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Attached to: 157-20250620163405 Oxford
Solicitation number: 3170033203
Issued by: Lamar County, Paden Village, Mississippi

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Written by GovTribe AI · Jun 15, 2026

This is Addendum No. 1 to the contract documents for the Oxford Regional Water Supply – Haley Well No. 2 project issued by Waggoner Engineering Inc. on behalf of the City of Oxford, Mississippi. The addendum, dated July 15, 2025, provides critical revisions to the original bid documents for this water infrastructure project. The project encompasses the development of a permanent potable well with a capacity of 1,000 gallons per minute at a depth of 300 feet, installation of a 12-inch ductile iron pipe raw water main spanning approximately 1,115 linear feet, and associated site infrastructure including electrical controls, SCADA systems, and security features such as fencing and bollards. The bid form includes 40 line items for the base bid covering mobilization, earthwork, well construction, piping, and site improvements, with quantities ranging from single units to 1,750 square yards for geotextile stabilization. An additive alternate is available for test hole and test well work at the Bramlett location. Bids are due by 2:00 p.m. on July 31, 2025, and bidders must acknowledge receipt of this addendum by signing and emailing the acknowledgment form to jamie.mcinnis@waggonereng.com prior to bid submission.

The addendum replaces the original bid form in Section C and the MDEQ Water Withdrawal Permit in Section L, and adds Sheet WD2.0 showing the proposed test hole and test well location at coordinates latitude 34°21'49.67" and longitude 89°30'33.52" with a ground elevation of 411 feet. The Mississippi Department of Environmental Quality has issued Water Withdrawal Permit MS-GW-17854 to the City of Oxford, effective June 23, 2025 through June 23, 2035, authorizing withdrawal of up to 1,000 gallons per minute from the Meridian-Upper Wilcox Aquifer for public water system use, with an annual permitted volume of 537.6672 acre-feet. No specific project budget or award amount is disclosed in the addendum documents. All bidders must possess a valid Certificate of Responsibility and submit proposals either electronically or as sealed bids to the City Clerk's Office, with general contractors responsible for ensuring subcontractors and material suppliers are aware of this addendum.

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ADDENDUM NO. 1

OXFORD REGIONAL WATER SUPPLY – HALEY WELL NO. 2

CONTRACTOR’S ACKNOWLEDGEMENT

P a g e | 1

TO: All Bidders ISSUED BY: Brian G. Granger, P.E., BCEE, Waggoner Engineering Inc.

Senior Discipline Manager

DATE: 07/15/2025

PROJECT: Oxford Regional Water Supply – Haley Well No. 2

Oxford, MS OWNER: City of Oxford 107 Courthouse Square

Oxford, MS 38655

The following additions and revisions are to become a part of the proposal and contract documents of the above referenced project. Bidders shall acknowledge receipt of Addendum No. 1 on Page C-1 of the Proposal. The general contractor is responsible for bringing this addendum to the attention of their subcontractors and material suppliers:

Revisions to Contract Documents:

1. Replace Bid Form in Section C with the attached.

2. Replace MDEQ Water Withdrawal Permit in Section L with the attached.

Revisions to Plans:

1. Add Sheet WD2.0, attached.

All Bidders must acknowledge receipt of the Addendum package by signing, dating below, and emailing this sheet to jamie.mcinnis@waggonereng.com. This Addendum Acknowledgment must also be attached to required bid documents at the date and time of receipt of bids.

Company Name: ____________________________________

Signature: ____________________________________

Date Acknowledged: ____________________________________ briang Granger_MS_PE

ITEM NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST

1 Mobilization, Demobilization LS 1

2 Clearing & Grubbing LS 1

3 Erosion Control LS 1

4 Traffic Control LS 1

5 Earthwork LS 1

6 Borrow Excavation, AH, FME, Class B9-6 CY 400

7 Size 610 Crushed Limestone CY 305

8 Geotextile Stabilzation, Type V SY 1,750

9 Curb Removal & Concrete Apron w/ Valley Gutter LS 1

10 Ex. Manhole Adjustment EA 1

11 HP Storm Pipe LF 60

12 HP Storm Pipe Connection to Ex. 18" RCP w/ Pipe Coupler EA 1

13 HP Storm Pipe 45 Degree Fitting EA 1

14 31" x 51" Reinforced Concrete Arch Pipe Culvert, Class A III LF 24

15 31" x 51" Reinforced Concrete End Section EA 2

16 Loose Rip Rap, Size 200 TON 150

17 Geotextile Under Rip Rap SY 200

18 Test Hole (300') LS 1

19 Add/Deduct if Test Hole Depth is other than 300' LF 1

20 Test Well (300') LS 1

21 Add/Deduct if Test Well Depth is other than 300' LF 1

22 Permanent Potable Well (1000 gpm at 300') LS 1

23 Add/Deduct if Permanent Well Depth is other than 300' LF 1

24 Add/Deduct if Screen Length is other than 60' LF 1

25 Add/Deduct if Well is other than 1000 gpm GPM 1

26 Above Ground Piping and Appurtenances LS 1

27 12" DIP Raw Water Main LF 430

28 12" DIP Raw Water Main, Asphalt Open Cut LF 655

29 20" Steel Casing, Jack & Bore LF 30

30 12" DIP Raw Water Main, Unencased Bore LF 30

31 12" Gate Valve and Box EA 2

32 12" Tapping Sleeve & Valve EA 1

33 Connection to Ex. Raw Water Main EA 1

BASE BID (HALEY WELL NO. 2 & RAW WATER LINE)

BID FORM

OXFORD REGIONAL WATER SUPPLY

MAY 2025

WEI NO. 0020110.000

HALEY WELL NO. 2***ADDENDUM 1 *** ***ADDENDUM 1 ***

34 Ductile Iron Fittings LBS 4,100

35 Potholing (Locating Existing Utilities) EA 10

36 Bollards EA 6

37 Chainlink Fencing LF 290

38 16' Double Gate EA 2

39 Well Site: Electrical, Controls, & SCADA LS 1

40 Generator EA 1

SUBTOTAL BASE BID

1 Test Hole (300') LS 1

2 Add/Deduct if Test Hole Depth is other than 300' LF 1

3 Test Well (300') LS 1

4 Add/Deduct if Test Well Depth is other than 300' LF 1

SUBTOTAL ADDITIVE ALTERNATE 1

TOTAL BID (BASE BID)

TOTAL BID (BASE BID + ADDITIVE ALTERNATE 1)

RESPECTFULLY SUBMITTED BY:

(PLEASE PRINT)

SIGNATURE:

NAME AND TITLE:

(PLEASE PRINT)

ADDRESS:

PHONE NUMBER:

CERTIFICATE OF RESPONSIBILITY NO. (SEAL) IF BY CORPORATION

BASE BID (HALEY WELL NO. 2 & RAW WATER LINE)

ADDITIVE ALTERNATE 1 (BRAMLETT TEST HOLE & TEST WELL)

STATE OF MISSISSIPPI

Department of Environmental Quality Office of Land and Water Resources

P.O.Box 2309 Jackson, Mississippi 39225

PERMIT

TO DIVERT OR WITHDRAW FOR BENEFICIAL USE THE PUBLIC WATERS

This permit is issued to the landowner named below in accordance with the provisions of the Mississippi Water Laws, Mississippi Code Sections 51-3-1, et seq.(1972, as amended), and the regulations and standards as promulgated thereunder. Whether or not specifically named in this permit or in the applications for this permit, anyone using water from the diversion/withdrawal point described below shall do so in compliance with the provisions of this permit. Neither this permit, nor any authority conferred hereby, may be sold, conveyed, encumbered, assigned or otherwise aliened, for any period of time or under any conditions whatsoever. This permit may not be modified, transferred, or revoked without prior action by the Permit Board. Any attempts to modify, transfer or revoke this permit, or to take any other action on this permit, shall be invalid and unenforceable and may result in immediate revocation or suspension of this permit. The holder of this permit shall at all times be responsible for adherence to the terms and conditions of this permit. No agreement between the permit holder and any other party shall affect the obligations and liabilities of the permit holder. Water use under this permit is allowed only when the streamflow or lake level elevation (whichever, if any, is applicable) is above the established minimum, pursuant to Mississippi Code Section 51-3-7. Authorization is hereby granted to divert/withdraw water for the beneficial use designated herein, and for no other purpose, subject to the following terms, conditions, and limitations:

Permit Number: MS-GW-17854

Landowner Name: OXFORD, CITY OF

Landowner Address: 107 COURTHOUSE SQUARE

OXFORD, MS 38655

Source of Water: MERIDIAN-UPPER WILCOX AQUIFER

Beneficial Use(s): PUBLIC WATER SYSTEM

Diversion/Withdrawal Location: NE 1/4 of the SW 1/4 Section: 28 Township: 08S Range: 03W

County: LAFAYETTE Quad: OXFORD SOUTH

Permitted Volume: Annual: 537.6672 Acre-feet equivalent to Daily: 0.4800 Million Gallons

Maximum Pumping Rate: 1000.00 Gallons/Minute

Applicant Name: OXFORD, CITY OF

Applicant Address: 107 COURTHOUSE SQUARE

OXFORD, MS 38655

Date Permit Issued: 06/23/2025

Date Permit Expires: 06/23/2035

Date Permit Modified:

Date Permit Reissued:

This permit shall be deemed null and void if construction has not begun within one (1) year of permit issue date.

Kay Whittington, Director Office of Land and Water Resources

MAY 2025

S U

Y W

N O

. 2 O

, M

0020110.000

AS SHOWN

WD2.0

BRAMLETT BLVD

TEST WELL

GRAPHIC SCALE

PROPOSED TEST HOLE &

TEST WELL LOCATION

LAT: 34° 21' 49.67"

LONG: 89° 30' 33.52"

GROUND ELEVATION: 411'

UNIVERSITY AVE

H W

BRAMLE

TT BLV

BRAMLETT WATER

TREATMENT PLANT

H W

OXFORD SKATE PARK

OXFORD COMMUNITY GARDEN

1 SHEET ADDED 07.15.2025

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SHEET NUMBER:

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DRAWING TITLE:

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CHECKED BY:

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DRAWN BY:

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DATE:

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PROJECT:

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SCALE:

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DATE

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SEAL:

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DRAWING REVISIONS

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NO.

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REMARKS

AutoCAD SHX Text 601-355-9526

AutoCAD SHX Text 143-A LeFleurs Square

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FAX 601-352-3945

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JACKSON, MS 39211

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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Haley Well 2_Updated Bid Form.pdf

Bid Form

0020110 - Oxford Regional Water Supply & Treatment_05-19-25-WD2.0.pdf

Sheets and Views

WD2.0

File details come from the government source that posted it. Updated Jun 15, 2026.