Ordinance No. 15,249 ORDINANCE NO. 15,249
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS, AUTHORIZING DEDUCTIVE CHANGE ORDER NO. 7 WITH GULF
COAST, CRH, F/K/A ANGEL BROTHERS ENTERPRISES, LTD, FOR THE
RECONSTRUCTION OF ROLLINGBROOK DRIVE (DECKER DRIVE TO
GOOSE CREEK) PROJECT, DECREASING THE CONTRACT AMOUNT BY
SEVENTY-SEVEN THOUSAND FOUR HUNDRED FORTY-ONE AND 34/100
DOLLARS ($77,441.34); 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. 7
with Gulf Coast, CRH, f/k/a Angel Brothers Enterprises, LTD, for the Reconstruction of
Rollingbrook Drive (Decker Drive to Goose Creek) Project, decreasing the contract amount by
SEVENTY-SEVEN THOUSAND FOUR HUNDRED FORTY-ONE AND 34/100 DOLLARS
($77,441.34). 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 271' day of October, 2022.
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�Iy7d l NDON CAPET LO,Mayor
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ANG LA A_QK§Q Tf ity Clerk
APPROVED S T FORM:
SCOTT LEM ND, City Attorney
RAKaren Anderson�ORDINANCES1202212022.10.271ChangeOrderNo7(Deductive)ReconstructionofKolringbrookProject.docx
EXHIBIT "A"
CITY OF BAYTOWN
ri•' PUBLIC WORKS& ENGINEERING
2123 Market St.
Baytown,Texas 77520
BMTOWN CHANGE ORDER
Reconstruction of Rollingbrook Drive
Date of Issuance: 9/28/2022 Change Order No.: 7
Contractor: Angel Brothers Enterprises, Ltd. CoB Project No.: RW 1902
Designer: City of Baytown P.O.No.: 2102261
Explanation:
This change order encompasses the following:
This is the final balancing change order for the project close out all work quantities and unneeded work quantites.
Description of Work Cost Time
1 Amount to be deducted from the revised contract $ (77,441.34) 0 Days
TOTAL $ (77,441.34) 0 Days
Please see attach Bid Item
Cost&Time Chance Summary Cost Time
Original Contract: $ 2,256,677.05 427 Days
Previous Change Order(s): $ 485,393.95 105 Days
Contract prior to this change order: $ 2,742,071.00 532 Days
Net increase(decrease) from this change order $ (77,441.34) 0 Days
Revised Contract: $ 2,664,629.66 532 Days
Finance Approval: Date:
RECOMMENDED: RECOMMENDED:
By: T,r... fn,,,;t Date: 09-26-2022 By: 7, /,- _/'Date: 10/13/2022
Design Engineer Director of Public Works&Engineering
ACCEPTED*: ' 10-12-2022 APPROVED:
9/26/2022
By: Date: By: Date:
Contractor City Manager
"Contractor agrees to perform changc(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 pay 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 panics,the following changes identified for the contract value and/or contract time shown,are made part of the contract.
CHANGE ORDER COST REPORT
Change
Item Current Oty OTV Earned Order#7 Amount Earned Total Cost
No. Item Description Unit Unit Price Original OTY (CO 1-6) to Dale Amount to Date Difference
SECTION I-GENERAL ITEMS
I Mobilization LS $ 67.000.00 1 1 1 0 $ 67,000.00 S
2 Traffic Control Plan LS S 76.000.00 1 1 1 0 $ 76.000.00 S
3 Temporary Drives Installation and Restoration LS $ B5,000.00 1 1 1 0 $ 85.000.00 $
4 Stoma Water Pollution Prevention Plan(Concrete Wash LS $ 82,000.00 1 1 1 0 $ 82.000.00 $Area,Daily Street Swee in )
5 Project Signs EA $ 1,610.00 2 2 2 0 $ 3.220.00 $
6 Remove Ex.Curb Inlets EA S 700.00 9 8 8 0 1 S 5,600.00 $
7 Proposed Curb Inlets with 10-Feet was Type C EA $ 5,400.00 9 8 8 0 $ 43.200.00 $ -
CatchbasinsCastinPlace NI Depths)
8 Remove 18"Dia.RCP Storm Sewer LF S 15.00 25 0 0 0 S $
9 Proposed 18'Dia.RCP Storm Sewer LF S 120.00 25 0 0 0 $ $
10 Remove 24"Did.RCP Stomn Sewer LF $ 15.00 50 0 0 0 $ S
11 Proposed 24'Dia.RCP Stoma Sewer LF $ 130.00 50 0 0 0 $ $
12 Remove 36"Die.RCP Stoma Sewer LF $ 15.00 50 0 0 0 $ $
13 Proposed 36'Did.RCP Storm Sewer LF S 185.00 50 0 0 0 $ $
14 Proposed Junction 5'Diameter Manhole(complete and EA $ 3,700.00 1 0 0 0 S - $in lace)
15 Remove Existing Concrete Pavement SY $ 7.80 10654 10429 10654 225 $ 83,101.20 $ 1.755.00
16 Remove and Replace Existing Min.6-Inch Concrete SY $ 182.00 266 266 266 0 $ 48,412.00 $ -
Driveways(Complete in lace
17 Remove Existing TxDOT Concrete Pavement SY $ 60.00 46 0 0 0 $ $
18 Remove Curb and transitions LF $ 3.40 5806 5806 5806 0 $ 19,740.40 $
19 Remove Ex.Sidevalks LF S 2175 749 749 75 .674 $ 281.25 $ 2,527.50
20 Remove Ex.Ramps EA $ 210.00 10 10 10 0 $ 2,100.00 S
21 Force m¢inch thick Concrete Pavement,Using Slip SV $ 86.00 10764 10764 10]64 0 $ 925.704.00 $ -
22 Place 1.Asphalt Base Course SY $ 9.10 10764 10764 10764 0 $ 97,952.40 $
13430 Northwest Freeway.Suite 1100 I Houston,Texas 77040 1 713.462.3242 fax 713A62.3262 1 waw.mbbfendley wm
MPE a-ReprsM1J.m No 2741 MKS RpM/algn No Liar
CHANGE ORDER COST REPORT
Change
Item Cunenl Qy QTY Eamed Order#7 Amount Earned Total Cost
No. Item DesMplion Unit Unit Price Onginal QTY (CO 1-6) to Dale Amount to Date Difference
23 Place&inch curb and transitions LF $ 3.45 6403 6403 6403 0 $ 22,090.35 S
24 Proposed 5-feet Wide Sidewalk LF $ 45.00 3384 3384 3384 0 $ 152 280.00 $
25 Place Ramps(5-feet wde directional ramps) EA S 1,485.00 21 21 21 0 $ 31,185.00 $
26 8-inch Lt..Stabilized Subgrade Complete in Place) SY $ 6.35 12377 10652 8348 .2304 $ 53,009.80 $ (14,630.40)
27 Lime(8%) TON $ 210.00 223 223 223 0 S 46.830.00 $
28 1-Thick Asphalt Base Course SY S 0.50 107" 10764 10764 0 $ 5.382.00 $
29 lRemove and Replace Traffic Signs EA $ 350.00 1 26 26 1 26.0 0 1$ 9,100.00 $
30 Remove and Replace Pedestrian Signal EA $ 1,785.00 3 0 0 0.0 E $
31 Adjust sanitary/storm sewar manhole to pavement EA S 410.00 6 6 5 -1.0 $ 2,050.00 $ 410.00)
dle
32 Shipping.Pavement Markers.Raised Pavement LS $ 10.000.00 1 1 1 0.0 $ 10.000.00 $ -
Markers
33 Remove Existing Waterline LF $ 10.70 180 180 180 0.0 $ 1.926.00 $
34 8-inch Cut Plug and Abandon Existing Waterline LS $ 345.00 1 1 1 0.0 $ 345.00 $
35 12-inch Cut Plug and Abandon Existing Waterline LS It 420.00 1 1 1 0.0 $ 420.OU 8
36 Bore&inch Diameter PVC C-900 Waterline.All Depths LF $ 150.00 115 115 115 0.0 $ 17250.00 $ -
intluding all fillings,Com lete
37 Bore 12-inch Diameter PVC C-900 Waterline,All LF S 225.00 50 50 50 0.0 $ 11,250.00 $ -
Depths including all fittings.Complete
38 12-moh Diameter PVC C-900 Waterline.All Depths, LF $ 59.00 1148 1148 1148 0.0 $ 67,732.00 $ -
Complete in place
39 Binh Diameter PVC C-900 Waterline,All Depths, LF $ 50.00 125 125 125 0.0 $ 6.250.00 $ -
Complete in place
40 6-inch Diameter PVC C-900 Waterline.All Depths, LF $ 49.00 40 40 40 0.0 $ 1.960.00 $ -
Complete in place
41 Fire Hydrant&Assembly,includes 6-Inch diameter EA $ 4,200.00 1 1 1 0.0 $ 4,200.00 $ -
lead,&inch gate valve,Complete
42 Install Short Side Water Service,Complete in place EA $ 550.00 1 7 1 0,0 S 550.00 $ -
43 Instal Long Side Water Service,Complete in Place EA S 1,350.00 6 6 6 0.0 $ 8,100.00 $ -
44 64nch Resilient Seated Gate Valve with box,Complete EA $ I J(10.00 1 1 1 0.0 $ 1.100.00 $in Place
45 Binh Resilient Seated Gate Valve vdth box,Complete EA $ 1.500.00 1 1 1 0.0 $ 1,500.00 $in Place
46 12-inch Resilient Sealed Gate Valve vdm box, EA S 2.640.00 4 4 4 0.0 $ 10,560.00 $ -
Complete in Place
47 12-inch 45 degree Waterline Bend EA S 455.00 2 2 2 0.0 $ 910.00 $
48 8-inch 45 degree Waterline Bend EA $ 260.00 2 2 2 0.0 $ 520.00 $
49 8-inch to 6-inch Reducer EA $ 235.00 1 1 1 0.0 $ 235.00 $
13430 Nodhwesl Freeway.Suite 1100 1 Houston.Texas 77040 713.462.3242 1 lax 713A62.3262 1 www.cobMendlay.com
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CHANGE ORDER COST REPORT
Change
Current Qty QTY Earned Order#7 Amount Earned Total Cost
Item Description Unit Unit Price Original OTY (CO 1-6) to Dale Amount to Date Difference
50 124nch x 12 inchx 8"Tee EA S 575.00 2 2 2 0.0 S 1,150.00 $
51 Alternate.8 inch x 8 inch Tap Sleeve and Valve EA It 5,070.00 1 0 0 0.0 $ - $Complete in Place
52 Alternate:12 inch x 8 inch Tap Sleeve and Valve EA $ 5,500.00 1 0 0 0.0 $ - S
Complete in Place
53 Topsoil Fill for Median Extension CY $ 60.00 150 150 150 0.0 S 9,000.00 $
54 Hydromulch(With Topsoil) SY S 3.70 2600 2600 2600 0.0 S 9,620.00 $
55 Sod SY $ 3.85 4,000 4,000 1 4,000 0.0 1$ 15.400.00 $
56 ITree removal Diameter 3 to 6 inches) FA $ 390.00 3 3 3 0.0 $ 1.170.00 $
57 Tree removal(Diameter 6 to 12 inches) EA $ 535.00 6 6 6 0.0 S 3,210.00 S
58 Tree removal Diameter 12 inches and larger) EA $ 775.00 9 9 9 0.0 $ 6.975.00 $
59 Irrigation Location,Relocation,and Repair LS $ 12.000.00 1 1 1 0.0 $ 12.000.00 $
60 65 Gallon Trees EA S 780.00 5 5 4 .1.0 S 3.120.00 $ (780.00)
61 Approach Rail Removal West Side of Goose Creek LS S 1,200.00 1 1 1 0.0 $ 1,200.00 $ -
NOM side of Rollingbrook
62 Approach Rail Installation West Side of Goose Creek LS $ 7,150.00 1 1 1 0 $ 7,150.00 $ -
North side of Rollin brook
63 Approach Rail Removal West Side of Goose Creek LS $ 1.200.00 1 1 1 0 $ 1,200.00 IS -
South side of Rollin brook
64 Approach Rail Installation West Side of Goose Creek LS $ 7,150.00 1 1 1 0 $ 7,150.00 S
South side of Rollin brook
65 Conduit for Slree0ighfing LF S 18.00 1238 1238 1167 -71 $ 21,006.0o S (1,278.00)
66 Proposed Streetlight Foundation EA $ 2.400.00 7 7 7 0 $ 16.800.00 S
67 Small Pullbox EA S 500.00 3 3 0 -3 $ S (1,500.00)
68 Terminal Pole Layout EA $ 520.00 2 2 0 -2 $ S (1,040.00)
69 Skilled Labor HR S 30.00 10 10 0 -10 $ S (300.00)
70 Unskilled Labor HR $ 25.00 10 10 a -10 $ S (250.00)
71 Hand Dig HR S 50.00 20 20 0 .20 S $ (1.000.00
72 Open Cut 8-inch Diameter PVC C-900 Waterline,All LF S 200.00 115 0 0 0 $ - $ -
De pi includingall fittings,Complete
73 Ih
Open Cut 12-inch Diameter PVC C-900 Waterline,All LF $ 250.00 50 0 0 0 S - $ -
De s includingall listings.Complete
74 8'Water Line Slop EA S 6,500.00 1 1 0 0 0 $ S
75 12-Water Line Stop EA $ 8,700.001 1 1 0 0 1 0 $ $
13430 Norlhxest Freawa,Suite 11001 Houston.Texas 770401713,462.3242 fax 711462.32621 www.cubblendley.com
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CHANGE ORDER COST REPORT
Change
Item Current Dry OTY Earned Order#7 Amount Earned Total Cost
No. Item Description Unit Unit Price Original OTV (CO 1-6) to Date Amount to Date Difference
CHANGE ORDER NO.1
C01 i New Line Itop, Add 60 LF of Opne Cut 14-inch split LF $ 183.52 0 60 60 0 $ 11.011.20 $ -
cesin .
CO1.2 Line Item 38:Add 100 LF of 12 disinter PVC C-900 WL LF $ 59.00 0 100 100 0 $ 5,900.00 S -
CO1.3 It..46:Add one more 12-inch Gate Valve with EA $ 2.640.00 0 1 1 0 $ 2,640.00 $
Box -
COI 4 Tee item 50:Atltl one mare 12-inch x 12-inch x&inch EA $ 575.00 0 1 1 0 $ 575.00 $ -
CO1.5 Line Item 58:Add three more Tree Removal(Diameter EA $ 775.00 0 3 3 0 $ 2,325.00 $ -
12 inches and larger)
CHANGE ORDER NO.2
CO2.1 New Line Item;Atltl 150 Tons of Cement Stabilized TON $ 96.27 0 225 100 .125 $ 9,827.00 $ (12283.75)
Sand.Complete in place
CO2.2 New Line Item;Add 150 Square Yards of TxDOT High SY $ 111.80 0 225 200 .25 $ 22,360.00 $
Ea Pavement (2,795.00)
CO2.3 New Line Item;Atltl 50 Cubic Yards of TxDOT Cement CY $ 106.19 0 75 50 -25 $ 5.309.50 S (2.654.75)
Stabilize Subgrade Removal
CO2.4 Line Item 17;Add 150 Square Yards of Remove SY $ 60.00 0 225 200 -25 $ 12,000.00 $ (1,500.00)
Exlsfing TxDOT Concrete Pavement
CO2.5 Line Item 3;Add temporary asphalt median cat for LS S 9,900.00 0 1 1 0 $ 9,900.00 $ -
access to Raintree Apartmants.
CO2.6 Line Item 15;Reduce by 150 Square Yards Remove SY $ 7.80 0 .225 -225 0 $ -
[Existing Concrete Pavement
CO2.7 Line Item 26;Reduce by 150 Square Yards 8-inch Lime SY $ 6.35 0 -225 -225 0 $ -
Stabilized Subgrade(Complete in Place)
CO2.8 Line Item 75;Reduce by 1 for Me 12"Water Line Slop EA $ 8.700.00 0 -1 A 0 $ -
CO2.9 Line Item 74:Reduce by 1 for the 8"Water Line Slop EA $ 6.500.00 0 -1 -1 0 $ -
Line Item 73:Reduce by 50 Linear Feet Open Cut&
CO2.10 'rich Diameter PVC C-900 Waterline.All Depths LF $ 250.00 0 1 -50 -50 0 $ -
including all fittings,Complete in place,in When split
steel casing
13430 Norlhwest Freeway.Suite 11001 Houston.Texas 77NO 713.452.3242 fax 713.452.32621 wmv.cabbferiley.cem
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CHANGE ORDER COST REPORT
Change
Item Current Cry OTY Earned Order#7 Amount Earned Total Cost
No. Item Description Unit Unit Price Original CITY (CO 1-6) to Date Amount to Date Difference
Line Item 72,Reduce by 115 Linear Feet Open Cut 12-
0O2.11 inch Diameter PVC C-900 Waterline.At Depths LF $ 200.00 0 -115 -115 0 S
including all fittings,Complete in place,in 20-inch split
steel casing
CO2.12 Line Item 51:Reduce by 1 for the 8 inch x 8 inch Tap EA $ 5,070.00 0 -1 -1 0 $ -
Sleeve and Valve
CO2.13 Line Item 52;Reduce by 1 for the 12 inch x 8 inch Tap EA $ 5,500.00 0 -1 .1 0 $
Sleeve and Valve.
CHANGE ORDER NO.3
CO3.1 Ulem Item 39:Add 120 Lf of 8"Diameter PVC C-900 LF $ 60.00 0 120 120 0 $ 7,200.00 $ -
Waterline
CO3.2 brand item 38:Add 47 Lt of 12"Dian-der PVC C-900 LF $ 59.00 0 47 47 0 $ 2,773.00 $ -
Waterline
CHANGE ORDER NO.4
C04.1 Lime Item 27 Add 145 Tons of Lime TON $ 210.00 0 145 38.65 -106 $ 8,116.50 $ (22.333.50)
C04.2 Add 4400 SY of 12"Thick Lime stabilized SY $ 9.53 0 4400 3983.06 -417 $ 37.958.56 $ (3.973.44)
C04.3 Line Item 26 Reduce by 1500 SY for the 8"Thick Lime SY $ 6.35 0 -1500 -1500 0 $ - $ -
C04.4 Add 5 Remove ExisBng Brick Storm Sewer MH and EA $ 3.700.00 0 5 5 0 S 18,500.00 $ -
Replaced with Cast-in-Plaoe Concrete Type C MH
CHANGE ORDER NO.5
C0SA Rimuctuizatumi LS $ 24,000.00 0 1 0.9 -0.1 S 21,600A0 $ (2.400.00)
C05.2 Rem.and Replace Western Bridge Approach SY $ 483.00 0 123 123 0 $ 59,409.00 $
C05.3 Rem.Exist 12"Subgrade 8 install 12"CSS TON S 323.00 0 82 82 0 $ 26,486.00 $
C05.4 Remove EAsiting Tree EA $ 1.500.00 0 1 1 0 $ 1,500.00 $
C05.5 Repair Existing Deck SF $ 212.00 0 380 380 0 $ 80,560.00 $
C05.6 Install Plates Over Open Sidewalk Joints EA $ 2.900.00 0 6 6 0 $ 17.400.00 $
CO5.7 Clean Out and Reseal Deck Joint LF $ 27.50 0 330 330 0 $ 9,075.00 $
C05.8 Fill Void Under Abutment Aingwall CY $ 3.525.00 0 0.5 0.5 0 $ 1.762.50 $
CO$,9 Rem.And Replace Setteled Sidewalk SF $ 96.50 0 100 100 0 $ 9,650.00 $
C05.10 Flouvable Fill to Replace Unsuitable Material CY $ 377.001 0 1 20 1 0 1 .20 1$ $ (7,540.00)
13430 Natlhwesl Freeway,Suite 1100 1 Houston.Texas 77W0 1713,462,3242 1.713.462.3262 1 w..w.wbbtandleii
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CHANGE ORDER COST REPORT
Change
Item Current Oly OTY Earned Order 07 Amount Earned Total Cost
No. Item Description Unit Unit Price Original OTY (CO 1-6) to Date Amount to Dale Difference
CHANGE ORDER NO.6
C06,1 Mobilization LS S 32,500.00 0 1 1 0 $ 32,500.00 $
C06.2 Remove Existing TxDOT Concrete SY $ 142.00 0 142 142 0 $ 20,164.00 $
C06.3 Remove Exisitng ADA Ramp EA $ 1.500.00 0 1 1 0 $ 1.500.00 $
C06A Remove 6"Curb&Gutter LF $ 10.00 0 147 147 0 $ 1,470.00 $
CO6.5 Remove Exisitng Type C Inlet EA $ 2.800.00 0 1 1 0 $ 2,800.00 $
C06.6 Relocate Existing PED Pale EA $ 5.200.00 0 1 1 0 $ 5,200.00 $
C06.7 Replace Exsiing Signs EA 1 $ 1,550.00 0 3 3 0 S 4,650.00 $
C06A Replace TxDOT Concrete Pavement SY $ 405.00 0 86 86 1 0 $ 34.830.00 It
C06.9 Replace ADA Rams EA $ 5.700.00 0 1 1 0 $ 5.700.00 S
C06.10 6"Curb LF $ 13.00 0 185 185 0 $ 2,405.00 $
C06.11 jPnoposed Type C Inlet EA S 16.175.00 0 1 1 0 $ 16,175.00 $
C06.12 Proposed Junction 5'Dia.Manhole EA $ 12.700.00 0 1 1 0 $ 12.700.00 $
C06.13 Resiripe Pavement LS $ 6,000.00 0 1 1 0 $ 6.000.00 $
C06.14 Traffic Control LS $ 12,500.00 0 1 1 0 It 12,500.00 $
C06.15 Remove Ex.Curb Inlets EA $ 700.00 0 -1 -1 0 $ $
C06.16 Proposed Curb Inlets with 10' EA $ 5,400.00 0 -1 -1 0 $ $
CO6.17 Remove 18"Dia.RCP Storm Stever LF $ 15.00 0 -25 -25 0 g $
C06.18 Proposed 18"Dia.RCP Storm Sevier LF $ 120.00 0 -25 -25 0 $ $
C06.19 Remove 24"Dia.RCP Storm Seever LF S 15.00 0 -50 -50 0 $ $
C06.20 Proposed 24"Dia.RCP Storm Sewer LF $ 130.00 0 -50 .50 0 $ $
C06.21 Remove 36"Dia.RCP Storm Sevier LF It 15.00 0 -50 -50 0 $ $
C06.22 Proposed 36"Dia.RCP Storm Sewer LF It 185.00 0 -50 -50 0 S S
C06.23 Proposed Junction 6'Diameter Manhole(complete and EA $ 3,700.00 0 -1 -1 0 $ - S in place)
CO6.24 lRemove Existing TxDOT Concrete Pavement SY It 60.00 0 46 46 0 $ $
C06.25 Remove and Replace Pedestrian Signal EA $ 1,785.00 0 -3 -3 0 $ - $ -
$ 2,664,629.66 $ (77,441.34)
TOTAL ORIGINAL CONTRACT= It 2,256,677.05
TOTAL CHANGE ORDER 1= It 22,451.20
TOTAL CHANGE ORDER 2= It 14,176.25
TOTAL CHANGE ORDER 3= $ 9.973.00
TOTAL CHANGE ORDER 4= S 81,357.00
TOTAL CHANGE ORDER 5= 5 237,382.50
TOTAL CHANGE ORDER 6= 5 120,054.00
TOTAL CHANGE ORDER 7= $ (77,441.34)
REVISED CONTRACT AMOUNT= $ 2,664,629.66
13430 Norhweel Freeway.Suite 1100 1 Houston.Texas 77040 1 713A62.3242 I tax 713.4623262 I wv+w.00bbfendley.mru
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