Addendum No. 1

SPALDING COUNTY

TSPLOST RESURFACING PHASE IA

RFP NO. 2023-003

FROM: SPALDING COUNTY

PURCHASING

119 EAST SOLOMON STREET

GRIFFIN, GA 30223

TO: ALL BIDDERS

RE: Addendum No. 1, dated September 21, 2022

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated September 9, 2022.

This Addendum consists of three (3) pages. Attached documents include a revised Bid Tabulation, dated 09/21/2022, consisting of one (1) page, a revised Bid Form, dated 09/15/2022, consisting of two

(2) pages, a revised Roadway List consisting of one (1) page, and a list of Roadway Patch

Measurements consisting of ten (10) pages.

Add. 1.1 Modification: A revised Bid Tabulation, dated 09/21/2022 is attached to this Addendum and becomes a part of the contract documents. Bidders must utilize the revised Bid Tabulation in their bid submission.

Add. 1.2 Modification: A revised Bid Form is attached to this Addendum and becomes a part of the contract documents. Bidders must utilize the revised Bid Form in their bid submission.

Add. 1.3 Modification: The Roadway Patch Measurements list for all roadways in the project is attached to this Addendum. The data includes the patch lengths, patch widths, and approximate tonnage for each area designated for patching.

Add. 1.4 Modification: A revised Roadway List is attached and becomes a part of the contract documents. The revised list includes a column containing the width of each roadway.

Add. 1.5 Modification: The line item ‘THERMOPLASTIC CROSSWALK STRIPING COMPLETE

(NORTHSIDE DR)’ has been removed from the Bid Tabulation.

Add. 1.6 Modification: The line item ‘THERMOPLASTIC CROSSWALK STRIPING COMPLETE (N HILL

ST)’ has been removed from the Bid Tabulation.

Add. 1.7 Clarification: Spalding County will waive the maximum depth restriction for 9.5mm Type I asphalt paving to allow the application of 165 LBS/SY in a single lift. The compaction requirements for 9.5mm Type I remain the same.

Add. 1.8 Clarification: The Contractor will “run the gate” and provide a smooth transition when passing all side roads and driveways. Resurfacing of the listed roads will include existing accel/decel/turn lanes.

Add. 1.9 Clarification: Patching areas are marked in pink for all roads in the project and will be repainted by Spalding County Public Works as needed during the bid process and prior to a notice to proceed being issued. The Contractor is to mill each patch area to a depth of three inches. All patch areas are a minimum of 7’ wide.

Add. 1.10 Clarification: The Contractor is to haul the millings generated from patching the roads to

Spalding County’s property on Justice Boulevard in Griffin. The GPS coordinates for the property entrance are: 33.235792, -84.291601

Add. 1.11 Clarification: Patching and overlay on roads which approach a GDOT roadway should stop prior to signal loops and any GDOT gore striping associated with the intersection.

Add. 1.12 Clarification: The Contractor is required to install temporary striping on each road. Tape or paint is acceptable for temporary striping.

Add. 1.13 Clarification: It is not required for the final resurfacing to be flush with the gutter on roads with existing curb and gutter. Milling of these roads is not required.

Add. 1.14 Clarification: Spalding County Public Works will perform shoulder building and supply low/soft shoulder signs needed for the project.

Add. 1.15 Clarification: The Contractor is not required to utilize a Shuttle Buggy for placement of the asphalt on the project.

Add. 1.16 Clarification: Work may be performed Monday – Friday between the hours of 7:00AM and dusk. Work may be performed during the same hours on Saturday with prior permission from Spalding County. No work may be performed on

Sunday.

Add. 1.17 Clarification: As noted in the RFP in paragraph 1.6(A), tripod-mounted advance warning signs are acceptable for use during the project. Post-mounted advance warning signs are not required but are also allowed.

Add. 1.18 Clarification: The Leveling quantity is intended for spot leveling coordinated with

Spalding County Public Works and not for the entire length and width of each road.

Add. 1.19 Clarification: Water main valve boxes are to be adjusted in the following manner: Valve box is to be raised flush and even with the resurfaced pavement using a cast iron riser. The new riser should accept the existing cover or contractor must supply a new cover matching the existing cover. Asphalt overlay shall be flush against the riser; no concrete is required. The contractor is to take necessary precautions to prevent gravel and debris from entering the valve box during ring and cover adjustment. Any debris entering valve box must be removed.

Add. 1.20 Clarification: Spalding County will issue another addendum to clarify award of the project, the proposed NTP date, and the project schedule.

End of Addendum No. 1

Item Description Estimated

Quantity Unit Unit Price Item Total

1 PAYMENT & PERFORMANCE BONDS 1 LS

2 MOBILIZATION 1 LS

3 TRAFFIC CONTROL 1 LS

4 RECYCLED ASPH CONC 19 MM PATCHING, INCL BITUM MATL & H LIME (330 LBS/SY) 6,670 TN

5 RECYCLED ASPH CONC 9.5 MM LEVELING, INCL BITUM MATL & H LIME, TP 1 (85 LBS/SY) 4,559 TN

6 RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TP 1, GP 1, INCL BITUM MATL & H LIME (165 LBS/SY) 8,193 TN

7 BITUMINOUS TACK COAT 5,182 GAL

8 MILLING FOR TIE-INS AT EXISTING NEW PAVING PER ROAD LIST (25 L.F. EACH) 200 SY

9 THERMOPLASTIC PAVEMENT MARKING, 24" WHITE STOP BAR 18 EA

10 ADJUST WATER MAIN VALVE BOX TO GRADE 4 EA

11 THERMOPLASTIC SOLID TRAFFIC STRIPE, 5 INCH, WHITE 13.61 LM

12 THERMOPLASTIC SOLID TRAFFIC STRIPE, 5 INCH, YELLOW 10.99 LM

13 THERMOPLASTIC SKIP TRAFFIC STRIPE, 5 INCH, YELLOW 0.94 GLM

SPALDING COUNTY TSPLOST

RESURFACING PHASE IA

RFP NO. 2023-003

TOTAL

REVISED 09/15/2022

BID FORM

TO: PURCHASING COORDINATOR

SPALDING COUNTY, GEORGIA

In compliance with your Invitation to Bid, the undersigned, hereinafter termed the Bidder, proposes to enter into a Contract with Spalding County, Georgia, to provide the necessary machinery, tools, apparatus, other means of construction, and all materials and labor specified in the Contract Documents or as necessary to complete the Work in the manner therein specified within the time specified, as therein set forth, for:

Error! Reference source not found.The Bidder has carefully examined and fully understands the

Contract, Specifications, and other documents hereto attached, has made a personal examination of the Site of the proposed Work, has satisfied himself as to the actual conditions and requirements of the

Work, and hereby proposes and agrees that if his bid is accepted, he will contract with Spalding County in full conformance with the Contract Documents.

Unless otherwise directed, all work performed shall be in accordance with the Georgia Department of

Transportation Standard Specifications, Construction of Transportation Systems (current edition). All materials used in the process of completion of the work included in the Contract will be furnished from

Georgia Department of Transportation certified suppliers only.

It is the intent of this Bid to include all items of construction and all Work called for in the

Specifications, or otherwise a part of the Contract Documents.

In accordance with the foregoing, the undersigned proposes to furnish and construct the items listed in the attached Bid Tabulation for the unit prices stated.

The Bidder agrees that the cost of any work performed, materials furnished, services provided or expenses incurred, which are not specifically delineated in the Contract Documents but which are incidental to the scope, intent, and completion of the Contract, shall be deemed to have been included in the prices bid for the various items scheduled.

The quantities listed on the Bid Tabulation are estimates only. Bidders are responsible for field verification and calculations. Bidders should report any discrepancy greater than five percent (5%) that is discovered between their field verification and the estimated quantities listed on the Bid Tabulation.

If any discrepancy exists between the Unit Price and the Item Total submitted by the Bidder, the unit price will be used.

The Bidder further proposes and agrees hereby to promptly commence the Work with adequate forces and equipment within fifteen (15) calendar days from receipt of Notice to Proceed and to complete all

Work within ninety (90) calendar days from the Notice to Proceed. Spalding County will issue the

Notice to Proceed no later than November 15, 2022.

Attached hereto is an executed Bid Bond equal to five percent (5%) of the bid amount.

If this bid shall be accepted by Spalding County and the undersigned shall fail to execute a satisfactory contract in the form of said proposed Contract, and give satisfactory Performance and Payment Bonds, or furnish satisfactory proof of carriage of the insurance required within ten days from the date of

Notice of Intent to Award of the Contract, then Spalding County may, at its option, determine that the undersigned abandoned the Contract and there upon this bid shall be null and void, and the sum stipulated in the attached Bid Bond shall be forfeited to Spalding County as liquidated damages.

Bidder acknowledges receipt of the following addenda:

REVISED 09/15/2022

Addendum No. Date Received

Bidder further declares that the full name and resident address of Bidder's Principal is as follows:

Signed, sealed, and dated this day of .

Company Name

Mailing Address

Telephone No. ( )

Email Address

Authorized Signature

Printed Name

Printed Title

DISTRICT ROAD/STREET NAME BEGINNING AT ENDING AT WIDTH LENGTH

1 MUSGROVE ROAD JACKSON ROAD/SR 155 HIGH FALLS ROAD 21 2.49

1 DALE DRIVE N. 9TH STREET END 24 0.22

1 HAMILTON BOULEVARD GREENHILL DRIVE S. SEARCY AVENUE 20 0.25

1 DUNDEE LAKE CIRCLE DUNDEE LAKE ROAD END 20 0.27

1 LAKEWOOD DRIVE N. 9TH STREET EXT. N. HILL STREET 24 0.66

1 NORTHSIDE DRIVE N. 9TH STREET EXT. N. HILL STREET* 20 0.66

1 CAMDEN ROAD E. MCINTOSH ROAD END 21 1.02

1 N. HILL STREET ARMSTRONG STREET E. MCINTOSH ROAD** 24 1.16

6.73

*RESURFACING TO STOP AT NEW PAVING AT ROUNDABOUT (MILLING REQD. AT TRANSITION)

**RESURFACING TO STOP AT NEW PAVING AT ROUNDABOUT AND NEW PAVING APPROX. 600' SOUTH OF E. MCINTOSH ROAD (MILLING REQD. AT TRANSITIONS)

SPALDING COUNTY TSPLOST

PHASE IA RESURFACING PROJECT

TOTAL MILEAGE

Exhibit 1

LOCATION LENGTH WIDTH TONNAGE

LL 662 10 121.37

LL 108 10 19.80

LL 243 10 44.55

LL 302 10 55.37

LL 244 10 44.73

LL 62 10 11.37

LL 34 11 6.86

RL 27 11 5.45

RL 61 10 11.18

RL 218 10 39.97

RL 370 10 67.83

RL 87 10 15.95

RL 280 10 51.33

RL 674 10 123.57

RL 23 10 4.22

RL 50 10 9.17

RL 82 7 10.52

RL 42 10 7.70

RL 57 12 12.54

RL 67 10 12.28

RL 246 10 45.10

LL 89 10 16.32

RL 17 10 3.12

LL 36 10 6.60

RL 97 10 17.78

RL 136 10 24.93

RL 57 14 14.63

LL 112 10 20.53

RL 78 10 14.30

RL 172 14 44.15

RL 29 10 5.32

LL 41 10 7.52

MID 58 7 7.44

RL 66 10 12.10

RL 46 7 5.90

LL 58 10 10.63

TOTAL 932.12

CAMDEN ROAD

RL 137 12 30.14

RL 34 12 7.48

LL 53 12 11.66

LL 80 7 10.27

LL 151 7 19.38

LL 24 7 3.08

LL 33 7 4.24

LL 27 7 3.47

Full Width 10 24 4.40

RL 11 7 1.41

RL 75 12 16.50

TOTAL 112.02

DALE DRIVE

LL 48 11 9.68

RL 48 7 6.16

RL 26 7 3.34

RL 73 11 14.72

LL 73 11 14.72

Mid 42 7 5.39

LL 88 7 11.29

Mid 15 14 3.85

TOTAL 69.15

DUNDEE LAKE CIRCLE

RL 54 7 6.93

RL 28 7 3.59

RL 71 10 13.02

RL 105 7 13.48

RL 46 7 5.90

RL 57 13 13.59

LL 33 13 7.87

LL 26 10 4.77

LL 25 7 3.21

LL 58 10 10.63

LL 39 7 5.01

RL 6 10 1.10

RL 110 10 20.17

RL 35 7 4.49

RL 29 7 3.72

RL 9 7 1.16

RL 5 7 0.64

TOTAL 119.26

HAMILTON BOULEVARD

LL 62 12 13.64

LL 347 12 76.34

RL 354 12 77.88

RL 19 7 2.44

RL 118 12 25.96

RL 55 7 7.06

RL 271 12 59.62

RL 79 7 10.14

RL 49 7 6.29

RL 132 12 29.04

LL 84 12 18.48

LL 51 7 6.55

LL 65 12 14.30

LL 84 12 18.48

LL 246 12 54.12

LL 11 7 1.41

LL 80 7 10.27

RL 60 12 13.20

RL 23 12 5.06

RL 45 12 9.90

RL 11 7 1.41

RL 109 7 13.99

LL 97 7 12.45

LL 57 7 7.32

RL 161 7 20.66

RL 56 7 7.19

RL 59 12 12.98

RL 70 7 8.98

RL 44 12 9.68

RL 211 12 46.42

RL 93 7 11.94

RL 160 13 38.13

LL 219 13 52.20

LL 32 12 7.04

LL 49 12 10.78

LL 24 7 3.08

LL 58 12 12.76

LL 45 7 5.775

LL 112 12 24.64

TOTAL 767.58

LAKEWOOD DRIVE

RL 59 10 10.82

RL 104 10 19.07

RL 28 10 5.13

LL 16 7 2.05

LL 25 7 3.21

LL 29 10 5.32

LL 68 7 8.73

LL 77 10 14.12

LL 66 7 8.47

LL 63 7 8.09

LL 130 10 23.83

LL 126 7 16.17

LL 155 10 28.42

RL 49 10 8.98

RL 139 10 25.48

RL 219 10 40.15

RL 37 10 6.78

RL 50 10 9.17

RL 159 10 29.15

RL 8 10 1.47

RL 27 7 3.47

RL 48 10 8.80

RL 198 10 36.30

RL 47 7 6.03

RL 53 10 9.72

RL 56 7 7.19

RL 59 10 10.82

RL 21 7 2.70

RL 120 10 22.00

RL 14 7 1.80

RL 14 10 2.57

RL 34 7 4.36

RL 23 10 4.22

MID 13 7 1.67

LL 30 14 7.70

MID 74 7 9.50

LL 20 14 5.13

LL 9 10 1.65

LL 27 7 3.47

LL 146 10 26.77

LL 73 7 9.37

LL 80 10 14.67

LL 92 7 11.81

LL 36 10 6.60

LL 253 10 46.38

MUSGROVE ROAD

LL 91 10 16.68

LL 48 10 8.80

LL 21 7 2.70

RL 41 10 7.52

RL 122 10 22.37

RL 20 10 3.67

RL 135 7 17.33

RL 118 10 21.63

RL 47 7 6.03

RL 58 10 10.63

RL 15 10 2.75

LL 40 7 5.13

LL 55 10 10.08

RL 67 11 13.51

RL 422 7 54.16

RL 22 10 4.03

RL 32 7 4.11

RL 15 10 2.75

RL 34 7 4.36

RL 35 10 6.42

RL 17 7 2.18

RL 46 10 8.43

RL 20 7 2.57

RL 17 10 3.12

RL 273 7 35.04

LL 407 11 82.08

LL 315 10 57.75

RL 270 14 69.30

RL 457 10 83.78

RL 510 10 93.50

RL 98 10 17.97

LL 150 14 38.50

LL 214 10 39.23

LL 162 10 29.70

LL 311 10 57.02

LL 190 7 24.38

LL 198 10 36.30

LL 150 10 27.50

RL 73 10 13.38

RL 93 7 11.94

RL 29 10 5.32

RL 43 7 5.52

RL 320 10 58.67

RL 118 7 15.14

RL 29 10 5.32

RL 49 7 6.29

RL 125 11 25.21

LL 45 11 9.08

LL 44 10 8.07

LL 385 10 70.58

LL 29 7 3.72

LL 193 10 35.38

LL 11 7 1.41

LL 153 11 30.86

LL 30 7 3.85

LL 21 10 3.85

LL 18 7 2.31

LL 119 10 21.82

LL 168 10 30.80

LL 483 10 88.55

LL 35 10 6.42

LL 66 7 8.47

LL 12 10 2.20

LL 13 7 1.67

LL 161 10 29.52

RL 54 10 9.90

RL 490 10 89.83

RL 155 10 28.42

RL 158 10 28.97

RL 158 10 28.97

TOTAL 2163.66

RL 103 12 22.66

RL 81 12 17.82

LL 1068 12 234.96

RL 722 12 158.84

RL 359 12 78.98

RL 26 12 5.72

RL 170 7 21.82

RL 155 7 19.89

LL 140 7 17.97

LL 248 7 31.83

LL 34 12 7.48

LL 65 12 14.30

LL 848 12 186.56

RL 357 12 78.54

RL 67 12 14.74

LL 46 7 5.90

LL 37 12 8.14

LL 183 7 23.49

LL 150 12 33.00

RL 172 7 22.07

RL 38 7 4.88

RL 82 12 18.04

RL 240 7 30.80

RL 85 7 10.91

RL 74 12 16.28

RL 185 12 40.70

RL 17 7 2.18

LL 140 7 17.97

LL 18 12 3.96

LL 97 12 21.34

LL 213 12 46.86

LL 106 12 23.32

TOTAL 1241.94

NORTH HILL STREET

LL 55 10 10.08

LL 120 7 15.40

LL 216 7 27.72

LL 17 10 3.12

RL 15 10 2.75

RL 78 7 10.01

RL 94 7 12.06

RL 95 10 17.42

RL 85 7 10.91

RL 235 7 30.16

RL 220 7 28.23

LL 132 7 16.94

LL 51 7 6.55

LL 97 7 12.45

LL 67 10 12.28

RL 45 10 8.25

LL 50 9 8.25

LL 109 7 13.99

LL 183 7 23.49

LL 174 10 31.90

LL 131 7 16.81

LL 149 7 19.12

RL 55 7 7.06

RL 124 10 22.73

RL 210 7 26.95

0.00

TOTAL 394.63

NORTHSIDE DRIVE