R2007-105 2007-08-27 RESOLUTION NO. R2007-105
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS,APPROVING A CHANGE ORDER ASSOCIATED WITH THE DIXIE
FARM ROAD EXPANSION PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain Change Order associated with the Dixie Farm Road
expansion, a copy of which is attached hereto as Exhibit"A" and made a part hereof for all
purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a Change Order associated with the Dixie Farm Road
Expansion Project.
PASSED, APPROVED and ADOPTED this the 27th day of August, A.D., 2007.
TOM REID
MAYOR
ATTEST:
UNG I *7Zil
TY S RETARY
APPROVED AS TO FORM:
Q --
DARRIN M. COKER
CITY ATTORNEY
Exhibit"A"
Resolution No. R2007-5,
07-0068 T68973 i o�
TEXAS DEPARTMENT OF TRANSPORTATION
CONSTRUCTION CONTRACT CHANGE ORDER NUMBER: 12
Advance Funding Agreement(Third Party Funding)Information
The City Participates 100%of$253,790.03= $253,790.03
This form is used when the subject change order involves funding by a source other than TxDOT/U.S.DOT.
1:Outside funding provided by: CCSJ: 0912-31-158
The City of Pearland Project: STP 2001(251)MM
(Outside Entity's Legal Name)
Highway: Dixie Farm Road
Limits: 196+04
2.Type of outside funding agreement for this change: 107+88
2 Existing ❑ Amended ❑ New City CIP No: N/A
[Check one]
County: Brazoria
3. Indicate the type and amount of funding: District: Houston
❑ Fixed Price(Lump Sum) (Estimated Amount: ) Contract
Number: 05063003
El Actual Cost (Estimated Amount: $2,81,706.93 •)
•Use as needed:
(a) Contract Items(Bid Items): $253,790.03 I hereby approve the modifications covered by Form CO
for this Change Order and agree to finance the
(b) E&C*: (a)x 11 o% = $27,916.90 additional costs,if any,as reflected by this form.
enter%
Subtotal $281,706.93 Advance Funs Date (L4oher acon
�l
(c) Indirect Cost**: (a+b)x o.o%" = $0.00 By .%
enter%
TOTAL $281,706.93 U i i 1 L i S e n
Typed/Printed Name
1-Lia?CtnQ e
Typed/Printed Title
* The percentage(%)for E&C(Engineering and Contingencies)charges varies from project to project from approximately 6%
to 11%depending on the contract amount of the project.Projects with higher contract amount will have the lower rate of
E&C charge. For a specific project,E&C rate(%)can be derived from the cost of"Engineering and Contingencies"in the
"Estimated Cost"of the project.
** Use the statewide district rate as established by Finance Division each year. This line is for Service Project only,unless
otherwise specified in the Advance Funding Agreement. See Stand Alone Manual Notice 98-2 for instructions.
Advance Funding for this Change Order has been arranged:
District Engineer Date
Typed/Printed Name:Gary K.Trietsch,P.E.
TXDOT Form CO-AFA(Rev.5-2003) (Modified for Houston District use, 10/03)
a o r
•
ity "a rp CHANGE ORDER NBR. 12 REPORT DATE: 09/06/07
CONTRACT ID: 091231158 HIGHWAY: CR
PROJECT: STP 2001(251)MM DISTRICT: 12
CONTRACT: 05063003 COUNTY: BRAZORIA
CONTRACT PRICE: $21,176,952.42 AREA ENGINEER: Maureen Wakeland
CONTRACTOR: W.W.WEBBER, LLC AREA NUMBER: 054
CO AMOUNT: $253,790.03 DESCRIPTION: Water Line Relocation at FM 518
CO TYPE: STATE LETTER OF AUTH-NON-PART REASON: 4B - THIRD PARTY REQUEST FOR ADDITIONAL WORK
3RD PARTY AMOUNT: $253,790.03 SECONDARY REASON(S): 003H - COST SAVINGS OPPROTUNITY DURING CONST
APPRV LEVEL: District Engineer
TIME EXT.#: 2 and Days adjusted on the C. 0. 14
DESCRIBE THE REASON FOR THE CHANGE ORDER AND WHAT IS BEING CHANGED. WHEN NECESSARY,INCLUDE EXCEPTIONS TO THIS AGREEMENT:
As per the original contract plans, Phases 1, 2, &3 provides to remove and replace respective sections of the Intersection of Dixie Farm Rd
at FM 518. In the future,the City of Pearland is proposed to relocate an existing 16 inch waterline under the referenced intersection by
closing areas of FM 518 and boring under the intersection in order to install a new 16 Inch Waterline. Coincidentally,the contractor
currently under contract with TxDOT to improve Dixie Farm Road,is in the same location and phase of work which would facilitate the
construction of the City's proposed 16 Inch Waterline project. By utilizing TxDOTs existing Houston District items and specifications,The
City of Pearland realized a reduction of time and service impact on the traveling public by reducing lane closures to bore under Dixie Farm
Road in addition to the cost of removing and replacing proposed to be installed stabilized subgrade and surface pavement;the proposed 16
Inch Waterline could be safely installed as per the more desirable open cut method.
Therefore,the SHAO is requesting W.W.Webber to relocate the existing 16 Inch Waterline in accordance with The City of Pearland. This
change order will increase one(1)existing contract bid item, add four(4)new Houston District items, and add eight(8)new Unique Change
Order Items of which the contractor shall follow the Special Specifications as per item 5209-Water Mains. New Waterline Relocation
sheets have been submitted to supplement the existing Utility Plan and Profile sheets. The total cost required to complete this work will
increase the contract amount by$253,790.03.
Plan Sheets Added by this Change Order:Waterline Relocation-Plan&Profile Sheet 403A,403B, &403C.
Specifications Added by this Change Order: Special Specification Item 5209-Water Mains.
•
TIME ADJUSTMENTS ADJUSTED DAYS EXPLANATION
CONTRACT 14 Due to the extra work,the time to complete Phase 2 will be increased. Therefore,this
change order will require 14 additional days to be added to the contract as shown by the
submitted Time Impact Analysis Schedule.
1'6 r..
"By signing this change order,the contractor agrees to waive any and all claims for additional compensation due to any and all other expenses;additional changes for time,
overhead and profit;or loss of compensation as a result of this change and that this agreement is made in accordance Item 4 and the Contract.Exceptions should be noted in
explanation above."
THE CONTRACTOR
BY: DISTRICT ENGINEER:
DATE DATE
TYPED/PRINTED NAME: DIRECTOR,CONSTRUCTION DIVISION:
DATE DATE
TYPEDIPRINTED TITLE: AED For•Eng.Operations:
DATE DATE
AREA ENGINEER: FHWA:
DATE DATE
AREA ENGINEER'S SEAL:
d n (v
CONTRACT ID 091231158 CHANGE ORDER NBR. 12 Page 3 of 3
CONTRACT ITEMS _
PROJECT NBR 091231158
CATG LINE ITEM SP DESCRIPTION UNIT UNIT ORIG+PREV QTY NEW AMOUNT
NBR ITEM CODE NBR PRICE REV QTY THIS CO QTY THIS CO
001 0660 05082002 000 CONSTRUCTING DETOURS SY 52.00000 15,058.000 30.081 15,088.080 $1,564.21
CO DESCR Change Order No.12-Waterline Relocation at FM 518
001 1415 52092018 , GATE VALVE(12") EA 2,858.93000 0.000 1.000 1.000 $2,858.93
CO DESCR Change Order No.12-Relocate Waterline at FM 518
001 1430 52092003 WATER MAIN PIPE(12 IN C900 PVC) LF 175.98000 0.000 205.000 205.000 $36,075.90
CO DESCR Change Order No.12-Relocate Waterline at FM 518
001 1435 52092004 WATER MAIN PIPE(16 IN C905 PVC) LF 251.67000 0.000 423.000 423.000 $106,456.41
CO DESCR Change Order No.12-Relocate Waterline at FM 518
001 1440 52092007 CASING(24 IN STL) LF 166.01000 0.000 128.000 128.000 $21,249.28
CO DESCR Change Order No.12-Relocate Waterline at FM 518
001 1950 96082011 UNIQUE CHANGE ORDER ITEM 11 DOL 11.53000 0.000 628.000 628.000 $7,240.84
CO DESCR CO 12-Relocate Waterline at FM 518-LF-TRENCH SAFETY
001 1955 96082012 UNIQUE CHANGE ORDER ITEM 12 DOL 9,879.45000 0.000 4.000 4.000 $39,517.80
CO DESCR CO 12-Relocate Waterline-EA-16 IN GATE VALVE WITH BOX
001 1960 96082013 UNIQUE CHANGE ORDER ITEM 13 DOL 236.85000 0.000 1.000 1.000 $236.85
CO DESCR CO 12-Relocate Waterline at FM 518-EA-10"PLUG&CLAMP
001 1965 96082014 UNIQUE CHANGE ORDER ITEM 14 DOL 1,492.87000 0.000 1.000 1.000 $1,492.87
CO DESCR CO 12-Rel WL-EA-CUT&TIE-IN TO EXISTING 10"WATERLIN
001 1970 96082015 UNIQUE CHANGE ORDER ITEM 15 DOL 2,305.59000 0.000 3.000 3.000 $6,916.77
CO DESCR CO 12-Rel WL-EA-CUT&TIE-IN TO EXIST 16"WATERLINE
001 1975 96082016 UNIQUE CHANGE ORDER ITEM 16 DOL 610.98000 0.000 6.000 6.000 $3,665.88
CO DESCR CO 12-Relocate FM 518 Waterline-EA-16 IN PLUG&CLAMP ,
001 1980 96082017 UNIQUE CHANGE ORDER ITEM 17 DOL,; 6,340.37000 0.000 4.000 4.000 $25,361.48
CO DESCR CO 12-Rel WL-TON-IRON FITTINGS,ALL CLASSES&SIZES ,
001 1985 96082018 UNIQUE CHANGE ORDER ITEM 18 DOL 1,152.81000 0.000 1.000 1.000 $1,152.81
CO DESCR CO 12-EA-REMOVE VALVE(ALL SIZES),CLEAN&SLVG TO C
•
CHANGE ORDER AMOUNT $253,790.03
W. W. WEER, LLB
CONTRACTORS
July 26; 2007
Joseph A. Waring, RE.
Texas Department of Transportation
702 FM-1959
Houston, Texas 77034
Re: Change Order—Revised Price for the Installation of the Water Line
Project Brazoria County—Dixie Farm Rd,
Project No. STP 2001 (251) MM
Control No. 0912-31-158
Mr.Waring,
Please see the attached revised price for the installation of the proposed water line on the above
mentioned project. This price is based on a five week duration. It includes,a lump sum price from
LA Utilities to install the water line, A W.W.Webber price for a three man survey crew for one day
/ week, a price for a four man crew for two hours l day to set up and tear down traffic control
devices, and a price to haul off excess material. As discussed in our last bi-weekly meeting, a
price to restore the open cut pavement across Dixie Farm Rd.with asphalt has been.added. Also
attached with this letter is an itemized break down of the quote from LA Utilities.,
1 The price per lump sum is-'$253,790.03
Thank you in advance for your consideration of this important matter.
Sincerely,
Ryan (*Calla
Project Engineer
cc: Jobfile-26540
14333 Chrisman Road•Houston,Texas 77039-1597
(281)987-8787 •FAX: (281)449-6858
Equai Opportunity Employer
.._
TITLE: WATER LINE INSTALLATION-LA UTILITIES
91241-ISE
BRAZORIA COUNTY•DIXIE FARM RD.. CHANGE ORDER NO.:
YVMENING OF A NON-FREEWAY FACILITY
. .
I•DDITIONAL WWW LABOR ITEMS: CREW HRS UNIT COST BURDEN• ."'".LABOR MARKUP i`.' .L.ABOR:.. -1%Bond,, .Total EMS.
I TBAEE10_0.0N18.01,.
'TRAFFIC CONTROL FOREMAN i.00 50.00 5 25,00 $ 1,250.00 $ 687.50 $ - 312,30 S 2:2. '-• • ' ;-.. ' - ,227250
97 I •
'TRAFFIC CONTROL CREW 3,00 50.00 $ 17.95 $ 2,692.50 $1,480.88 $-, 673.13 $-4;846.60 $ 46.47 9. 4,694, , i .
SURVEYING
1SURVEY FOREMAN 1.00 50100 $ 25.00 $ 1.250.00 "$' 687.50 I- •312,50 $ '2,250.00, $, „pso - . ,$. 2,272.50,
I SURVEY CREW 2.00 50,00 $ 17.95 $ 1,795.00 $, 987,25 $' ' 446,75 $< 3,231.00 $, ,32,31 S. 3,263.31 '
i EXCESS MATERIAL HAUL
1EXCESS MATERIAL HAUL CREW 1.00 10.00 $ 17.95 $ 179,50 "'V sp.i.3 $ .44.8e 2-$ ..323.10 '-$ 3.23 $ 3263.
. I Sub,Totals------> $ 7,167.00 $3,9418$ $ 1791.7$ $12,e00.$0 $ 12931 $ -..,,,_.$ .1$.o??.61
..{--- -SUBTOTAL WWW CAB014: , . $ 7,167.00 . .
BURDEN 55% $ 3,941.85
LABOR MARK-UP 25% $ 1,791.75
BOND: 1% $ 129.01
TOTAL WVVW LABOR: . _ $ 13.029.61 . .
MATERIAL MATERIAL MATERIAL ,.. MATERIAL •,... . SUBTOTAL , 4 ,,
ADDITIONAL WWW MATERIAL ITEMS: •COST UNIT COST ''.'MARK-UP:". , - ,. MATERIAL . 1.91 Bond' ,_ ,„ ,Total Old
EUEVEY MATERIEL.S $ 20.00 10.00 BDLS $ .200.00 $,-1'50.00 `- , - ,.,$;,,' '250.00, $, 250 ...„,.. $"' 252.50,
STAKES
PAINT $ 35.00" 10,00 EA $ 360.00 -,.$ 9000 ,, S.,,,: 450.00,$,,< 4.50. " :. ,54,..5:,
HUBS $ 18.50 10.00 BDLS $ 185.00 $ 46,25 . S - <231,25-$' 2.31 ,...., , 4 3.35
,
EXCESS MATERIAL HAUL
TRUCKING $ 35.50 30.00 HRS $ 1,065.00',$ 266.25-. ' , S' 1,331.2o $ 13.31 : . $, „34458
8'0 00 $ 452 50 $ - $ ,2,262.50 $ 22.63 $ - $ 2265.13,
SUBTOTAL MATERIAL: $ 1,810.00 .
MATERIAL MARK-UP: 25% 5 452.50
BOND: 1% $ 22.63 .
TOTAL WVVW MATERIAL: , $ 2 285.13
EQUIPMENT EQUIPMENT EQUIPMENT -! OPERATING- ,COSTS .."• , , .,...'•.°E•frOTA1'""YPAW .i,"..atm. " ".,":.-7 -•", - To`tal aid ADDITIONAL WWW EQUIPMENT ITEMS: QUANTITY
TRAF.E.LC c_oteiRol..melviia.
ADVANCE WARNING SIGNS 3 EA/WEEK $ 17.50 5.00 $ 262.50 $' 39-36 .. ' ,$ 301"$$'$' '3',$$ '' :,ii.1Z't,34:1.
ARROW BOARDS 1 EA/VVEEK $ 195.00 5.00 $ 975.00 ,$,.. 146.25 ' ' - $. 1,121.25 $ 11.21 . 1,, .1 )
BARRELS 20 EA/WEEK $ .14,00 5.00 $ 1,400.00 ,,$',210.00- ' $ ..1,610$±3 $ .10.11$ ..$ 124.53,1
CHEVRONS 10 EA/WEEK $ 7.00 5.00 $ 350.00 -1 '52.50- '. S. -10.2.50 5$....:.. ,4,03 ,.,$,, ' i,,I
EXCESS MATERIAL HAUL
EXCAVATOR KOMATSU,PC400-LC-6 1 EA/FIR 3 121.31 10.60 $ 1.213.10 $ 181 97 ' " $ 1,395.07. $ 13,95 ,,.. ,,,40902,1
-Sub Totals--, $ 4,200.50 $ 830109 6 $ 4,630,69 $ 48.31 $,,..... - .,,
. ....
SUBTOTAL WVVW QUIPMENT: $ 4,200,60
OPERATING COSTS: 15% $ 630,09 •
•
BOND: 1% $ 48,31
TOTAL WVWV EQUIP.: . 5 4,879.00
ADDMONAL SUBCONTRACTORS ITEMS: UNIT PRICE QUANTITIES UNIT BID TOTALS I . 6%OVERHEAD and I.%BOND ON SUB ITEMS:
Unit PrIce 5%over Head, „bead ' I V?BOI .Pd aalte . • ,T Bid
LAMILLITA
WATER LINE INSTALLATION 218,795.00 1.00 LS $218,795.00 $2.111.705.06 "S 1993575 $ ,•.229,7347S.S .2,2913S $232,3210 $..,.,292,03210
SE-VA
ASPHALT
TBASE(DI 58
D-OR HMA(METH TY-D V:0°0 8.00 TON $ 455.00.::,.$ , bt.09 5,`,,,„2 , ,4.55 IT ,.95.55 S "E.EB.S'„.....SBET••S „., ,
- TOTAL SUBCONTRACTORS ITEMS'. ' --------'. $220,270.00 Total Subrantractors: S 233 596.311
TOTALS: . S253,790.03 PER LE
TOTAL W.W.WEBBER INC.ITEMS S 20,103.73
TOTAL SUBCONTRACTORS ITEMS S 233,598,30
• .
SUBTOTAL--------------------->1 . $253./90.03(
reQs 1 of I
JUL-12-200?(THU) 10:31 P. 004/005
DIXIE FARM ROAD LA:UTILITIES,INC.
WATER TRANSMISSION LINE RELOCATION
INTERSECTION OF BROADWAY(FM 518) QUOTE DATE 7-12-07
FNI01-262
BID UNIT BID �(
SECTION"A"-WATER LINE_RELOCATION UNIT DUAN PRICE AIt1;T
1.6"PVC(OR 18,C 905)WATER MAIN �.
INCL.EXCAVATION;BEDDING &BACKFILL,
IN OPEN CUT LF 295.00 166.00 48970.00
2 16"PVC(DR 18,C 905)WATER MAIN IN
24"'STEEL CASING IN OPEN CUT
INCLUDING PVM1T REPAIR L,= 128.00 310.0E 39680.00
3 12"PVC(DR 18,C903)WATER MAIN
INCL EXCAVATION,BEDDING&'SACKFILL,
IN OPEN CUT LE 205,00 140,00 28700.00
4 16"GATE VALVE WITH BO'X(MJ w/RESTRAINTS) EA 4.00 8570.00 34280,00
S -12"GATE VALVE WITH BOX(MJ w/RESTRAINTS) EA 1.00 2480.00 2480.00
5 16"x16"x16"TEEN err/RESTRAINTS) EA 2,00 1790.00 3580.00
7 1611.45 BEND(MJ w/RESTRAINTS) EA 13.00 1103.00 14365 00
8 16"224/2 BEND(M3,v/RESTRAIN I$) EA 3,00 1110.00 3330,00
9 12"-4.5 BEND(MJ w/RESTRAINIS) EA 3.0E 530.00 1590.00
10 12"-11-1/4 BEND,(MJ w/RESTRAINTS) EA 1.00 525.00 525 00
11 16"X 12' RED w/RESTRAINTS) EA 1.00 855.00 855.0G
12 12"X 10" RECUCER(MJ w/RESTRAINTS) EA 1.00 480.00 480.00
13 16" PLUG.&CLAMP EA 6.00 530.00 3180.00
14 10" PLUG&`CLAMP EA 1.00 205.00 205.00
15 CUT&TIE-IN EXISTING 16"WATER LINE EA 3.00 2000.00 6000.00
1.6 CUT&TIE-IN TO'EXISTING 10"WATER LINE EA 1.00 1295.00 1295.00
17 REMOVE VALVE(ALL SIZES),CLEAN AND
SALVAGE TO CITY(16 T.S. &V. IN NE CORNER) EA 1.00 1000.00. 1000.00
JU.L-12-2007(THU) 10:31 F, 00 /0O5
18 TRENCH SAFETY LF 828.00 10.00 6.280.00
19 TRAFFIC CONTROL BY OTHERS LS 1.00 NO 61L1
20 EXTRA DUCTILE IRON FITTINGS,ALL CLASSES •
AND SIZES IN PLACE w/RESTRAINTS TN 4,00 5500,00 22000.00
•
TOTAL BID AMT 218,795,00