BL083-22 ADD1

Project No. 100482.06.17 1 ADDENDUM NO. 1 JIM MOORE ROAD WATER MAIN IMPROVEMENTS PROJECT Revised: 08/18/2022

RE: Gwinnett County Department of Water Resources Jim Moore Water Main Improvements Project

CEI Project No. 100482.06.17 Bid Number: BL083-22

ADDENDUM NO. 1 – August 18, 2022

TO: ALL HOLDERS OF RECORD OF CONTRACT DOCUMENTS

Acknowledge receipt of this addendum by inserting its number and date in the Bid Form. Failure to do so may subject bidder to disqualification. This addendum forms a part of the Contract Documents. It modifies them as follows:

General

• Section 00800 Supplementary Conditions, Item SC-14.02.A.3.b. has been updated to reflect a maximum retainage of 5%. Revised Supplementary Conditions attached.

• Bid form, Bid Item No. 11a, change description to “Erosion and Sediment Controls – Temp Silt Fence C (Sd1-S)”. Revised bid form attached.

• Bid form, Bid Item No. 15, delete line item for “6” Gate Valve”. Revised bid form attached.

• Bid form, Bid Item No. 16, change description to “Water Utility Distribution Fire Hydrant Assembly”.

Revised bid form attached.

• Delete Specification Section 01 22 15.11 – Measurement and Payment, Item No. 21 and replace in its entirety with the following:

21. SPECIFICATION NO. 331219, UNIT PRICE FOR WATER UTILITY DISTRIBUTION FIRE HYDRANT

ASSEMBLY:

MEASUREMENT: The quantity to be paid per each fire hydrant assembly shall be the number actually installed as shown on the Drawings or as directed by GCDWR.

PAYMENT: The Unit Prices Bid for each (EA) fire hydrant assembly shall include excavation, furnishing hydrants, placing to correct horizontal alignment and vertical elevation, connecting to existing main, backfill, testing, and shop and field painting of all fire hydrants; complete with all accessories, appurtenances, valve, valve box, pipe and fittings, restraint, gravel, concrete, and hydrant wrenches;

and the furnishing of all labor, superintendents, materials, tools, and equipment necessary to complete the Work as specified, as indicated on the Drawings, or as directed by GCDWR.

Questions/Answers Q1. What are the approximate lengths of the pipes to be installed on the project?

A1. Refer to the bid form, specifications, and drawing set for the length of pipe to be installed for this project.

Project No. 100482.06.17 2 ADDENDUM NO. 1 JIM MOORE ROAD WATER MAIN IMPROVEMENTS PROJECT Revised: 08/18/2022

Q2. Are there any portions of the project that will need to be Bored?

A2. Means and methods of construction are up to the Contractor, however, open cut installation shall not be allowed for water services.

Q3. Are the crossings to be Jack & Bored or Directionally Bored?

A3. Means and methods of construction are up to the Contractor, however, open cut installation shall not be allowed for water services.

Q4. What are the approximate lengths and diameters of the portions to be bored?

A4. Means and methods of construction are up to the Contractor, however, open cut installation shall not be allowed for water services.

Q5. How much is the cost estimate of the project?

A5. Gwinnett County estimates this project to be approximately $1.4 million. However, this is an estimate only. Contractors are urged to submit competitive pricing for the County’s consideration. Award will be made to the lowest responsive and responsible bidder.

Q6. Pipe suppliers are calling out 40-45 weeks for pipe deliveries once the order is placed which would not be until its award. When the contractors are getting quotes the suppliers are providing quotes that are based on the “drop date of delivery”. In return the price is not locked in once the contractors ask for the quote as in the past and is based that date delivered which could be any amount. That being said how can the contractor quote a price based on a project in which he does not know what the price will be on the drop date? This is a different time we are all in and ask for guidance on how we can approach this issue so the contractor can feel confident approaching these projects at this time.

A6. Owner recognizes lead times on many items and may extend contract times only subject to section 12.03 Delays in the General Conditions. Contractor will need to document that a diligent effort was made to secure materials and the ability to secure materials is outside its control.

Q7. We are currently seeing 280 to 350 days to take delivery of DIP after release. This Contract time is 180 days for substantial completion. Will the Contractor be penalized with liquidated damages for the extra time it takes to take delivery of DIP beyond the Contract time after Notice to Proceed?

A7. Owner recognizes lead times on many items and may extend contract times only subject to section 12.03 Delays in the General Conditions. Contractor will need to document that a diligent effort was made to secure materials and the ability to secure materials is outside its control.

Q8. Is Detail G5 or G5b used for this project?

A8. Owner is requesting bid quantities on G5b but reserves the right to direct contractor to use G5.

Q9. If G5b is to be used, what is the roadway classification (Local and Collector or Arterial)?

A9. All affected roads for this project are classified as Local and Collector.

Q10. Is Bid Item #2d exclusively for G5b (if used) or for other project requirements?

A10. Bid Item No. 2d is intended for detail G5b. Please refer to Specification Section 01 22 15.11 –

Measurement and Payment for other project requirements.

Q11. Sd1-S is shown on erosion control drawings, but the bid form calls out Temp Silt Fence A (Sd1).

Please advise if we are to bid Type A (Sd1-NS) or Type C (Sd1-S) silt fence for this project.

A11. Temp Silt Fence C (Sd1-S) shall be used for this project. Revised bid form attached.

Project No. 100482.06.17 3 ADDENDUM NO. 1 JIM MOORE ROAD WATER MAIN IMPROVEMENTS PROJECT Revised: 08/18/2022

Q12. Will 6” DIP for fire hydrant leads be added to the bid form or are we to include this 6” DIP footage with the fire hydrant bid item?

A12. The 6” DIP for the fire hydrant assemblies should be included in Unit Price Bid Item No. 16. Item No. 21 in the Measurement and Payment specification has been revised to reflect this.

Q13. If rock is encountered on this project, will rock be paid for under Part 2 – Owner Directed Bid

Items Bid Item #6?

A13. Per Specification Section 01 22 15.11 – Measurement and Payment, Item Number #15, the unit price per linear foot of ductile iron pipe shall include rock excavation. Owner Directed Bid Item No. 6 is intended for any rock excavation that may be encountered outside of the provisions included for typical pipe installation.

Q14. Is the Milling unit supposed to be Square yards?

A14. No, the unit price for Asphalt Milling and Haul Off is measured in tons, as described in Item No.

46 of the Measurement and Payment specification.

Q15. Is the intent to use G5b when we are in the road or is this if soil conditions arise to be used as an alternate?

A15. Owner will direct Contractor on which detail to use when conditions are known.

END OF ADDENDUM NO. 1

Attachments: 0800 Supplementary Conditions

Revised Bid Form

Section 00800 Supplementary Conditions to the

EJCDC C-700 Standard General Conditions of the Construction Contract

With Gwinnett County DWR Modifications 06-01-16

Supplementary Conditions

These Supplementary Conditions amend or supplement the Standard General Conditions of the

Construction Contract, EJCDC C-700 (2007 Edition, with Gwinnett County DWR Modifications

06-01-16). All provisions which are not so amended or supplemented remain in full force and effect.

The terms used in these Supplementary Conditions have the meanings stated in the General

Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof.

The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added thereto.

The provisions in this Section of the Specifications shall govern in the event of any conflict between this Section and the General Conditions.

SC-1.01 Definitions

SC-1.01.A.16.1 Delete Paragraph 1.01.A.16.1 in its entirety.

SC-1.01.A.29 Add the following sentence to end of paragraph:

Owner designates the Director of the Gwinnett County Department of Water Resources to exercise all Owner authority identified in these contract Documents, except that of approval and execution of change orders.

SC-2.02 Copies of Documents

SC-2.02 Delete Paragraph 2.02.A in its entirety and insert the following in its place:

A. Owner will furnish to Contractor up to four printed or hard copies of the Contract

Documents, one counterpart of the executed Contract Agreement, and one set in electronic format. Additional copies will be furnished upon request at the cost of reproduction.

SC-4.02 Subsurface and Physical Conditions

SC-4.02 Add the following new paragraphs immediately after Paragraph 4.02.B:

C. The following reports of explorations and tests of subsurface conditions at or contiguous to the Site have been used by the Engineer in preparing the Contract Documents:

1. Report dated December 3, 2019, prepared by United Consulting, Norcross, GA, entitled: “Geotechnical Exploration Jim Moore Road Water Main”. The “technical data” contained in such report upon which Contractor may rely is for information purposes only.

2. Report dated April 12, 2021, prepared by United Consulting, Norcross, GA, entitled:

“Supplemental Geotechnical Exploration Jim Moore Road Water Main”. The

“technical data” contained in such report upon which Contractor may rely is for information purposes only.

D. The following drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) have been used by the Engineer in preparing the Contract Documents:

1. Boring Logs for AB-5 through AB-7 contained within the original Geotechnical

Exploration Report.

2. Boring Logs for AB-8 through AB-10 contained within the Supplemental

Geotechnical Exploration Report.

a. None of the contents of such drawings is "technical data" on which Contractor may rely.

E. The reports and drawings identified above are not part of the Contract Documents, but the

“technical data” contained therein upon which Contractor may rely, as expressly identified and established above, are incorporated in the Contract Documents by reference. Contractor is not entitled to rely upon any other information and data known to or identified by Owner or Engineer.

F. Copies of reports and drawings identified in SC-4.02.C and SC-4.02.D that are not included with the Bidding Documents may be examined at Constantine Engineering, 1305

Mall of Georgia Blvd, Suite 160, Buford, GA 30519 during regular business hours.

SC-4.06 Hazardous Environmental Conditions

SC-4.06 Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following:

A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner.

B. Not Used.

SC-5.04 Contractor’s Liability Insurance

SC-5.04. Delete Paragraph 5.04.C in its entirety and insert the following:

C. The limits of liability for the insurance required by paragraph 5.04.B.2 of the General

Conditions shall provide coverage specified in the Owner’s Insurance Requirements, included in these Contract Documents, or greater where required by Laws and

Regulations.

SC-5.06 Property Insurance

SC-5.06 Delete Paragraph 5.06.A in its entirety and insert the following in its place:

A. Contractor shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof. Contractor shall be responsible for any deductible or self-insured retention. This insurance shall be provided as required by the

SC-6.02 Labor; Working Hours

SC-6.02 Add the following subparagraph 6.02.D.1:

1. The following hourly rates or most current rates will apply for the overtime work on behalf of the Owner:

Labor Grade 2022 2023

Inspector I $83.00 $87.00

Inspector II $101.00 $106.00

Inspector III $129.00 $135.00

Senior Construction Engineer $165.00 $173.00

Principal Construction Engineer $222.00 $233.00

Supervising Construction Engineer $239.00 $251.00

SC-6.08 Permits

SC-6.08 Add the following subparagraphs 6.08.B.1:

1. The Owner will provide the following Permits:

a. Commercial Development Permit (CDP) issued by Gwinnett County Department of

Planning and Development (Permit No. EPN 2022-00615)

b. Georgia Department of Transportation (GDOT) Utility Permit will be issued by

GDOT (Permit No. 1264507)

SC-6.13 Safety and Protection

SC-6.13.H following Paragraph 6.13.G, add the following:

H. Contractor’s Plan for Safety Precautions and Programs

1. Before any Work at the site is started, Contractor shall have prepared Contractor’s written plan for Project-specific safety precautions and programs, complete with respect to procedures and actions that the Contractor intends Contractor and all others as provided in Paragraphs 6.13.A.1 and 13.02.A, to follow in order for

Contractor and all others to comply with all applicable Laws and Regulations.

Contractor’s plan for safety precautions and programs shall have been approved and endorsed by Contractor’s designated safety representative required in Paragraph

6.14.A.

2. Contractor shall revise Contractor’s plan for safety precautions and programs at appropriate times to reflect changes in construction conditions, the Work, Contractor’s means, methods, techniques, sequences and procedures of construction, and the requirements of paragraph 13.02.A. Contractor shall disseminate the original plan and revisions to all others indicated in Paragraphs 6.13.A and 13.02.A.

3. Contractor’s plan for safety precautions and programs will not require more stringent safety requirements, training or other qualifications for all others, including those specified in Paragraph 13.02.A and their employees, than Contractor sets forth for comparable activity and responsibility of Contractor, Subcontractors, and Suppliers and their respective employees.

SC-12.03 Delays

SC-12.03.C. Add the following paragraphs to the end of Paragraph 12.03.C:

1. If the basis exists for an extension of time in accordance with Paragraphs 12.03.A.

and 12.03.C. of the General Conditions, an extension of time on the basis of weather may be granted only for the number of Weather Delay Days in excess of the number of days listed as the Standard Baseline for that month.

2. The Owner has reviewed weather data available from the National Oceanic and

Atmospheric Administration (NOAA) and determined a Standard Baseline of average climatic range for Gwinnett County, Georgia. Standard Baseline is as follows:

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

14 14 10 7 6 3 4 2 2 3 5 9

3. Standard Baseline shall be regarded as the normal and anticipatable number of calendar days for each month during which construction activity shall be expected to be prevented and/or suspended by cause of adverse weather. Suspension of construction activity for the number of days each month, as listed in the Standard

Baseline, is included in the Work and is not eligible for extension of Contract Time.

4. Adverse weather is defined as the occurrence of one or more of the following conditions, which prevents exterior construction activity or access to the site within twenty-four (24) hours:

a. Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10”) liquid measure,

b. Temperatures which do not rise above 32 degrees F by 10:00 a.m., local time,

c. Temperatures which do not rise above that specified for the day’s construction activity by 10:00 a.m., local time, if any is specified,

d. Sustained wind in excess of twenty-five (25) m.p.h.

e. Standing snow in excess of one inch (1.00”).

5. Adverse weather may include, if appropriate, “dry-out” or “mud” days:

a. For rain days above the Standard Baseline

b. Only if there is a hindrance to site access or site work, such as excavation, backfill, and footings; and,

c. At a rate no greater than one (1) make-up day for each day, or consecutive days, of rain beyond the Standard Baseline that total one inch (1.00”) or more, liquid measure, unless specifically recommended otherwise by the Engineer.

6. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the Contractor’s scheduled work day, including a weekend day(s), if Contractor has approved, scheduled construction activity that day.

7. Contractor shall take into account that certain construction activities are more affected by adverse weather and seasonal conditions than other activities, and that

“dry-out” or “mud” days are not eligible to be counted as Weather Delay Day until the Standard Baseline is exceeded. Hence, Contractor should allow for an appropriate number of additional days associated with the Standard Baseline days in which such applicable construction activities are expected to be prevented and suspended. If the project includes construction of a building, no extension will be made for days of adverse weather occurring after building is “dried in”.

8. Use a copy of the Weather Delay Monthly Report found in the Specifications

General Requirements Section 01 00 00, Paragraph 3.45.B., indicating for each calendar month, the days on which construction activity affecting the critical path of the Work was prevented by adverse weather conditions, as outlined in Paragraph

12.03.C.4. Mark the column for the general cause; and under “Specific

Description”, indicate corresponding measurement of precipitation, temperature, wind, or other influencing factors, and list the construction activity that was scheduled and delayed. At the end of the month, at the bottom of the form, add up the number of delay days and enter in the box next to row “(a)”, enter the Standard

Baseline days for that corresponding month in the box next to row “(b)”. Subtract row (b) value from row (a) value and enter that value in the last box next to

“Claimable Days”, enter -0-, if a negative number. Submit a copy of the completed

Weather Delay Monthly Report with the next application for payment and with subsequent claim for Time Extension. Claims for time extension based upon weather delays will be denied if a submitted Report does not corroborate the claim, or if no report was submitted when it was required in accordance with this paragraph.

9. Submit daily jobsite logs showing which, and to what extent, construction activities have been affected by weather on a monthly basis.

10. To support claim for time extension, submit actual weather data obtained from nearest NOAA weather station, or other independently verified source approved by

Owner’s representative at beginning of the project.

11. Use Standard Baseline data provided in Paragraph 12.03.C.2, when documenting actual delays due to adverse weather in excess of the average climatic range.

12. Organize claim and documentation to facilitate evaluation on a basis of calendar month periods, and submit in accordance with the procedures for Claims established in Articles 12.02 and 10.05 of the General Conditions.

13. If an extension of the Contract Time is appropriate, it shall be implemented in accordance with the provisions of Articles 8.07, 10.03, 10.05, and 12.02 of the

General Conditions.

SC-14.02.A.1 Following this Paragraph add the following:

a. “Other documentation” shall be accepted only if a written price quote from the vendor is submitted with the Application for Payment and the bill of sale and/or invoice stating that the actual amount paid by the Contractor is submitted within 30 days of the Application for

Payment.

SC-14.02.A.3 Delete Paragraph 14.02.A.3.b in its entirety and insert the following in its place:

b. The Owner shall retain an amount not exceeding five percent (5%) of the gross value of the completed work as may be provided for in the contract.

SC-14.02.D. Reduction in Payment:

SC-14.02.D After paragraph 14.02.D. 4.b, add the following:

d. The following rates or most current rates will apply for the additional services performed by the Engineer on behalf of the Owner:

Labor Grade Rate

Principal in Charge $247.20

Project Manager $198.79

Project Engineer $124.63

Managing Engineer $226.60

Inspector $108.15

Construction Engineer $169.95

Surveyor $113.30

2-person Survey Crew $164.80

SC-ARTICLE 17 – MISCELLANEOUS

SC-17.09 After 17.09 add the following:

17.10 Delinquent Contractors

A. The Owner shall not pay any claim, debt, demand or account whatsoever to any person firm or corporation who is in arrears to the Owner for taxes. The Owner shall be entitled to a counterclaim and offset for any such debt in the amount of taxes in arrears, and no assignment or transfer of such debt after the taxes become due shall affect the right of the Owner to offset any taxes owed against said debt.

BID FORM

BID NUMBER: BL083-22

BID DATE: August 25, 2022

COMPANY NAME:

BIDDER’S SIGNATURE:

(This Bid Form is part of the Bid Documents) BID NUMBER: BL083-22 BID DATE: August 25, 2022

SUBMITTAL DATE:

BY:

(Bidder)

PROJECT DESCRIPTION: JIM MOORE ROAD WATER MAIN IMPROVEMENTS

THIS BID IS SUBMITTED TO: Gwinnett County, Georgia (hereinafter called Owner) acting through its Board of County Commissioners

1. Undersigned Bidder offers and agrees to enter into Agreement with Owner, in accordance with the instructions, requirements and forms included in Bid Document Package (including the NOTICE OF BID, Instructions to Bidders Package and Pre-Qualification Package [where applicable]), and to complete all Work for the Bid Price and within required calendar days, all in accordance with the Bid Document Package.

2. Bidder accepts terms and conditions contained in Bid Document Package including without limitation those dealing with Owner's time for accepting Bid and disposition of Bid Security.

3. In submitting this Bid, Bidder makes representations required by Instructions to

Bidders and further warrants and represents:

a. Bidder has examined Bid Document Package, including NOTICE OF BID and Instructions to Bidders, and following addenda:

No. Dated No. Dated

b. Bidder has examined site and locality where the Work is to be performed and legal requirements (federal, state, and local laws, ordinances, rules, and regulations) and conditions affecting Work cost, difficulty, progress, BID DATE: August 25, 2022 or performance and has made independent investigations as Bidder deems necessary.

c. Bidder has carefully studied reports and drawings indicating subsurface conditions and drawings depicting physical conditions as identified in General Conditions and accepts determination concerning technical data contained in reports and drawings on which Bidder is entitled to rely.

d. Bidder has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) examinations, investigations, explorations, tests, and studies (in addition to or to supplement those referred to in "c." above) pertaining to subsurface or physical conditions at site or otherwise affecting cost, progress, performance, or furnishing Work as Bidder considers necessary for performing or furnishing Work at Contract Price, within Contract Time, and in accordance with terms and conditions contained in Bid Document Package, including specifically provisions stated in General Conditions and no additional examinations, investigations, explorations, tests, reports, or similar information or data are or will be required by Bidder.

e. Bidder has reviewed and checked Plans and data shown or indicated on

Bid Document Package with respect to existing underground facilities at or contiguous to site and assumes responsibility for accurately locating underground facilities. No additional examinations, investigations, explorations, tests, reports, or similar information or data concerning underground facilities are or will be required by Bidder in order to perform and furnish Work at Contract Price, within Contract Time, and in accordance with terms and conditions contained in Bid Document Package, including specifically provisions stated in General Conditions.

f. Bidder has correlated results from observations, examinations, investigations, explorations, tests, reports, and studies with terms and conditions contained in Bid Document Package.

g. Bidder has given Owner written notice concerning conflicts, errors, or discrepancies discovered in Bid Document Package and written resolution by Owner is acceptable to Bidder.

h. This Bid is genuine and not made in interest of or for any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules produced by any group, association, organization, or corporation; Bidder has not directly or indirectly induced or solicited any

BID DATE: August 25, 2022 other Bidder to submit false or sham Bid; Bidder has not solicited or induced any person, firm, or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

i. Bidder should submit a projected Monthly Cash Flow projection with the bid. The monthly projections should add up to the Bid Amount on the Bid Form.

4. Bidder submits the following Unit Price Work Bid Prices for the Jim Moore Road

Water Main Improvements, identified in Bid Form as part of this Bid. Work included within each Bid Item is described in the Specification Section listed for that Bid Item. Payment for each Bid Item is described in Specification Section 01 22 15.11 – Measurement and Payment listed for that Bid Item.

PART 1 – UNIT PRICE ITEMS

BID

ITEM

NO.

SPEC.

SECTION

DESCRIPTION

Measurement

& Payment

EST. QTY UNIT PRICE

EXTENDED

PRICE

1a 32 12 16 Asphalt Paving – Asphalt Pavement Resurfacing

1b 135 TON $ $

2a 32 12 16 Asphalt Wearing Surface 47 50 TON $ $

2b 32 12 16 Asphalt Binder 48 135 TON $ $

2c 32 12 16 Graded Aggregate Base 45 330 TON $ $

2d 32 12 16 #57 Stone 41 600 TON $ $

2e 32 12 16 Geogrid Fabric 44 1,200 SY $ $

3 32 12 16 Asphalt Milling and Haul off

46 320 TON $ $

4 34 71 00 Driveway Cut Restoration

- Asphalt

2 65 SY $ $

5 32 16 13 Curb/Combination Curb and Gutter

3 300 LF $ $

6 32 16 13 Sidewalk Restoration 4 140 SY $ $

BID DATE: August 25, 2022

PART 1 – UNIT PRICE ITEMS CONTINUED

NO.

SPEC.

SECTION

DESCRIPTION

Measurement

& Payment

EST. QTY UNIT PRICE

EXTENDED

PRICE

7 32 92 00 Sodding 8 3,000 SY $ $

8a 32 93 43 Tree Replacement 9a 6 EA $ $

8b 32 93 43 Tree Save Barrier Fence 9b 885 LF $ $

9 02 32 19 Exploratory Excavations 10 15 EA $ $

10a 34 41 16.10 Traffic Control – Devices

11a 1 LS $ $

10b 34 41 16.10 Traffic Control – Police Officer

11b 200 HR $55.00 $11,000.00

11a 31 25 00 Erosion and Sediment Controls – Temp Silt Fence C (Sd1-S)

12d 2,000 LF $ $

11b 31 25 00 Erosion and Sediment Controls – Sediment Trap (Sd2)

12e 8 EA $ $

11c 31 25 00 Erosion and Sediment Controls – Mulch (Ds1)

12i 2 TON $ $

11d 31 25 00 Erosion and Sediment Controls – Temp Seeding (Ds2)

12j 3,000 SY $ $

12 02 42 11 Site Restoration and Cleanup

13 1 LS $ $

13 01 78 39 Project Record Drawings

14 1 LS $ $

14 33 11 13.05

Ductile Iron Pipe (Water)

8-Inch Diameter 15 20 LF $ $

12-Inch Diameter 15 2,000 LF $ $

Water Service Connection

15 9 EA $ $

BID DATE: August 25, 2022

PART 1 – UNIT PRICE ITEMS CONTINUED

PART 2 – OWNER DIRECTED BID ITEMS

The quantities and unit prices below are in addition to the Unit Price amounts submitted in Part 1 in the event that unforeseen circumstances require work that is in addition to the limits shown on the Drawings. These unit price items are not allowed without prior discussion and written approval with the Owner’s representative. Payment for unit price bid items shall be as specified in Section 01 22 15.11.

NO.

SPEC.

SECTION

DESCRIPTION

Measurement

& Payment

EST. QTY UNIT PRICE

EXTENDED

PRICE

15 33 12 16

Water Utility Distribution Valves

12” x 12” Tapping Sleeve and Valve

16 1 EA $ $

16 33 12 19 Water Utility Distribution Fire Hydrant Assembly

21 5 EA $ $

17 33 12 19.81 Salvage Existing Fire Hydrants

24 4 EA $ $

18 34 41 16.10 Wire and Conduit for Traffic Control Signal

43 50 LF $ $

PART 1 TOTAL $

BID

ITEM

NO.

SPEC.

SECTION

DESCRIPTION

Measurement

& Payment

EST. QTY UNIT PRICE

EXTENDED

PRICE

1 31 23 00 Additional Utility Pipe Bedding

26 200 CY $ $

2 03 30 00 Miscellaneous Cast-in- Place Concrete

39 10 CY $ $

3 33 11 13.05 Ductile Iron Fittings (Water) 40 1 TON $ $ 4 31 23 00 #57 Stone 41 20 TON $ $ 5 02 42 11 Debris Removal 42 100 TON $ $

6 31 23 00 Rock Removal – Trench Rock

49 20 CY $ $

PART 2 TOTAL $

BID TOTAL (PART 1 + PART 2) $

BID DATE: August 25, 2022

Attached prices shall include all labor, materials, bailing, shoring, removal, overhead (Direct and Indirect), profit, insurance, bonds, and other costs, to cover all finished Work.

Bidder agrees this Bid shall be good and may not be withdrawn for a period of sixty (60) calendar days after scheduled closing time for receiving bids.

There is enclosed herewith a certified or cashier's check or a Bid Bond to the order of

Gwinnett County, Georgia, in the sum of Dollars

Check or Bid Bond shall be equal to, not less than, the amount stipulated in NOTICE TO BID and it is understood and agreed that said check or Bid Bond shall be subject to terms and conditions stipulated in Bid Document Package.

Undersigned Bidder hereby agrees to each and every stipulation in Bid Document Package pertaining to the submission of Bids and further, if awarded the Contract, duly agrees to execute and secure the required Contract and Bid Document Package within fifteen (15) days from service of Notice of Award and deliver a surety bond or bonds as required by General Conditions. The name and business address of Bidder to which all formal Notices shall be sent:

Undersigned Bidder states the names and addresses of persons interested as principals in this Bid are as follows: (Write first name in full):

Bidder shall state on line below, if a corporation, the name of State in which incorporated and the date of said incorporation:

BID DATE: August 25, 2022

Undersigned Bidder states (he/she/they) (is a/are) citizen(s) of the United States and all partners, associates, or principals interested herein are citizens of the United States, except: (Give full names and addresses):

Undersigned Bidder submitting this Bid certifies and affirms that such Bid is genuine and not collusive or sham; that said Bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any Bidder or person, to put in a sham Bid, or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person to fix the Bid Price of affiant or any other Bidder, or to fix any overhead, profit, or cost element of said Bid Price, or of that of any other Bidder, or to secure any advantage against Gwinnett County or any person interested in the proposed Contract; and that all statements contained in said Bid are true, and further, that such Bidder has not directly or indirectly submitted this Bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof; and, that no member of Owner or other officers or employees of said Owner is interested directly or indirectly in the Bid or in any portion of the Bid nor the Contract or any part of the Contract which may be awarded the undersigned Bidder on the basis of such Bid.

The undersigned bidder acknowledges the requirements of the Plans and Specifications For the Jim Moore Road Water Main Improvements. It is further understood that the above quantities are approximate, are solely for the purpose of comparing proposals, and are not represented by the Owner as an accurate statement of the actual work to be performed under the Contract.

The Bidder agrees to complete the Contract awarded within 180 (Sub) / 30(Final) consecutive calendar days for completion" from the date of the "Notice to Proceed" and he further agrees that the owner may retain from the monies which may become due the amount of $1,000.00 (Sub) / $500.00 (Final) per day for each and every day that the completion of the work may be delayed.