Ordinance No. 15,847 ORDINANCE NO. 15,847
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS,AUTHORIZING CHANGE ORDER NO.2 TO THE NEIGHBORHOOD
STREET RECONSTRUCTION OF FAIRWAY DRIVE AND SAVELL DRIVE
WITH LUCAS CONSTRUCTION COMPANY, INC., PROVIDING LUCAS
CONSTRUCTION COMPANY, INC. WITH A TOTAL OF THIRTY-EIGHT(38)
EXTRA DAYS TO COMPLETE THE PROJECT AND APPROVING A
DECREASE IN THE CONTRACT AMOUNT FOR THE PROJECT IN THE
AMOUNT OF THREE HUNDRED THIRTY-ONE THOUSAND ONE
HUNDRED SIX AND 79 100 DOLLARS ($331,106.79); AND PROVIDING
FOR THE EFFECTIVE DATE THEREOF.
******************************************************************************
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section l: That the City Council does hereby authorize Change Order No. 2 to the
Neighborhood Street Reconstruction of Fairway Drive and Savell Drive with Lucas Construction
Company, Inc., providing Lucas Construction, Inc. with a total of thirty-eight (38) extra days to
complete the project and approving a decrease in the contract amount for the project in the amount
of THREE HUNDRED THIRTY-ONE THOUSAND ONE HUNDRED SIX AND 79 100
DOLLARS ($331,106.79). 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 June, 2024.
RANDON CA ETILLO, ayor
ATTEST:
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�:; GCh� 000er, os�
ANGEL JACKSO .r,.guy CI rk l,'
APPROVED AS TO ,ORM,`!-
SCOTT LEM D, City Attorney
R Kristin Holmes Ordinances 2024 06.13 2024 CC Agenda Change Order'_'.Garth Road Reconstruction.Sequetra Construction kit docr
EXHIBIT "All CITY OF BAYTOWN
P
- PUBLIC WORKS & ENGINEERING
2123 Market St.
-)
' Baytown, Texas 77520
BMTOWN CHANGE ORDER
Fairway Dr. and Savell Dr. Reconstruction
Date of Issuance: 6:5 2024 Change Order No.: 2
RW2003&
Contractor: Lucas Construction Co. Inc CoB Project No.: RW2004
Designer: ARKK P.O. No.: 2207479
Explanation:
This change order encompasses the following:
Change Proposal: Labor, material, supervision, layout, equipment and insurance necessary to complete:
*Delete Quantities of 9 each Traffic Signs from item#25
*Delete Quantities of 6 each Traffic Signs from item#72
*Delete Quantities of 190 Linear Feet(LF) of the well pointing from unused item#17
*Furnish and install stop sign wth 4 street name blades -Total of 9 units at Fairway Drive
*Furnish and install stop sign wth 4 street name blades -Total of 7 units at Savell Drive
* Lime for subgrade on Fairway Dr. -Additional 96 tons of lime for the subgrade on Fairway Dr.
-There were unforeseen soil conditions on Fairway Dr., and the additional lime was required to stabilize the soil
to spec.
*Checker plate estimate quantities and cost of the 3 8" checker plate.
-The checker plate was needed to provide continuation of walking path sidewalk in areas adjacent to trees
which would be substantially impaced by root pruning and there was no option for re-routing.
* Fairway Dr., Subgrade Lime determination -Additional 38 days due to delays.
Description of Work Cost Time
l. Delete Quantities of 9 each Traffic Signs from item#25 S (5,400.00) Days
2. Delete Quantities of 6 each Traffic Signs from item#72 S (3,600.00) Days
3. Delete Quantities of 190 LF of the well pointing from unused
item#17 S (3,800.00) Days
4. Furnish and install stop sign wth 4 street name blades -Total of 9
units at Fairway Drive S 7,200.00 Days
5. Furnish and install stop sign wth 4 street name blades -Total of 7
units at Savell Drive $ 5,600.00 Days
6. Reduction in Scope of Work S (362,754.79) Days
7. Furnish an additional 96 tons of lime x S220 ton
a) Lime purchased through end of December 2022 100 tons
b) Lime needed for remaining 8,847 SY of subgrade x 63 Ibs/SY
=278 tons
c) Additional 40 o lime installed in Phase 3 -- 18 tons
a+b�c total lime required for Fairway Dr. - 396 tons
Original estimated quanity on line item 16 - 300 tons
Total additional lime on Fairway Dr. 96 tons x $220 ton $ 21,120.00 0 Days
8• Furnish and install 3/8 inch checker plate (x2 8ft long x 4 ft
width- 64SF @ S70/sf, x 2 12ft long x 4 ft width - 96SF @
S63 sf) $ 10,528.00 0 Days
9• Additional days due to delays on Fairway Dr. subgrade PI and
lime lab results determination $ - 38 Days
Construction I of 2 D 16 Revised 9 2023
Please attach back-up documentation
Cost& Time Change Summary Cost Time
Original Contract: $ 5,230,523.00 450 Days
Previous Change Order(s): $ 8,650.00 Days
Contract prior to this change order: $ 5,239,173.00 Days
Net increase(decrease)from this change order (331,106.79) 38 Days
Revised Contract: $ 4,908,066.21 488 Days
Percent increase(decrease)this Change Order -6.33%
Percent increase(decrease) all Change Orders -6.16%
RECO M ND D: RECOMMEND/Ep:
By: I Js#w�, Date: [ (1 2 v 2 BY. �� /fJf�_ _Date: 06/12/2024
Design Engineer Frank Simoneaux,Jr., Director of Public Works&Engineering
ACCEPTED*: FINANCE APPROVAL:
By: Date: 6/11/2024 By: Date:
Cont ctor Teresa McKenzie,Chief Financial Officer
RECOMMENDED: APPROVED:
By: ; �dwR w Date: 6/11/2024 By: Date:
Project Manager Jason E Reynolds,City Manager
VE FED.
B ate: 6/12/24
Business Asset Team Member
*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 pay estimate is updated
Re%ise 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
Construction 2 of 2 D 16 Revised 9 2023
CONSTRUCTION CO INC.
October 611, 2023
Freese &Nichols, Inc
10497 Town and Country Way,Suite 600
Houston,TX 77024
Attn: Mr. Scott Nevotti
Re: City of Baytown 2020 Reconstruction Package 1 —Fairway and Savell RCP-004
Dear Mr. Nevotti,
In response to the direction given by City of Baytown traffic department, Lucas Construction
Company Inc. proposes to provide labor, materials,supervision, layout, equipment and insurance
necessary to complete the following additional work for the above referenced project:
C04-1 Delete 9 EA from line item 25 $600/EA ($5,400)
C04-2 Delete 6 EA from line item 72 $600/EA ($3,600)
C04-3 Furnish and install stop sign with 4 name blades—Total of 9 on Fairway $800/EA $7,200
C04-4 Furnish and install stop sign with 4 name blades—Total of 7 on Savell $800/EA $5,600
C04-5 Delete 190 LF of well pointing from line item 117 $20/LF ($3,800)
Net change to current contract amount=$0.00
These quantities are estimates. Invoicing will reflect actual quantities installed. Please call me at 832-
671-2374 or Willis Lucas at 281-316-9990 with any questions or concerns.
Additional days requested: 0
Sincerely,
PMM9 mcqif�
Jimmy McGinnis
Project Manager
Lucas Construction Company, Inc.
FREESE Change Proposal
IrmMZNKHOLS
Project NSR Fairway and Savell Project Number
Owner City of Baytown BTN22481
Builder Lucas Construction
Designer ARKK Engineers
CM Scott Nevotti
CP No. CP-004.1 Builder Submittal No.
CP Description Additional Street Name Blades
Specification
Drawing/ Detail 65 and 66
NOTIFICATION BY BUILDER
The Builder proposes to make the additions, modifications, or deletions to the Work described in the
Contract Documents, as shown in Attachment and requests that you take the following action:
Issue a Change Order for performing the described change. Change in Contract amount is indicated in the
attached detailed cost breakdown of labor, materials, equipment and all other costs associated with this change.
Impacts on Contract Time are shown in the attached revised schedule.
Cost Impact $0.00
Time Impact 0 Days
Attachment CP-004.1-Additional Street Name Blades -Jeidaris Sanchez-Nieves-Pending.pdf
Submitted By Jimmy McGinnis Date 10/25/2023
CONSTRUCTION MANAGER'S RESPONSE
We respond to your request as follows:
Additional information is required to evaluate this request. Provide information as described in the attached
comments and resubmit.
Authorization to proceed with changes must be approved by the Owner through Change Order in
accordance with the Contract Documents.
Status Recommended for Approval
Action Final Distribution
Comments Per discussions between Contractor, Freese and Nichols and City of Baytown this
change proposal will be a change order with $0 dollar amount using existing
unused bid items.
Attachments CP-004.1-Additional Street Name Blades -Jeidaris Sanchez-Nieves-Pending.pdf
Response By Jeidaris Sanchez-Nieves Date 11/01/2023
City of Baytown,Texas
2020 Street Reconstruction Project—Package I
Proposal Form "Exhibit A"
ITEM SPEC OVER 1 UNIT OVER 1
NO. NO. ITEM DESCRIPTION UNIT (UNDER) PR►CE (UNDER)
QUAN AMOUNT
(A)GENERAL ITEMS
Misc.Allowance for use by the City for General Construction Items as
2 1200 Directed by the Engineer(Underrun) LS 0.96 90000 (S86,787.00)
4 1563 Remove Tree 0 to 11.99"or palm,Complete in Place(Underrun) EA 4 600 (S2,400.00)
5 1563 Remove Tree 12 to 29.99",Complete in Place(Underrun) EA 16 1500 ($24,000.00)
6 1563 Remove Tree 30 to 45",Complete in Place(Overrun) EA 1 3000 S3,000.00
7 1563 Clearance Prune Tree,Complete in Place(Underrun) LS 0.60 8000 ($4,800.00)
8 1563 Install Tree Protection Fence,Complete in Place(Underrun) LF 585 5 (S2,925.00)
9 1563 Install Root Prune Trench,Complete in Place(Underrun) LF 3,240 6 (S19,440.00)
10 1563 Install Zero Curb Cutback,Complete in Place(Underrun) LF 1.390 12 ($16,680.00)
11 2922 Block Sodding,Complete in Place(Underrun) SY 1,650 6 (S9,900.00)
12 1561 Reinforced Filter Fabric Fence,Complete in Place(Underrun) LF 1,900 2.50 (S4,750.00)
13 1567 Inlet Protection Barrier for Erosion Control,Complete in Place(Underrun) EA 9 100 ($900.00)
(A)TOTAL GENERAL ITEMS: ($169,582.00)
(B)FAIRWAY DRIVE PAVING AND DRAINAGE ITEMS
Remove&Dispose Existing Concrete Pavement,Asphalt Pavement,and Base
14 2220 Material(All Depths),Including Curb&Gutters,Complete in Place(Overrun) SY 87 6 $522.00
15 2335 Lime Stabilized Subgrade 8",Complete in Place(O%ernm) SY 1,240.56 6 $7,443,36
Lime(Type B)for Subgrade Stabilization at 50 IbISY,Complete in Place
16 2335 (O%errun) TON 86.71 220 S19,076.20
17 2751 Reinforced Concrete Pavement 7",Complete in Place(Underrun) SY 172.45 54 (S9,312.30)
18 2751 Standard Concrete Curb,Complete in Place(Underrun) LF 568 4 ($2,270.00)
19 2770 Pavement Header,Complete in Place(Underrun) LF 14 10 (S 140,00)
2220
Remove and Replace Existing 6"Concrete Driveway,Complete in Place
20 2775 (Underrun) SY 187.28 60 ($11,236.80)
2220
Remove and Replace Existing 4"Concrete Sidewalk,Complete in Place
21 2771 (Underrun) SF 12 6.50 ($78.00)
Concrete Retaining Wall on Proposed Sidewalk per Details(18"Max Height),
24 1200 Complete in Place(Underrun) LF 165 40 ($6,600 00)
Provide and Install Traffic Signs,including pole and foundation,Complete in
26 1554 Place(Overrun) EA 1 500 5500.00
Type I Reflecti%a Pavement Markings,(Themtoplastic,per TXDOT Item 666),
27 2582 24"White,including surface prep and priming,Complete in Place(Overrun) LF 52.50 10 $525.00
29 1200 Remove and Reinstall Existing brick Mailboxes,Complete in Place(Underrun) EA 1 1000 ($1,000.00)
PVC Yard Drainpipe(24",Including Fitting and Appurtenances,Complete in
40 1200 Place(Underrun) LF 185 30 ($5,550.00)
41 1200 Cast Iron Curb Opening,per Detail,Complete in Place(Underrun) EA 7 1000 (57,000.00)
(B)TOTAL FAIRWAY DRIVE PAVING AND DRAINAGE ITEMS: ($15.122.54)
(C)FAIRWAY DRIVE WATER LINE AND SANITARY SEWER ITEMS
6"PVC C-900,(DR 18)Waterline by Open Cut or Augured Construction,All
44 2534 Depths,Complete in Place(Underrun) LF 16 100 (S 1,600 00)
10"PVC C-900,(DR 18)Waterline by Open Cut or Augured Construction,All
46 2534 Depths,Complete in Place(Underrun) LF 15 158 ($2,370 00)
Abandon Existing Valve,Includes Removal and Disposal of Box,Lid,and
51 2541 Backfill,Complete in Place(Underrun) EA 10 100 (SI,000 00)
Install Short Side Service,Includes Min. I"Poly Tubing,Complete in Place
52 2515 (Overrun) EA 1 800 5800 00
Install Long Side Service,Includes Min. I"Poly Tubing,Complete in Place
53 2515 (Underrun) EA 1 1600 (S I,600 00)
8"Wet Connection,Including Coupling and Appurtenances,Complete in Place
55 2510 (Overrun) EA 1 3600 $3,600 00
10"Wet Connection,Including Coupling and Appurtenances,Complete in
7t, 2510 Place(Underrun) EA 1 4600 (54,600 00)
(C)TOTAL FAIRWAY DRIVE WATER LINE AND SANITARY SEWER ITEMS (56,770.00}
(D)SAVELL DRIVE PAVING AND DRAINAGE ITEMS
Remove and Dispose Existing Concrete Pavement,Asphalt Pavement,and
Base Material(All Depths),including Curb&Gutters,Complete in Place
61 2220 (Underrun) SY 43 6 (5258.00)
62 2335 Lime Stabilized Subgrade(8"),Complete in Place(Underrun) SY 245.81 6 ($1,528.86)
Lime(Type B)for Subgrade Stabilization at 50 lb/SY,Complete in Place
63 2335 (Underrun) TON 152.86 220 ($33.629,20)
64 2751 Reinforced Concrete Pavement(7),Complete in Place(Overrun) SY 4,271.50 54 $230,661.00
High Early Strength Reinforced concrete pavement(7"),Complete in Place
65 2751 (Underrun) SY 4,884 65 (5317,460.00)
66 2751 Standard Concrete Curb,Complete in Place(Underrun) LF 552 4 (52,208.00)
67 2770 Pavement Header,Complete in Place(Underrun) LF 2 10 ($20.00)
2220
Remove&Replace Existing 6"Concrete Dri%eway,Complete in Place
68 2775 (Om emm) SY 117.78 60 $7,066.80
2220
Remove&Replace Existing 4"Concrete Sidewalk,Complete in Place
69 2771 (Underrun) SF 486 6.50 ($3,159.00)
Wheel Chair Ramp per ADA Requirements,Includes Removal of Existing
70 2771 Ramp,Complete in Place(Overrun) SF 418 25 $10,450.00
Prom ide and Install Traffic Sign,RI-1,"Stop Sign"and D3-1,"Street Name
Signs"per Location on the Sign and Striping Layout Sheets,Including Pole
72 1554 and Foundation,Complete in Place(Omemm) EA 1 600 $600.00
Pro%ide and Install Traffic Signs,including pole and foundation,Complete in
73 1554 Place(Underrun) EA 1 500 (5500.00)
Type 1 Reflectit a Pam ement Markings,(Thermoplastic,per TxDOT Item 666),
24"White,Including Surface Preparation and Printing,Complete in Place
74 2582 (Om emm) LF 33 10 $330.00
Remove and Reinstall Existing Brick Mailboxes,Complete in Place
76 1200 (Underrun) EA 8 1000 ($8,000.00)
77 2220 Remove and Dispose Existing Inlet or Manhole,Complete in Place(Underrun) EA 5 1000 ($5,000.00)
Remove and Dispose Existing Stort Sewers,less than or equal to 30"
78 2220 diameter,Complete in Place(Underrun) LF 40 25 ($1,000.00)
79 2630 Reinforced Concrete Pipe(15"),Complete in Place(Underrun) LF 16 100 ($1,600.00)
80 2630 Reinforced Concrete Pipe(18"),Complete in Place(Overrun) LF 10 110 51,100.00
85 2631 Remove and Replace Stage II Inlet"Type C",Complete in Place(Ot emm, EA 1 2000 $2.000.00
PVC Yard Drainpipe(2"-4"),Including Fitting and Appurtenances,Complete
87 1200 in Place(Underrun) LF 170 30 ($5,100.00)
8n 1200 Cast Iron Curb Opening,per Detail,Complete in Place(Underrun) EA 3 1000 ($3,000.00)
Adjust Existing Manhole Covers and Valve Boxes to Grade.Includes
by 2633 Replacement of Ring and Comer,Complete in Place(Overrun) EA 1 500 5500.00
(D)TOTAL SAVELL DRIVE PAVING AND DRAINAGE ITEMS: (S 129,75526)
(E)SAVELL DRIVE WATER LINE AND SANITARY SEWER ITEMS
6"PVC C-900,(DR 18)Waterline by Open Cut or Augered Construction,all
90 2534 Depths,Complete in Place(Underrun) LF 55 123 (56,765.00)
8"PVC C-900,(DR 18)Waterline by Open Cut or Augered Construction,all
91 2534 Depths,Complete in Place(Ovemm) LF 143 118 S 16,874.00
Abandon Existing Valve,Includes Removal and Dispose of Box,Lid,and
96 2541 Backfill,Complete in Place(Underrun) EA 5 100 (5500.00)
Install Short Side Service,Includes Min_ I"Polyethylene Tubing,Complete in
97 2515 Place(ONerrun) EA 1 900 $900.00
Install Long Side Service,Includes Min. I"Polyethylene Tubing,Complete in
9h 2515 Place(O%ernm) EA 6 1600 59,600.00
Relocation of Short Side Service,Includes Min, V Polyethylene Tubing,
99 2515 Complete in Place(O%ernm) EA 1 800 $800.00
Relocation of Long Side Service,Includes Min. I"Polyethylene Tubing,
100 2515 Complete in Place(Underrun) EA 1 1600 ($1,600.00)
104 2510 8"Cut,Plug and Abandon Existing Waterline,Complete in Place(Overrun) EA 1 1400 $1,400.00
Remove and Replace 8"Sanitary Sewer with 8"PVC SDR 26 Pipe(Class 150
Minimum)Sanitary Sewer by Open Cut Construction,Including Pre-and Post-
105 2530 Television Inspection,Complete in Place(Underrun) LF 300 ($2,100.00)
Remove and Replace 10"Sanitary Sewer with 10"PVC SDR 26 Pipe(Class
150 Minimum)Sanitary Sewer by Open Cut Construction,Including Pre-and
1 o6 2530 Post-Television Inspection,Complete in Place(Underrun) LF 18 272 ($4,896.00)
Remove and Replace Sanitary Sewer Manhole Ring and Cover to Grade,
107 2603 Complete in Place(O%emin) EA 2 2600 $5,200.00
108 2542 Manhole Wall Liner, I-inch Cementitious,Complete in Place(Overrun) VF 1 200 $200.00
Manhole Wall Liner, I-inch Corrosion Resistant Wall Liner,Complete in Place
109 2542 (Underrun) VF 1 600 ($600.00)
Remove and Dispose Existing Sanitary Manhole,Complete in Place
110 2542 (Underrun) EA 1 1000 ($1,000.00)
Install 4'Diameter Precast Sanitary Sewer Manhole,up to 8'Deep,Complete
I 11 2542 in Place(Underrun) EA 1 7000 ($7,000.00)
(E)TOTAL SAVELL DRIVE WATER LINE AND SANITARY SEWER ITEMS: 510,513.00
(F)SUPPLEMENTAL ITEMS
113 2252 Install Extra Cement Stabilized Sand Backfill,Complete in Place(Underrun) CY 250 45 ($11,250.00)
114 1200 Additional Water Service Line Tubing,Complete in Place(Underrun) LF 500 5 ($2,500.00)
2511
11 2520 Relocate Existing Water Meter and Meter Box,Complete in Place(Underrun) EA 10 250 (52,500 00)
Well Pointing for Stomi Sewer,all Sizes,all Depths,including all Necessary
117 1200 Appurtenances,Complete in Place(Underrun) LF 310 20 (56,200 00)
Wet Condition Bedding for 30"RCP and Smaller Stomi Sewer and Utility
Installation,all Depths,consisting of 12"Crushed Stone Foundation,Complete
118 1200 in Place(Underrun) LF 500 15 ($7,500.00)
Wet Condition Bedding for Manhole,Junction Manhole,Conflict Junction
11') 1200 Manhole Construction,all Sizes,all Depths,Complete in Place(Underrun) EA 5 500 ($2,500.00)
Solid Sheet Shoring System for Storni Sewer,all Sizes,all Depths,Complete
120 1570 in Place(Underrun) LF 100 20 ($2,000.00)
121 1200 Installation and Removal of Piezometers,Complete in Place(Underrun) EA 4 100 (S400.00)
Brace,Support and Protect Utility Structures as per Utility Company's
122 1200 Requirements,Complete in Place(Underrun) EA 4 1500 ($6,000.00)
(F)TOTAL SUPPLEMENTAL ITEMS: ($40,850.00)
(G)CHANGE ORDER ITEMS
RCP-002:Reduce line item 63-Lime(Type B)for Subgrade Stabilization at
COI-6 2335 50lb/SY,Complete in Place for 93TONS(Undenun) TON -93 220 $20,460.00
RCP-003:Furnish an additional 96 tons of lime @$220/ton;a)Lime
purchased through end of December 2022=100 tons;b)Lime needed for
remaining 8,847 SY of subgrade x 63 lbs./SY=278 tons;c)Additional 40 o
lime installed in Phase 3— 18 tons;a+b+c=total lime required for Fairway Dr.
=396 tons;Original estimated quantity on line item 16—300 tons;Total
CO2-1 2335 additional lime on Fairway Dr.=96 tons x$2201ton(Underrun) TON 96 220 ($21,120.00)
RCP-003:Furnish and install 3/8-inch checker plate:qty 2 @ 12ft long x 4ft
CO2-2 2775-SP width—96SF @$63/sf(Underrun) SF 96 63 (56,048.00)
RCP-003:Furnish and install 3/8-inch checker plate:qty 2 @ 8ft long x 4ft
CO2-3 2775-SP width=64SF @$70/sf(Undenun) SF 64 70 (54,480.00)
CO3-1 1554 RCP-004:Delete Quantities of 9 each Traffic Signs from item#25(Underrun) EA -9 600 $5,400.00
CO3-2 1554 RCP-004:Delete Quantities of 6 each Traffic Signs from item#72(Underrun) EA -6 600 $3,600.00
RCP-004:Delete Quantities of 190 LF of the well pointing from unused item
CO3-3 2751 #17(Underrun) LF -190 20 53,800.00
RCP-004:Furnish and install stop sign with 4 street name blades-Total of 9
CO34 1554 units at Fairway Drive(Underrun) EA 9 800 (57,200.00)
RCP-004:Furnish and install stop sign with 4 street name blades-Total of 7
CO3-5 1554 units at Savell Drive(Underrun) EA ? 800 (55,600.00)
(G)TOTAL CHANGE ORDER ITEMS: (SI 1,188.00)
TOTAL FAIRWAY ITEMS(B+C): ($21,892.54)
TOTAL SAVELL ITEMS(D+E): ($119,242.26)
TOTAL BASE BID ITEMS(A+B+C+D+E+F): ($351,566.80)
TOTAL CONTRACT VALUE UNDERRUN: ($362,754.79)
CONSTRUCTION CO INC.
March 23rd, 2023
Freese&Nichols, Inc
10497 Town and Country Way, Suite 600
Houston, TX 77024
Attn: Mr. Scott Nevotti
Re: City of Baytown 2020 Reconstruction Package 1 — FaI vay and Savell RCP-003
Dear Mr. Nevotti,
In response to the change in the proposed rate of lime application w,thin the project limits of
Fairway Dr, Lucas Construction Company, Inc. proposes to provide labor, materials. supervision, layout,
equipment and insurance necessary to complete the following additional work forthe above referenced
project:
Furnish an additional 96 tons of lime x$220/ton
a.) Lime purchased through end of December 2022= 100tons
b.) Lime needed for remaining 8,847 SY of subgrade x 63 Ibs/SY= 278 tons
c.) Additional 4%lime installed in Phase 3= 18 tons
a+b+c= total lime required for Fairway= 396 tons
Original estimated quantity on line item 16=300tons
Total additional lime on Fairway= 96 tons x$220/ton $21,120.00
Furnish and install the following estimated quantities of 3/8"checkerplate:
(2)8'long x 4'wide pieces=64 SF x$70/SF $4,480
(§j—i?�{er�3t�1=+tfi�f;ie�rrrr3elciEfrng-r+�rc#t�{r-;Frfri�o;t-=-2��'� -
(2) 12' long x 4'wide pieces, including middle support=96 SF x$63/SF $6,048
Regarding the Fairway subgrade and associated delays that were experienced, Lucas
Construction Company, Inc respectfully requests 38 CALENDAR DAYS be added to the current contract
duration. We had already performed the lime stabilization work in the area between STA 9+00 and
12+50 and were forced to halt operations on December 30",as we waited for additional testing results
regarding the lime treated subgrade.The final testing results were not available unt I February 3", of
which required us to apply additional lime and re-work the area. We installed this additional lime on
February4l'and re-worked the area.This was completed on February 6",and we were able to resume
operations once again on February 7-' The total delay resulting from this event was 38 calendar days.
YY"YYY'
-Revised 12'long checkerplate quantity of 2 in lieu of 5 per
discussion and agreement between Lucas Construction (Jimmy
McGinnis) and FNI (Jeidaris Sanchez-Nieves and Scott Nevotti).
total Calendar Days for this change order= 38 days.
Please call me at 832-671-2374 or Willis Lucas at 281-316-9990 with any questions or concerns.
Sincerely,
'Dmoul '&q=0
Jimmy McGinnis
Project Manager
Lucas Construction Company, Inc.
r71NICHOLS
Change Proposal
PROJECT NSR Fairway and Savell PROJECT NUMBER
OWNER City of Baytown
BUILDER Lucas Construction
DESIGNER ARKK Engineers
CM Scott Nevotti
CP No. CP-003.2
CP Description Additional Lime on Fairway,Checkerplate,and Additional Days for Fairway Subgrade Delay
Specification
Drawing/Detail
NOTIFICATION BY BUILDER
The Builder proposes to make the additions, modifications, or deletions to the Work described in the Contract
Documents, as shown in Attachment and requests that you take the following action:
Issue a Change Order for performing the described change.Change in Contract amount is indicated in the attached
detailed cost breakdown of labor,materials,equipment and all other costs associated with this change. Impacts on
Contract Time are shown in the attached revised schedule,
Cost Impact $40,720.00
Time Impact 38 days
Attachment CP-003.2-
Additional Lit-neon FairwayCheckerplateandAddit ion al Days for FaiiwaySubgrade Del ay-
Jimmy McGinnis-Pending.pdf
Submitted By Jimmy McGinnis Date 03-23-2023
CONSTRUCTION MANAGER'S RESPONSE
We respond to your request as follows:
A Change Order will be issued based on the attached proposal
Authorization to proceed with changes must be approved by the Owner through Change Order in accordance
with the Contract Documents.
Status Recommended for Approval
Action Final Distribution
Comments Per discussions with the City of Baytown and with Lucas Construction,the additional 96
tons of Lime For the subgrade on Fairway Or,the estimate quantities and cost of the 3/8'
checkerplate and the additional 38 days due to delays caused by Fairway subgrade is
accepted with the CP and will be included on the next processed Change Order.
Attachments CP-003.2-
Additional Lim eonFairwayCheckerplateandAddiIiona Mays forFairwaySubgradeDelay
Jimmy McGinnis-Pending.pdf
Response By Jeidaris Sanchez-Nieves Date 03-30-2023