Res 093-2026 approve Change Order No. 4 for the Quail Creek Drainage Improvements Project, 09/01/2026 Resolution No. 93-2026
Resolution authorizing the City Manager to approve Change Order No.
4 for the Quail Creek Drainage Improvements Project, contracted to
Scales Concrete Construction Co., Inc., a deduct in the amount of
($203,286.95)
WHEREAS, one of the City of Wichita Falls' Strategic Goals is to Provide Quality
Infrastructure; and,
WHEREAS, the City entered into a unit price contract with Scales Concrete
Construction Co., Inc. for the Quail Creek Drainage Improvements Project; and,
WHEREAS, the City desires to formally adjust the contract price to be
commensurate with the completed and final in-place quantities.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF WICHITA FALLS, TEXAS, THAT:
City Manager is authorized to execute all documents necessary, in a form as
approved by the City Attorney, to execute deductive Change Order No. 4 for the Quail
Creek Drainage Improvements Project in the amount of ($203,286.95).
PASSED AND APPROVED this the 1st day of September, 2026.
MAYOR
ATTEST:
, B
City Clerk
CITY OF WICHITA FALLS, TEXAS CHANGE ORDER NO.: 4 & Final
CONTRACT CHANGE ORDER FORM DATE: 8/19/2026
AMOUNT OF CHANGE: $203,286.95
PROJECT/CONTRACT: Quail Creek Drainage Improvements CWF-20-552-01 (PO#- 22303746)
TO: Scales Concrete Construction Co., Inc. ,this Change Order,after approval by the Owner,will be your
(Contractor)
authority to make the following changes in the work under your contract:
Decrease Increase Total Change
Description of Changes in Contract in Contract in Contract
See Attached-Final Quantity/Cost Adjustments to amounts actually completed. $ 203,286.95 i$203,286.95)
$
TOTAL $ 203,286695 $ - $ (203,286.95)
AMOUNT OF ORIGINAL CONTRACT: ( - 6,971,470.00
TOTAL AMOUNT OF THIS CHANGE ORDER: $ (203,286.95)
TOTAL AMOUNT OF PREVIOUS CHANGE ORDERS: W—78,350.00
CONTRACT AMOUNT TO DATE: $ 6,846,533.05
Approved By Owner: Accepted By Contractor: Recommended By Arch/Eng:
City of Wichita Falls Scales Concrete Construction Co., Inc. Biggs & Mathews, Inc.
By: By: By:__
Title: City Manager Title: President Title: President
Date: Date: Date:
2019-027
CITY OF WICHITA FALLS
QUAIL CREEK DRAINAGE IMPROVEMENTS (CWF 20-552-01)
CHANGE ORDER NO. 4-FINAL QUANTITY ADJUSTMENTS
BID ITEM NO. & DESCRIPTION ADD TO CONTRACT AMOUNT
Base Bid:
15. Geotextile Filter Fabric 5733.20 SY @ $2.25 = $12,899.70
19. Type B Filter Material 32.75 CY @ $75.00 = $2,456.25
33. Erosion Control Blanket 585.8 SY @$3.25 = $1.903.85
34 Hydromulch Seeding Etc. 585.8 SY @$3.75 = $2,196.75
38. Pedestrian Railing 35 LF @ $350.00 = $12,250.00
Alternate A-North Quail Creek:
8-A Concrete Pavement(8" Thickness) 2.7 SY @$155.00 = $418.50
9-A Concrete Pavement(6" Thickness) 580.40 SY@$130.00 = $75,452
10-A Concrete Pavement(4" Thickness) 1.60 SY@$110.00 = $176.00
20-A Lateral Storm Drain (6"-2"Diameter) 1.0 EA.@$400.00 = $400.00
Alternate B Gladney Channel:
10-B Concrete Pavement(4" Thickness) 9.3 SY@$110.00 = $1023.00
15-B Weep Holes 1 EA. $375.00 = $375.00
18-B Lateral Storm Drain (6"-2"Diameter) 2 EA. @ $400.00 = $800.00
23-B Rock Filter Dam 4 LF @$55.00 = $220.00
TOTAL ADD TO CONT " • CT: $ 110,571.05
BID ITEM NO. & DESCRIPTION DEDUCT FROM CONTRACT AMOUNT
Base Bid:
4. Asphalt Street Repair 48.95 SY @ $70.00 = $3,426.50
9. Concrete Pavement(8" Thickness) 414.20 SY@$148.00 = $61,301.60
10. Concrete Pavement(6" Thickness) 129.7 SY @ $130.00 = $16,861.00
11. Concrete Pavement(4" Thickness) 117.7 SY@ $110.00 = $12,947.00
12. Concrete Retaining Wall 945.60 SF @$69.00 = $65,246.40
13. Concrete Block Retaining Wall 109 SF @$45.75 = $4,986.75
16. Underdrain Pipe(6') 390 LF @$17.00 = $6,630.00
17. Weep Holes 69 EA. @$375.00 = $25,875.00
26. Lateral Storm Drain (6"-2') 2 EA. @ $500.00 = $1,000.00
31. Rock Rip Rap (24" Thick) 100 CY @$130.00 = $13,000.00
35. Rock Filter Dam 100 LF @$50.00 = $5,000.00
37. Removable Bollard 2 EA. @ $1,500 = $3,000.00
2019-027
BID ITEM NO. & DESCRIPTION DEDUCT FROM CONTRACT AMOUNT
Alternate A—North Quail Creek:
4-A Asphalt Street Repair 40 SY @ $60.00 = $2,400.00
11-A Concrete Retaining Wall 224.4 SF @$69.00 = $15,483.60
13-A Geotextile Filter Fabric 1,098.10 SY @ $2.25 = $2,470.73
14-A Underdrain Pipe (4') 116 LF @ $17.00 = $1,972.00
15-A Weep Holes 11 EA.@ $375.00 = $4,125.00
22-A Erosion Control Blanket 317 SY @ $3.25 = $1,030.25
23-A Hydromulch, Seeding, Fertilizing 317 SY @$3.75 = $1,188.75
24-A Rock Filter Dam 8 LF @$55.00 = $440.00
Alternate B—Gladney Channel:
4-B Asphalt Street Repair 4.7 SY @$60.00 = $282.00
8-B Concrete Pavement(8" Thickness) 28.3 SY.@$160.00 = $4,528.00
9-B Concrete Pavement(6" Thickness) 2 SY @$130.00 = $260.00
11-B Concrete Retaining Wall 470.75 SF @ $69.00 = $32,481.75
13-B Geotextile Filter Fabric 88.30 SY @$2.25 = $198.68
14-B Underdrain Pipe (4') 94 LF @ $17.00 = $1,598.00
Change Order No. 3 Adjustment:
Concrete Anchor Ballast for 36"Arizona Main 522.5 LF @ $50.00 = $26,125.00
TOTAL DEDUCT FROM CONTRACT: $313,858.00
CHANGE ORDER NO. 4(CONTRACT DEDUCT) $203,286.95
2019-027