. CONSTRUCTION OR ITEMS INDICATED TO REMAIN SHALL BE PROTECTED

AGAINST DAMAGE DURING DEMOLITION OPERATIONS.

3. PROMPTLY DISPOSE OF MATERIALS RESULTING FROM DEMOLITION

OPERATIONS. DO NOT ALLOW MATERIALS TO ACCUMULATED ON SITE.

4. TRANSPORT MATERIALS RESULTING FROM DEMOLITION OPERATIONS

AND LEGALLY DISPOSE OF OFF-SITE.

5. OFF-SITE DISPOSAL LOCATION SHALL NOT BE WITHIN ONE-HALF MILE OF

ANY PORTION OF THE PROJECT SITE OR WITHIN SIGHT OF THE PROJECT

SITE.

6. DO NOT BURN REMOVED MATERIALS ON PROJECT SITE.

7. CONTRACTOR TO COORDINATE THE LOCATION OF ANY MATERIAL

LAYDOWN AREAS WITH THE COUNTY.

C. POLLUTION CONTROLS:

1. CONTROL THE SPREAD OF DUST AND DIRT WITH PRACTICAL MEANS.

2. OBSERVE ENVIRONMENTAL PROTECTION REGULATIONS.

3. DO NOT ALLOW WATER USAGE THAT RESULTS IN FREEZING OR

FLOODING.

4. DO NOT ALLOW ADJACENT IMPROVEMENTS TO REMAIN TO BECOME

SOILED BY DEMOLITION OPERATIONS.

D. CLEANING:

1. REMOVE TOOLS AND EQUIPMENT. DISPOSE OF SCRAP.

2. LEAVE EXTERIOR AREAS FREE OF DEBRIS.

3. CLEAN SOIL, SMUDGES, AND DUST FROM SURFACES TO REMAIN.

4. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION

EXISTING PRIOR TO COMMENCEMENT OF DEMOLITION.

N

0

SCALE:

10' 20' 40'

1" = 20'

ADDENDUM NO. 1

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25' STREAM BUFFER

25' STREAM BUFFER

EXISTING ASPHALT

WIDTH = 23.95'

ROW

-0+50

0+00

1+00

2+00

3+00

4+00

4+75

N 1277192.17

E 2204519.10

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43.9°

198'

140'

30'

157'

40'

30'

30'

40'

40'

30'

END 16" STEEL CASING

ROAD STA. 2+38.1

OFFSET = 14.0'

BEGIN 16" STEEL CASING

ROAD STA. 1+92.1

OFFSET = 13.9'

CULVERTS TO BE INSTALLED

WITH MATCHING CROWNS

279'

40'

-

C-502

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C-501

END GUARDRAIL

TYPE 1 ANCHOR

ROAD STA. 1+62.1

OFFSET = 18.9'

BEGIN GUARDRAIL

TYPE 12A TERMINAL

ROAD STA. -0+32.0

OFFSET = 20.0'

END GUARDRAIL

TYPE 1 ANCHOR

ROAD STA. 2+36.5

OFFSET = 18.9'

BEGIN GUARDRAIL

TYPE 12A TERMINAL

ROAD STA. 4+55.2

OFFSET = 18.6'

24" RCP TO

PENETRATE

HEADWALL

INV = 838.79'

NEW STANDARD DUTY

ASPHALT PAVEMENT

SEE SITE PAVING LEGEND

132 LF OF 8' X 8'

BOX CULVERT @ 0.92%

PERMANENT

EASEMENT

TEMPORARY

CONSTRUCTION

EASEMENT

40 LF OF 24" CMP

@ 1.2%

4' Ø JUNCTION BOX

TOP = 842.70'

INV IN = 839.43'

INV OUT = 839.28'

CUSTOM HEADWALL

HW-B

8'X8' INV. = 832.21'

8'X6' INV. = 834.21'

TEMPORARY

CONSTRUCTION

EASEMENT

PERMANENT

EASEMENT

CUSTOM HEADWALL

HW-A

8'X8' INV. = 833.43'

8'X6' INV. = 835.43'

1.5' THICK TYPE 3

RIP RAP APRON

1.5' THICK TYPE 3

RIP RAP APRON

8" GATE VALVE WITH

"DEADMAN" BLOCKING

ROAD STA. =1+73.7

OFFSET = 13.8'

INSTALL 8" RESTRAINT

JOINT DIP ALONG

PROPOSED ROUTE

8" GATE VALVE WITH

"DEADMAN" BLOCKING

ROAD STA. = 2+72.5

OFFSET = 14.1'

3

C-504

2

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1

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4

C-504

2

C-504

1

C-504

4

C-504

2

C-504

1

C-504

3

C-504

2

C-504

1

C-504

132 LF OF 8' X 6'

BOX CULVERT @ 0.92%

5

C-501

2' THICK TYPE 1

RIP RAP APRON

2' THICK TYPE 1

RIP RAP APRON

1

C-505

1

C-505

1

C-505

1

C-505

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5'

5

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5

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3

C-501

POINT A

ROAD STA. 1+27.5

MILL EXISTING PAVEMENT

FROM THIS POINT TO POINT A.

ROAD STA. 0+70.7

2

C-505

2

C-505

MILL EXISTING PAVEMENT

FROM POINT B TO THIS POINT.

ROAD STA. 2+91.0

POINT B

ROAD STA.

2+58.2

C-103

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NOTES:

1. CONTRACTOR TO COORDINATE ROAD CLOSURES WITH THE COUNTY

AND ENGINEER.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED

BY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THE

CONTRACTOR'S REPRESENTATIVE BEFORE CONCRETE IS PLACED.

3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND

INVERTS.

4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING

UTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.

5. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED

CURB, DRIVEWAYS, OR ASPHALT ROADWAY OUTSIDE OF THE PAVING

LIMITS DURING CONSTRUCTION.

6. GUARDRAIL OFFSETS SHOWN ARE TO FRONT FACE OF GUARDRAIL.

7. CREEKWOOD COURT IS TO REMAIN ACCESSIBLE AT ALL TIMES FOR THE

DURATION OF CONSTRUCTION.

SITE PAVING LEGEND:

NEW STANDARD DUTY ASPHALT PAVEMENT:

-1.5'' 12.5mm SUPERPAVE ASPHALT TOPPING

-2.0" 19mm SUPERPAVE ASPHALT BINDER

-3.0" 25mm SUPERPAVE ASPHALT BASE

-APPLY TACK COAT AT A RESIDUAL RATE OF

0.05 GALLONS PER SQUARE YARD

-8'' GRADED AGGREGATE BASE COMPACTED

TO 100% MAX DRY DENSITY

-UPPER 12" OF SUBGRADE TO BE COMPACTED

TO 98% OF MAX DRY DENSITY

-ROAD CROSS SECTION TO COMPLY WITH

FAYETTE COUNTY STANDARDS (SEE SHEET

C-501, DETAIL 2).

PAVEMENT SECTION TO BE MILLED AND

PAVED.

Checked By:

Drawn By:

Project No.:

Designed By:

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SCALE:

10' 20' 40'

1" = 20'

24-inch CMP

18-inch CMP

18-inch RCP

Curb & Gutter

DWCBTOP=849.51IN=842.99OUT=842.60

DWCBTOP=849.76IN=843.66OUT=843.54

INV=846.49

ADDENDUM NO. 1