Ordinance No. 15,251 ORDINANCE NO. 15,251
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS, AUTHORIZING DEDUCTIVE CHANGE ORDER NO. 3 WITH SER
CONSTRUCTION PARTNERS, LLC, FOR THE NEIGHBORHOOD STREET
RECONSTRUCTION OF ALLENBROOK DRIVE (W. BAKER ROAD TO
DEAD END) AND EDGEBROOK DRIVE (BIRDSONG DRIVE TO
ALLENBROOK DRIVE) PROJECT, DECREASING THE CONTRACT
AMOUNT BY SEVEN THOUSAND TWO HUNDRED TWENTY-THREE AND
38/100 DOLLARS ($7,223.38); AND PROVIDING FOR THE EFFECTIVE
DATE THEREOF.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN,TEXAS:
Section 1: That the City Council does hereby authorize Deductive Change Order No. 3
with SER Construction Partners, LLC, for the Neighborhood Street Reconstruction of Allenbrook
Drive (W. Baker road to Dead End) and Edgebrook Drive (Birdsong Drive to Allenbrook Drive)
Project, decreasing the contract amount by SEVEN THOUSAND TWO HUNDRED TWENTY-
THREE AND 38/100 DOLLARS ($7,223.38). A copy of said change order is attached hereto,
marked Exhibit "A" and made a part hereof for all intents and purposes.
Section 2: This ordinance shall take effect immediately from and after its passage by the
City Council of the City of Baytown.
INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the
City of Baytown this the 27th day of October, 2022.
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!' °•`7 or 1 NDON CAPETILLO, a Y
ATTEST:
. 1
ANGELA�XAEK§O-W, City Clerk
APPROVED AS O FORM:
SCOTT LEM N , City Attorney
RAKaren Anderson�ORD1NANCES1202212022.10.271ChangeOrderNo3(Deductive)RcconstructionofAllenbrookDriveProject.docx
EXHIBIT "An CITY OF BAYTOWN
i
;ETTEPUBLIC WORKS & ENGINEERING
2123 Market St.
Baytown, Texas77520
R
BAYTOWN CHANGE ORDER
For Neighborhood Street Reconstruction of Allenbrook and Edgebrook Drive
Date of Issuance: 9/27/2022 Change Order No.: 3
Contractor: SERConstruction Partners. CoB Project No.: RW 1904
Designer: Binkley and Barfield(BBI) P.O. No.: 2109259
Explanation:
This change order encompasses the following:
This is the final change order for the project to close out all extra work quantities and unnecessary work quantities.
1. Line Item 12(Rem and Des.Driveway)-Driveway Removal and Installation quantities did not match resulting in more quantity being
necessary for Driveway Removal.(Net Increase=$4020)
2. Line Items 36&38(June.Box)-Mismarked quantity sheet for two 4x4 Junction Boxes and one 5x5 Junction B Plans called out one 4x4
Junction Box and two 5x5 Junction Box.(Net Increase=$2364.40)
3. Line Items 41,42,43,44,45(Water line work)-Existing Waterline in conflict with proposed Storm Sewer requiring waterline to be offset,
and an increase in quantity of these items,contractor was able to trench all waterline work therefore there is no need for the bore waterline
items.(Net Increase=$33,724.80)
4. Line Item 27(Rem.&Disp.Inlets)-Conflict between plans and quantity sheet resulting in three inlets needing to be removed that were
unaccounted.(Net Increase=$1,237.50)
5. Line Item 65(Fur.&Inst.Retain.wall for Sidewalk)-Existing Grades between sidewalk and residents yard len various areas with over a
foot of elevation difference requiring a retaining wall to be placed to maintain residents landscaping. (Net Increase=$21,799.70)
6. Line Items 7.23,25,26,48,49,50,51,52,54,56,58,59,60,61,62,63,64,C0001 (F&1 Stabilized Const. Ent.,F&1 Driveways.,F&I
Curb Ramps,R&D Pipe,Clearance Prune,F&I Tree Prot.Fence,F&I Root Prone,F&I Zero CB Curb,F&I Temp Mailbox,R&D Ret.Wall,
Police,F&I CSS,F.extra borrow,F&I filter lab.fence,Ex.Machine Exc.,Ex.Hand Esc.,Hand Rem. Sidewalk,F&I SS Conflict Inlet,Hand
Dig Water Tap)-Quantity was not necessary to complete project and will be used to pay for additional work needing to complete project. (Net
Decrease=-$148,108.49)
7. C0001 -Miscalculated quantity of Water Service Line needing to be lowered resulting in quantity increase. (Net Increase=$750.78)
8. Line Item 5, 16, 17,20,21,24(F&I Sod,8"Subgrade,6"Subgrade,7"Paving,6"Paving,F&I Sidewalk)-Quantity overages of items
necessary to complete project.(Net Increase=$38,296.00)
9. Line Item 18(Furnish Lime)-Due to time determination tests from Terracon,more lime was required to be placed than in theoriginal
quantity.(Net Increase=S38,692.50)
Description of Work Cost Time
1 Additional quantity overrun in the bid items. $ 173,302.18 0 Days
2 Deduction subtotal from existing bid items with under-run $ (180,524.99) 0 Days
$ 0 0 Days
Total ($7,223.38) 0 Days
Please attach back-up documentation
Cost & Time Change Summary Cost Time
Original Contract: $ 2,894,387.70 300 Days
Previous Change Order(s): $ 697,252.00 120 Days
Contract prior to this change order: $ 3,591,639.70 Days
Net increase(decrease) from this change order ($7,223.38) 0 Days
Revised Contract: $ 3,584,416.32 -420 Days
Construction 1 of 2 D16 Revised 2021
Finance Approval: Date:
RECOMMENDED: RECOMMENDED:
By: Date:
10/12/2022 By• Date: 10/13/2022
Design Engineer Director of Public Works&Engineering
ACCEPTED*: 10-12-2022 APPROVED:
rmolhy Pape. '_+•-+�------' 10-6-2022
By: """ Date: By: Date:
Contractor City Manager
"Contractor agrees to perform change(s)included in this Change Order for the price and time indicated.The prices for changes included all costs associated
with this Change Order
No work is to be done until this change order is executed.No payment to the Contractor(or Consultant)shall be made for work included in the change order
until the Contractor's pav estimate is updated.
Revise the project plans and specifications as referenced and insofar as the original project drawings and specifications are inconsistent,this Change Order
governs.Upon execution by all parties,the following changes identified for the contract value and/or contract time shown,are made part of the contract.
Bid Items with Quantity Increase
Line Unit Price
Item Description Unit Quantity Total Price($)
($)
5 Furnish and Install Sod SY 2405 $ 4.80 S 11,544.00
12 Remove and Dispose Driveways SY 600 $ 6.70 $ 4,020.00
16 8" Lime Subgrade SY 200 $ 3.00 $ 600.00
17 6"Lime Subgrade SY 230 $ 3.00 $ 690.00
18 Furnish Lime TN 201 $ 192.50 $ 38,692.50
20 F&1 7"Paving SY 200 $ 55.00 $ 11,000.00
21 F&1 6"Paving SY 230 $ 49.00 $ 11,270.00
24 F&14"Sidewalk SY 56 $ 57.00 $ 3,192.00
38 5x5 Junction Box EA 1 $6,180.90 $ 6,180.90
43 10" Wet Connect EA 8 $2,106.60 S 16,852.80
44 10" Waterline LF 260 $ 163.30 $ 42,458.00
41 10"Cut and Plug EA 4 $ 753.50 $ 3,014.00
27 Remove and Dispose Inlets EA 3 $ 412.50 $ 1,237.50
65 Furnish and Install Retaining wall LF 533 $ 40.90 $ 21,799.70
for Sidewalks.
C0001 Lower Water Service Lines EA 2 $ 375.39 $ 750.78
Total $ 173,302.18
Bid Items with Quantity Decreases/Items that will not be used
Item Description of Work Unit Quantity Unit Price Total
7 F&I Stabilized Construction EA -3 $ 2,750.00 $ (8,250.00)
Entrance
23 Furnish and Install Driveway SY -890 $ 80.00 $ (71,200.00)
25 Install Curb Ramps EA -6 $ 1,165.70 $ (6,994.20)
26 Remove and Dispose Pipe LF -979 $ 12.20 $ (11,943.80)
36 Furnish and Install 4x4'Junction EA -1 $ 3,8 W50 $ (3,816.50)
o
42 Aban&Grout 10"WL LF -195 $ 11.00 $ (2,145.00)
45 10"WL Bore LF -130 $ 203.50 $ (26,455.00)
48 Clearance Prune EA -10 $ 165.00 $ (1,650.00)
49 F&I Tree Protection Fence LF -330 S 5.50 $ (1,815.00)
50 Install Root Pruning LF -856 $ 9.40 $ (8,046.40)
51 F&1 Zero Curb Cut Back LF -49.42313 $ 17.40 $ (859.96)
52 F&I Temporary Mailboxes EA -10 $ 146.30 $ (1,463.00)
54 R&D Retaining Wall SY -100 $ 35.20 $ (3,520.00)
56 Furnish and Install Filter Fabric LF -200 $ 3.30 $ (660.00)
Fence
58 F&1 Cement Stabilized Backfill CY -38 $ 38.50 $ (1,463.00)
59 Police HR -100 $ 45.00 $ (4,500.00)
60 Furnish Extra Borrow CY -130 S 12.00 $ (1,560.00)
61 Extra Machine Excavation CY -240 $ 10.00 $ (2,400.00)
62 Extra Hand Excavtion CY -150 $ 15.00 $ (2,250.00)
63 Hand Remove Sidewalk CY -150 $ 15.00 $ (2,250.00)
64 F&1 SS Conflict Inlet EA -2 $7,544.90 $ (15,089.80)
CO 0001 Hand Dig Water Tap EA 1 $2,193.90 $ (2,193.90)
TOTAL $ (180,525.56)
This is a no cost increase Change Order correcting over run quantities and assigning under
running or unused bid item quantities.
Items 36 and 38 (F&I 4x4' Junction Box, F&I 5x5' Junction Box) Correction to bid item
quantity as the Bid Items listed in Sec 00300 listed two 4x4 Junction Boxes and one 5x5
Junction Box, however the Plans called out one 4x4 Junction Box and two 5x5Junction
Box. (Decrease quantity for Item #36 --(Furnish and Install 4x4 Junction Box by 1 EA;
Increase for Item# 38-Furnish and Install 5x5 Junction Box"by 1 EA,Net Increase=
$2364.40)
Line Items 7, 23,25, 26,48, 49, 50, 51, 52, 54, 56, 58, 59,60,61, 62, 63, 64, CO001 (F&I
Stabilized Const. Ent., F&1 Driveways., F&I Curb Ramps, R&D Pipe, Clearance Prune, F&I
Tree Prot. Fence, FM Root Prune, F&1 Zero CB Curb, F&I Temp Mailbox,R&D Ret. Wall,
Police, F&I CSS, F. extra borrow, F&I filter fab. fence, Ex. Machine Exc., Ex. Hand Exc.,
Hand Rem. Sidewalk, F&I SS Conflict Inlet, Hand Dig Water Tap)- Quantity was not
necessary to complete project and will be used to pay for additional work needing to
complete project. (Net Decrease=- $148,108.49)
Line Item 27-The plans required three inlets to be removed which were not accounted
for and not included in the bid items. (Increase Item # 27- Remove and Dispose Inlets by
3,Net Increase=$1,237.50)
Line Item 12 (Remove and Dispose of Concrete Driveways) -Driveway Removal and
Installation quantities did not match in the plaits resulting in more quantity being
necessary for Driveway Removal to properly install the driveways and sidewalks.
(Increase Item # 12-Remove and Dispose Driveways by 600SY-Net Increase=$4020)
Line Item 65 (Furnish and Install Retaining Wall)- Existing Grades between sidewalk and
residents front yard along the right of way line left various private properties with over a
foot of elevation difference requiring a short retaining wall to be placed in order to
maintain the resident's existing landscaping. (Increase Item# 65-Furnish and Install
Retaining Walls by 528LF-Net Increase=$21,595.20)
Line Items 23,26, 55, 56, 60 (Furnish Extra Burrow, Furnish and Install Filter Fabric Fence,
Furnish and Install Pointing System, Remove and Dispose of Existing Inlets, Furnish and
install 6" Driveways)-Quantity was not necessary to complete project and will be used
to pay for additional work needing to complete project. (Net Decrease =-$63,692.58)
Change Order No. 001 (Lower Water Service Lines)-Original quantity estimated based
on total number of houses at 95%needing lines to be lowered, 100%of houses needed
lines lowered resulting in a total quantity of 62EA in place of the estimated 60EA. (Net
Increase -$750.78)
Line Item 5, 16, 17,20, 21, 24 (F&I Sod, 8"Subgrade, 6"Subgrade, 7" Paving, 6" Paving,
F&I Sidewalk)- Quantity overages of items necessary to complete project. (Net
Increase =$38,296.00)
Line Item 18 (Furnish Lime)-Due to lime determination tests from Terracon, more lime
was required to be placed than in the original quantity. (Net Increase =$38,692.50)