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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 · Sep 29, 2025

This document is an Addendum No. 1 for the Oxford Regional Water Supply - Haley Well No. 2 project, issued by Waggoner Engineering Inc. for the City of Oxford, Mississippi. The addendum modifies the original bid documents by replacing the Bid Form in Section C and the MDEQ Water Withdrawal Permit in Section L, and adding Sheet WD2.0 to the plans. The project involves constructing a new potable water well with a capacity of 1000 gpm at 300 feet depth, including associated raw water main installation, piping, valves, electrical systems, and site improvements. The bid includes base bid items for well construction, raw water line, site work, and an additive alternate for a test hole and test well at the Bramlett location.

The water withdrawal permit (MS-GW-17854) authorizes the City of Oxford to extract water from the Meridian-Upper Wilcox Aquifer for public water system use, with an annual permitted volume of 537.6672 acre-feet (equivalent to 0.4800 million gallons daily) at a maximum pumping rate of 1000 gallons per minute. The permit is valid from 06/23/2025 to 06/23/2035. The bid form includes detailed line items for various construction activities, such as mobilization, earthwork, piping, valves, fencing, electrical systems, and site infrastructure, with quantities specified for each item. Bidders are required to complete the bid form, providing unit costs and total costs for each specified item.

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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

AutoCAD SHX Text

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 Sep 29, 2025.