GM-11-06-18-014 Page 1 of 1
BRUSHYCREEK Contract Quantity Adjustment/Change Order
rev.212011
Department:
Project
Name: BCRUA Interim Floating Intake Facilities Date: 6/2/2011
Project Change Order/Quantity Adjustment
ID Number No. 1
Justification
SUMMARY Amount % Change
Original Contract Price: $3,807,500.00
Previous Quantity Adjustment(s):
This Quantity Adjustment: $0.00
Total Quantity Adjustment(s): $0.00
Total Contract Price with Quantity Adjustment(s): $3,807,500.00
Previous Change Order(s): $0.00 0.000/0
This Change Order: $36,697.00 0.96%
Total Change Order(s)To Date: $36,697.00 0.96%
Original Contract Price Plus Change Order(s) Plus
Quantity Adjustment(s): $3,844,197.00
Original Contract Time: 365 calendar days
Contract Time Prior to this Change Order: 365 calendar days
Contract Time with All Approved Change Orders: 377 calendar days
I,o^ Glenn A. Bridges, P.E., Project Engineer
Prepared By: C��.!'^ , Jacobs Engineering Group, Inc. 3 � '
Signature Printed Name,Title and Company Date
Contractor
Approval: _ Mti�t �•.....-� , P�"� F cti( C-^I�+'„s'F�..,
Signature Printed Name,Title and Company Date
BCRUA i
Approval: 1-7f S _,!g -
Signature Printed Name,Title Date
BCRUA /
Approval: - C L,�r l___ , (r./►n - d ) r'
SignaturePrinted Name,Title Date
� �, � Lt
:e7M BRUSHY CREEK
REGIONAL UTILITY AUTHORITY
A P a r t n e r s h i p of Cc d a, P a r k, L e a n der, a n d R o u n d R o c k
CHANGE ORDER No. l
DATE OF ISSUANCE: 06-03-11 EFFECTIVE DATE:
OWNER: BCRUA
CONTRACTOR: Excel Construction Services,LLC
PROJECT: BCRUA Interim Floating Intake Facilities
ENGINEER: Jacobs Engineering Group,Inc.
The Contractor is hereby directed to make the following changes in the Contract Documents:
Change Proposal Requests
1. Revise the scope of work related to the Twin Creeks Pump relocation, per CPR #1 and the response to
CPR#1 from Excel, dated 03/10/11.
DEDUCT$7,041.00
2. Add the scope of work required for foundation revisions for the electrical building and retaining wall,per
CPR#3 and the response to CPR#3 from Excel, dated 05/11/11.
ADD$14,914.00
3. Add the scope of work required for addition of walkway platform, etc. at electrical building, per CPR#5
and the response to CPR#5 from Excel, dated 05/09/11.
ADD $28.824.00
TOTAL ADD$36,697.00
Page 1
Project:BCRUA Interim Floating Intake Facilities
Change Order No. 1
CHANGE IN CONTRACT PRICE: I F CHANGE IN CONTRACT TIME:
Original Contract Price: Original Contract Times:
Substantial Completion(Days): 334 calendar days
$ 3,807,500.00 Final Completion(Days): 365 calendar days
Substantial Completion(Date): November 5,2011
Final Completion(Date): December 6,2011
Net increase from previous Change Orders Net change from previous Change Orders:
Substantial Completion(Days):
Final Completion(Days):
0.00 Substantial Completion(Date):
Final Completion(Date):
Contract Price prior to this Change Order: Contract Times prior to this Change Order:
Substantial Completion(Days): 334 calendar days
$ 3,807,500.00 Final Completion(Days): 365 calendar days
Substantial Completion(Date): _November 5,2011
Final Completion(Date): December 6,2011
Net increase from this Change Order: Net increase this Change Order: 12 days
Substantial Completion(Days): November 17,2011
$36,697.00 Final Completion(Days): December 18,2011
Contract Price with all approved Change Orders: Contract Times with all approved Change Orders:
Substantial Completion(Days): 346 calendar days
$3,844,197.00 Final Completion(Days): 377 calendar days
Substantial Completion(Date): November 17.2011
Final Completion(Date): December 18,2011
Page 2
CHANGE ORDER NO. 1
ITEM 1
JACOBS 2M5 8"Cave RoacL Suits 300
Austin,Texas 78748 U.S.A.
1.512.314.3100 Fax 1.512 314.3135
April 13,2011
RC'VD MFT 110414 Delay in processing
Construction Manager due to check on numbers.
Brushy Creek Regional Utility Authority(BCRUA)
1906 Hur Industrial Boulevard APPROVED
Cedar Park,Texas 78613 By Michael F. Thuss, P.E.at 4:39 pm,May 24,2011
Re: BCRUA Interim Floating Intake Facilities-RW-C3 Michael F.Thuss,
Chaage Pmpesal Request#1 � P.E.
""' 2011.05.2416:40:16
Dear Mr.Thuss: -05,00'
The cost deductions and additions submitted by Excel Construction Services,LLC(Excel)in
response to CPR#1 are summarized below.
The revised scope of work associated with CPR#1 includes the following deductions:
1. Materials-Pipe&fittings(net deduction of$8,890.00)
2. Materials-Saw cutting and repairing pavement(deduction of$2,800.00 due to
reduced scope of work)
3. LabodEquipment --Saw cutting and repairing pavement(deduction of$936.00)
4. Labor/Equipment-Installation of pipe&fittings(deduction of$3,188.00)
5. Labor/Equipment-Drilling of pump barrel(deduction of$1,800.00 due to reduction
in scope of work)
6. Subcontracts-Reduction in scope of electrical work(deduction of S 1,404.00)
The total amount deducted due to the reduced scope of work is$19,018.00.
The revised scope of work associated with CPR#1 also includes the following additions:
1. Materials-Forms,concrete and rebar for the retaining wall,pump slab,stairs and
sidewalk that were added to accommodate the new pump location. New handrail and
prefabricated stair for access to the new pump location. Additional 2"force main
piping required due to the new pump location.(Addition of$6,430.00 for the total
added scope of work described above.)
2. Labor/Equipment-Install pipe&fittings,install formwork,tie rebar,place concrete,
install handrail. (Addition of 54,312.00 for the total added scope of work described
above.)
3. Subcontracts-Added scope of fence work(addition of$185.00)
4. Administration of added scope of work-(addition of$1,050.00)
The total amount added due to the additional scope of work is$11,977.00.
Jacobs Engineering Group Inc.
The total net deduction associated with CPR#1 is$7,041.00(see enclosed work proposal
cost itemization submitted by Excel). Please note that Jacobs Engineering Group,Inc.was
previously authorized to perform additional re-design efforts associated with CPR#1. The
additional design fee of 517,000 was paid out of the construction phase services amount
budgeted for Jacobs. Consequently,CPR#1 will result in a net cost increase of 59,959.00
($17,000-$7,041). However,it is our opinion that the revisions associated with CPR#1 will
add value to the project during construction,by reducing the potential for disruption to
operation of the existing City of Cedar Park WTP,as well as during future operation of the
Twin Creeks pumps by the City of Cedar Park.
Jacobs has reviewed the infon nation that was submitted by Excel,and discussed the scope of
work additions and reductions with Excel. Consequently,we hereby reconunend acceptance
of the proposal from Excel for a deduction in the amount of$7,041.00.
If you have any questions or need additional information,please call.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
Glenn A.Bridges,
Senior Project Eaginew
XC: Jenn Higby,BCRUA
Natalie Williams,BCRUA
w/enclosures
1C lcmt eta CM's%aRAIKIRAl filter041311 dw
Jacobs Engineering Group Inc.
BS 2705 Bee Cave Road,Suite 300
Austin,Texas 78746 U.S A.
1.512.314.3100 Fax 1.512.314.3135
January 17, 2011
Matt Cannon
Excel Construction Services, LLC
1201 Leander Drive
Leander,TX 78641
Re: Brushy Creek Regional Utility Authority(BCRUA)
Construction of Interim Floating Intake Facilities
Dear Mr. Cannon:
Please provide a cost proposal for the following proposed revisions to the subject project:
1. Add details 7 and 8 to Sheet 1C08(see enclosed revised Sheet 1C08).
2. Replace sheets 2M 10 and 2M 11 with the enclosed revised Sheets 2M 10 and 2M 11,
which are re-issued per this CPR#1.
3. Delete site demolition and improvement plans shown on Sheet 2M08, as related to the
original location of RWP-201,which is being relocated per re-issued Sheet 2MI0.
4. Replace sheet 6E10 with the enclosed revised Sheet 6EI0,which is re-issued per this
CPR#l.
5. Revise the electrical construction phases shown on Sheet 61202 as follows:
a. Phase 1 shall remain the same (i.e., new 480V switchrack shall provide
temporary power to existing RWP-201, located on the existing barge).
b. In Phase 2, the new 480V switchrack shall provide temporary power to new
RWP-201, which will be relocated as shown on re-issued Sheet 2M10.
c. In Phase 3, the new MCC located in the new electrical building shall provide
permanent power to new RWP-201.
d. Furnish and install all temporary and permanent conduit, conductors, etc.
required for the phases summarized above.
e. Coordinate with BCRUA and City of Cedar Park WTP Operations staff
regarding temporary outages required for the phases summarized above.
Obtain approval prior to all required outages.
Jacobs Engineering Group Jnr_,
If the cost proposal is accepted,a change order will be prepared for the work. If you have
any questions, please do not hesitate to contact me at 512-314-3182.
Sincerely,
JACOBS ENGINEERING GROUP, INC.
Glenn A. Bridge P.E.
Senior Project Engineer
XC: Mike Thuss, P.E., BCRUA
Natalie Williams, BCRUA
Mike Lewis,P.E.,Jacobs
Aaron Archer, P.E.,HDR
w"enclosures
K:u1508441cunstruclion contract Nhange proposal requesiskhange proposal requcst q I.doc
Jacobs Engineering Group Inc
J/�C4BS 2705 Bee Cave Road,Suite 300
Austin,Texas 78746 U.S.A.
1.512.314.3100 Fax 1.512.314,3135
April 13,2011
Michael F. Thuss,P.E.
Construction Manager
Brushy Creek Regional Utility Authority(BCRUA)
1906 Hur Industrial Boulevard
Cedar Park,Texas 78613
Re: BCRUA Interim Floating Intake Facilities-RW-C3
Change Proposal Request 41
Dear Mr. Thuss:
The cost deductions and additions submitted by Excel Construction Services, LLC(Excel) in
response to CPR#1 are summarized below.
The revised scope of work associated with CPR#1 includes the following deductions:
I. Materials-Pipe&fittings(net deduction of$8,890.00)
2. Materials - Saw cutting and repairing pavement(deduction of$2,800.00 due to
reduced scope of work)
3. Labor/Equipment _,Saw cutting and repairing pavement(deduction of$936.00)
4. Labor/Equipment-Installation of pipe&fittings(deduction of$3,188.00)
5. Labor/Equipment-Drilling of pump barrel(deduction of$1,800.00 due to reduction
in scope of work)
6. Subcontracts-Reduction in scope of electrical work(deduction of$1,404.00)
The total amount deducted due to the reduced scope of work is$19,018.00.
The revised scope of work associated with CPR#1 also includes the following additions:
1. Materials-Forms, concrete and rebar for the retaining wall,pump slab, stairs and
sidewalk that were added to accommodate the new pump location. New handrail and
prefabricated stair for access to the new pump location. Additional 2" force main
piping required due to the new pump location. (Addition of$6,430.00 for the total
added scope of work described above.)
2. Labor/Equipment-Install pipe&fittings,install formwork,tie rebar,place concrete,
install handrail. (Addition of$4,312.00 for the total added scope of work described
above.)
3. Subcontracts-Added scope of fence work(addition of$185.00)
4. Administration of added scope of work-(addition of$1,050.00)
The total amount added due to the additional scope of work is $11,977.00.
Jacobs Engrneer;ng Group Inc
The total net deduction associated with CPR#1 is$7,041.00(see enclosed work proposal
cost itemization submitted by Excel). Please note that Jacobs Engineering Group, Inc. was
previously authorized to perform additional re-design efforts associated with CPR#1. The
additional design fee of$17,000 was paid out of the construction phase services amount
budgeted for Jacobs. Consequently,CPR#1 will result in a net cost increase of$9,959.00
($17,000-$7,041). However,it is our opinion that the revisions associated with CPR#1 will
add value to the project during construction,by reducing the potential for disruption to
operation of the existing City of Cedar Park WTP, as well as during future operation of the
Twin Creeks pumps by the City of Cedar Park.
Jacobs has reviewed the information that was submitted by Excel, and discussed the scope of
work additions and reductions with Excel. Consequently,we hereby recommend acceptance
of the proposal from Excel for a deduction in the amount of$7,041.00.
If you have any questions or need additional information,please call.
Sincerely,
JACOBS ENGINEERING GROUP, INC.
Glenn A. Bridges,
Senior Project Engineer
XC: Jenn Higby, BCRUA
Natalie Williams, BCRUA
w/enclosures
M050844konstructionlcontract 31CPR's\CPR#11CPR#1 letter 041311 doe
Jacobs E,igweenny Group h7c
WORK PROPOSAL COST ITEMIZATION: CPR No. 1
BCRUA Interim Floating Intake Facilities
Relocate Twin Creeks Pump
March 10,2011
units quantity unit cost total
A Materials
1 I Pipe&Fittings credit LS 1 $33,785.00 $ 33 785.00
2 1131pe&Fittings LS 1 $ 24,895.00 $ 24,895.00
3 Forms LS 1 $ 830.00 $ 830.00
4 Repair Sawcut Pavement credit LS 1 $ 2,800.00 $ 2,800.00
5 Conrete for pump slab CY 8.5 $ 72.00 $ 612.00
6 Concrete for additional retaining wall CY 3 $ 72.00 $ 216.00
7 Concrete stairs CY 1.3 $ 72.00 $ 93.60
8 Concrete sidewalk leadkV to pump CY 0.4 $ 72.00 $ 28.80
9 IStair Nosings EA 6 $ 36.00 $ 216.00
10 Handrail LF 28 $ 52.55 $ 1471.40
11 Rebar 7N 1.5 $ 875.00 $ 1,312.50
12 La ere Stair EA 1 $ 1,400.00 $ 1,400.00
13 Additional 2'FM Piping LS 1 $ 250.00 $ 250.00
B Labor uIpment
1 Sawcut Road credit HR 36 $ 26.00 $ 936.00
2 Pipe&Fittings credit HR 88 $ 26.00 $ 2,288.00
3 Backhoellnstallation of Pipe HR 12 $ 75.00 $ 900.00
4 Pi &Fittings HR 44 $ 26.00 $ 1,144.00
5 Formwork HR 34 $ 26.00 $ 884.00
6 Cast-in Place Concrete HR 32 $ 26.00 $ 832.00
7 Backhoe to plaoe concrete HR 12 $ 45.00 $ 540.00
8 Install Handrail HR 12 $ 26.00 $ 312.00
9 Tie Rebar TN 1.5 $ 400.00 $ 600.00
10 grill Pump Barrell EA 1 $ 1,800.00 $ 1,800.00
C Subcontracts
1. T.Morales LS 1 $ 1,404.00 $ 1,404.00
2. MkIng Fence LS 1 $ 185.00 185.00
3. $ -
4. $
C Administration
1. M.Cannon HR 6 $ 75.00 $ 450.00
2. Don Henderson HR 8 $ 75.00 $ 600.00
3. $ -
4. $
Sub Total $ (7,040.70)
TOTAL $ (7,041)
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks CIO Fax: (210)657-2321
Line Qty Description UOM Net Price Extended Price
HD SUPPLY WATERWORKS
1800 ROYSTON
AUSTIN TEXAS 78664
PHONE:512-990-8470
FAX: 512-990-0069
*AND*
13790 JUDSON ROAD
SAN ANTONIO TEXAS 78233
PHONE:210-657-1632
FAX: 210-657-2321
CONTACTS:CJ WELLER OR
GREG ARENTZ
PROJECT:BRUSHY CREEK REGIONAL
UTILITY AUTHORITY-INTERIM
FLOATING INTAK FACILITIES
LOCATION: LAKE TRAVIS TX
BID DATE:08-26-10 @ 21PM
ENGINEER:JACOBS
BID PER JOB SPECIFICATION
COATINGS BEYOND PRIME-BY OTHER
1
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks CIO Fax: (210)657-2321
Line Oty Description UOM Net Price Extended Price
PACKAGE 0Irh
BID ITEM N I CNTD""
TWIN CREEKS RW PUMPS STATION
SUCTION PIPING
(SHTS A#1 20 22 23)
470 1 24 MEGAFLANGE 2124 EA
480 1 24X12 FLG TEE PRIMED DI C110 EA
(12 BRANCH CNTD BELOW)
500 1 24 X4'00 FLXFL DIP PCL EA
(CONNECT TO EX.24 FLG 90 BEND)
(12 BRANCH CONTINUED)
530 1 12 FLG BASE TEE C/L DI C110 EA
550 1 12 BLIND FLANGE DI C110 EA
570 1 12 25OB/I25#FL BFV W/HW EA
TAG: 12-BFV-201
590 1 12 MEGAFLANGE 2112 EA
600 1 12 X3'00 PEXFL DIP PCL EA
(CONNECT TO SUCTION FLANGE)
(BOLTINUT/ACCESSORII)
630 2 24 HOT DIP GALV BOLT&NUT KIT EA
640 2 24X1/6 FF CLOTH INS RUB GSKT EA
650 3 12 HOT DIP GALV BOLT&NUT KIT EA
660 3 12X1/8 FF CLOTH RUBBER GASKET EA
(4-RESTRAINT OVER 16 BFV)
680 16 16 GALV GUSSET PLATE EA
690 8 1-1/8X4'GALV ALL THREAD ROD EA
700 32 1-1/8 GALV HEX NUT EA
(1-PIPE SUPPORT)
720 1 24 HDG 270DEG STRAP F/CONCRETE EA
(SHTS 23 25 DETAIL 3)
"'•BID ITEM NOAA CNTD"'•
TWIN CREEKS RW PS DISCHARGE
(SHTS A#1 20 22 23)
2
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks C/O Fax: (210)657-2321
Line Qty Description UOM Net Price Extended Price
780 1 12 STL FCA W/F FLG F/250PSI EA
790 1 12 X2'00 PEXFL DIP PCL W/NPT EA
W/250#BOLT PATTERN FLANGE
W/(1)1 NPT F/GAUGE ASSEMBLY
W/(1)1 NPT F/TRANSMITTER ASSMB
W/(1)2 NPT F/ARV ASSEMBLY
W/(1)2 NPT F/DRAIN LINE
850 1 12 FL CHECK VALVE F/250PS1 EA
TAG: 12-RFCV-201
870 1 12 X2'00 FLXFL DIP PCL EA
W/250#BOLT PATTERN FLANGES
890 1 12 250 BFV VALVE W/HW EA
TAG: 12-BFV-202
910 1 12 250#FLG 90 BEND PCL DI C110 EA
920 1 12 X6'00 250#FLXPE DIP PCL EA
930 1 12 MJ 90 BEND C/L CP DI C153 EA
950 2 12 MJ 45 BEND C/L CP DI C153 EA
(VERTICAL ADJ.BENDS PER A#3)
980 67 12 TR FLEX PR350 DI PIPE FT
CIL
990 1 12 MJ 45 BEND C/L CP DI C153 EA
1000 59 12 TR FLEX PR350 DI PIPE FT
C/L
1010 1 12 MJ 45 BEND C/L CP DI C153 EA
1020 1 16X12 MJ REDUCER CP DI C153 EA
1030 1 16 FOSTER ADPT 16FABC W/MJ AC EA
1040 1 36X16 MJ REDUCER FB DI C110 EA
(CONNECT TO EX.36 PIPE)
(BOLTIN UT/ACCESSORY)
1070 5 12 250#HDG BOLT&NUT KIT EA
1080 5 12X1/8 FF Cl GASKET F/250#FLG EA
1090 1 36 MEGALUG W/ACC SET 1136DEC EA
EBAA SEAL GSKT&24 BOLTS/NUTS
(1 )INCLUDED
1100 9 12 MEGALUG W/ACC F/DI 1112DEC EA
EBAA SEAL GSKT&8 BOLTS/NUTS
(3/4)INCLUDED
(1-RESTRAINT OVER 12 FCA)
3
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks C/O Fax: (210)657-2321
Line Qty Description UOM Net Price Extended Price
1130 2 7/8 X2'00 HDG ALL THREAD ROD EA
1140 4 12 GUSSET PLATE EA
1150 8 7/8 GALV HEX NUT EA
(1-RESTRAINT ON AGIBG TRANS.)
1170 4 3/4 X6'00 HDG ALL THREAD ROD EA
1180 4 12 GUSSET PLATE EA
1190 16 3/4 HOT DIPPED GALV HEX NUT EA
1200 4 3/04 TIE BOLT EA
(1-2 ARV ASSEMBLY)
1220 2 2X3 STD GALV NIPPLE EA
1230 1 2 THD SS BALL F/250PSI EA
MODEL:APOLLO 86-500
1250 1 2 GALV COMPANION FLANGE 250# EA
1260 1 2 PRESSURE RELEASE VALVE EA
WITH SURGE CHECK VALVE
MODEL:CRISPIN PL22 OR EQUAL
1290 1 1/2 GALV STREET 90 BEND EA
1300 1 1/2X12 STD GALV NIPPLE EA
1310 1 1/2 STD GALV 90 BEND EA
1320 1 1/2X72 STD GALV NIPPLE EA
1330 1 2 250#HDG BOLT NUT KIT EA
1340 1 2 250#CLOTH INSERT GASKET EA
(1-GAUGE ASSEMBLY)
1360 1 1X1/2 316SS BUSHING EA
1370 4 1/2X2 316SS NIPPLE EA
1380 2 1/2 SS BALL VALVE HAMMOND 8433 EA
1390 1 1/2 316SS 90 BEND EA
1400 1 1/2 316SS TEE EA
1410 1 1/2X1/4 316SS BUSHING EA
1420 1 4-1/2 0-30OPSI GAUGE W/DPHRGM EA
(1-2 DRAIN ASSEMBLY)
1440 2 2X3 STD GALV NIPPLE EA
1450 1 2 BRS BALL VLV HAMMOND 8201 EA
1460 1 2 STD GALV CAP EA
(1-TRANSMITTER ASSEMBLY)
4
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks C/O Fax: (210)657-2321
Line City Description UOM Net Price Extended Price
-SUPPLIED BY PUMP MFR
(1-PIPE SUPPORT)
1500 1 12 HDG 270DEG STRAP F/CONCRETE EA
(SHTS 23 25 DETAIL 3)
(1-50-RUN OF 20 STEEL CASING)
1530 50 20X.312 WALL STEEL CASING
-BY OTHERS
1550 10 12 X20 304SS CASING SPACER EA
12 WIDE 14GAUGE PVC LINER
POLYMER RUNNERS CLEAR END BELL
1580 2 12 X20 END SEAL EA
(1-RESTRAINT F/36 RW 1 JOINT)
1600 1 UFR1390-C-36-1 BELL HARNESS EA
C905
1610 40 1 HOT DIP GALV ALL THRD ROD FT
1620 16 1 GALV HEX NUT EA
1630 4 1 TIE-BOLT W/HEX NUT EA
R- G l Iy h t. 5".o G
Bid ItwQ8u�tafil: 33,765.00
PACKAGE 00 2 -_- -
NEW TIE IN AND DISCHARGE ,,
**Nb EKS PUMP STATION
1670 1 24 MJ UP SLEEVE CP DI C153 EA
1680 1 24X12 MJ TEE CIL CP DI C153 EA
1690 1 12 FOSTER ADPT 12FABC W/MJ AC EA
1710 1 12 A2360-23 MJ RW GV OL UACC EA
MUELLER GATE VALVE
1720 1 562-S VLV BOX W/LID M/WATER EA
1740 2 12 FOSTER ADPT 12FABC W/MJ AC EA
1750 1 12 MJ 45 BEND CIL CP DI C153 EA
2570 1 12 MJ 22-1/2 BEND CP DI C153 EA
1760 1 12X10'00 FLXPE DI PCL EA
CONNECT TO PUMP
DISCHARGE PIPE FROM PUMP
5
Date January 11, 2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks C/O Fax: (210)657-2321
Line Qty Description UOM Net Price Extended Price
1800 1 12 STL FCA W/F FLG F/250PSI EA
1810 1 12 X2'00 PEXFL DIP PCL W/NPT EA
W/(1)1 NPT F/GAUGE ASSEMBLY
W/(1)1 NPT F/TRANSMITTER ASSMB
W/(1)2 NPT F/ARV ASSEMBLY
W/(1)2 NPT F/DRAIN LINE
1860 1 12 FL SURGE BUSTER CHECK VALVE EA
TAG: 12-RFCV-201
250 PSI BODY/150#DRILLING
1880 1 12X01'00 250FLXFL DIP PCL EA
1890 1 12 FLG BFV W/HW&PI EA
250 PSI BODY/250#DRILLING
TAG: 12-BFV-201
1920 1 12X01'00 250FLXFL DIP PCL EA
1930 1 16X12 FLG 90 BEND CIL CI C110 EA
1940 1 16X04'00 FLXPE DIP PCL EA
1950 1 16 MJ 90 BEND C/L CP DI C153 EA
1960 18 16 TJ PR250 DI PIPE CIL FT
1970 1 16 MJ 45 BEND C/L CP DI C153 EA
1980 1 16 MJ UP SLEEVE CP DI C153 EA
(1-RESTRAINT OVER 12 FCA)
2000 2 7/8 X2'00 HDG ALL THREAD ROD EA
2010 4 12 GUSSET PLATE EA
F/250#FLANGE
2020 8 7/8 GALV HEX NUT EA
(1-RESTRAINT ON ABIBG TRANS.)
2040 4 3/4 X6'00 HDG ALL THREAD ROD EA
2050 4 16 GALV GUSSET PLATE EA
2600 4 3/4X4 TIE BOLT EA
2070 16 3/4 HOT DIPPED GALV HEX NUT EA
2080 4 3/4X4 TIE BOLT EA
(1-2 ARV ASSEMBLY)
2100 2 2X3 STD GALV NIPPLE EA
2110 1 2 THD SS BALL F/250PSI EA
MODEL:APOLLO 86-500
2130 1 2 GALV COMPANION FLANGE 250# EA
2140 1 2 PRESSURE RELEASE VALVE EA
WITH SURGE CHECK VALVE
6
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks C/O Fax: (210)657-2321
Line Qty Description UOM Net Price Extended Price
MODEL:CRISPIN PL22 OR EQUAL
2170 1 1/2 GALV STREET 90 BEND EA
2180 1 1/2X12 STD GALV NIPPLE EA
2190 1 1/2 STD GALV 90 BEND EA
2200 1 1/2X72 STD GALV NIPPLE EA
2210 1 2 250#HDG BOLT NUT KIT EA
2220 1 2 250#CLOTH INSERT GASKET EA
(1-GAUGE ASSEMBLY)
2240 1 1X1/2 316SS BUSHING EA
2250 4 1/2X2 316SS NIPPLE EA
2260 2 1/2 SS BALL VALVE HAMMOND 8433 EA
2270 1 1/2 316SS 90 BEND EA
2280 1 1/2 316SS TEE EA
2290 1 1/2X1/4 316SS BUSHING EA
2300 1 4-1/2 0-300PSI GAUGE W/DPHRGM EA
(1-2 DRAIN ASSEMBLY)
2320 2 2X3 STD GALV NIPPLE EA
2330 1 2 BRS BALL VLV HAMMOND 8201 EA
2340 1 2 STD GALV CAP EA
(1-TRANSMITTER ASSEMBLY)
-SUPPLIED BY PUMP MFR
(1-PIPE SUPPORT)
2380 1 12 HDG 270DEG STRAP F/CONCRETE EA
(SHTS 23 25 DETAIL 3)
BOLTSINUTSIACC
2410 4 24 MEGALUG W/ACC F/DI 1124DEC EA
EBAA SEAL GSKT&16 BOLTS/NUTS
(3/4)INCLUDED
2420 6 16 MEGALUG W/ACC F/DI 1116DEC EA
EBAA SEAL GSKT&12 BOLTS/NUTS
(3/4)INCLUDED
2430 1 12 MEGALUG W/ACC F/DI 1112DEC EA
EBAA SEAL GSKT&8 BOLTS/NUTS
(3/4)INCLUDED
7
Date January 11,2011 HD Supply Waterworks
13790 Judson Road
San Antonio,TX 78233
Telephone: (210)657-1632
Bid ID 2642769 BCRUA Twin Creeks C/O Fax: (210)657-2321
Line Qty Description UOM Net Price Extended Prioe
2450 1 16 HOT DIP GALV BOLT 8 NUT KIT EA
2460 1 16X118 FF CLOTH IN RUBBER GSKT EA
2470 4 12 HOT DIP GALV BOLT 8 NUT KIT EA
2480 4 12X118 FF CLOTH RUBBER GASKET EA
2490 3 12 250#HDG BOLT 8 NUT KIT EA
2500 3 12X1/8 FF Cl GASKET F/250#FLG EA
CAP EXISTING LINES
2520 2 16 MJ CAP T/C CP DI C153 EA
2530 2 16 MEGALUG W/ACC F/DI 1116DEC EA
EBAA SEAL GSKT 8 12 BOLTSMUTS
(3/4)INCLUDED
2550 1 SHOP DRAWINGS EA
Bid Item Sub-total: "v%s G`A S c ole e, 24,895.00
8
Filed: 12-02
Cc:024A
Project: Interim Floating Intake Facilities Date: March 2, 2011
TMC Change#: COR-01 Rev 00
Owner: Brushy Crk Regional Utility Authority Project Change#: CPR-01
Change Order Request
Morales Company is pleased to offer change pricing for consideration by the Owner to provide
electrical changes to facilitate relocation of the transfer pump as detailed on the information
provided by the engineer, those documents consisting of the following.
• Jacobs letter for CPR-01 dated 1/17/2011.
• Revised sheet 6E10, issue number 2, dated 1/4/2011.
The work for this change consists of the installation of installation of some additional work and the
deletion of some of the original work detailed for the transfer pump. This change includes all
electrical work required to facilitate relocating the transfer pump from the original location to the
proposed location.
Cost of the installation at the original location: $18,038.00
Cost of the installation at the proposed location: $16,634.00
Credit available to the Owner to make this change: $<1,404.00>
This quotation is assumes that the electrical building will not need to be made any larger to facilitate
this change. Based upon the information we have at this time, we do not anticipate that to be a
problem, but until we get the footprint finalized we do not know for sure.
Extension in Time Request:
Submittals and approvals: n/a.
Lead time for procurement: n/a.
Approx time for installation: n/a.
Change Initiated By: Matt Cannon/Excel Const Change Prepared By: Farrell R. Prewitt/TMC
Change Delivered To: Matt Cannon/Excel Const Response Rqst'd By: ASAP
PO Box 859 601 South Patterson Avenue
Florence,Texas 76527 Florence,Texas 76527
Phone:254793-4344 Fax:254-793-3044
CHANGE ORDER NO. 1
ITEM 2
JACaBS Austin, Road.Sine 300
Austin,Texas 78746 U.SA
1.512-314.3 100 Fax 1.51 Z314-3136
May 18,2011
RCVD. 5/19/11 MFT
Construction
Manager APPROVED
Brushy Creek Regional Utility Authority(BCRUA)
1906 Bur industrial Boulevard By Michael F. Thuss,P-E at 4:14 pm,May 23,2011
Cedar Park,Texas 79613
Michael F.Thuss,
Re: BCRUA Interim Floating Intake Facilities—RW-C3 �I P.E.
Change Proposal Reyaest#3 �/° 2011.05.23
Dear Mr-. Muss: 16:15:25-05'00'
Enclosed is the response from Excel Construction Services,LLC(Excel),dated May 11,2011,to
CPR#3. Additions and deductions to the scope of work are summarized as follows:
1. Added excavation and concrete for Wall A,Foundation D and Foundation E,as required by
actual elevation of suitable rock conditions that were encountered.
2. Concrete piers added for revised foundation design,due to elevation of suitable rock
conditions that were encountered.
3. Credit for deletion of Wall B and part of Wall C.
4. Credit for reducing building slab thickness from 6"to 4".
Jacobs Engineering Group,lnc.has reviewed the cost information submitted by Excel. It is our
opinion that the additions and deductions due to the changes m scope of work are fair and
reasonable,and we hereby rend acceptance of this cost proposal to be incorporated into the
next change order. The net amount added is S14,914.00. Excel has requested that the time of
completion be increased by five(5)calendar days for the added scope of wo&
If you have any questions or need aMbonal information,please call.
Sincerely,
JACOBS ENGWEERING GROUP,INC.
f
Glenn A.Bridges,
Senior Project Engineer
XC: Jenn Htgby,BCRUA
Grace Stillman,BCRUA
Dustin Riley,WRM
Jim Tolles,JR Tolles Associates
w!enclosures
K: l000baa 3%CPRW CPR 03%C?R N3 kuer05181 Ldoc
Jacobs EnginoerkV Group Inc.
JAC4BS 2745 Cave Road,S.A. 300
Austin.Texas 78748 U_S.A.
1.512.314.3100 Fax 1.512.314 3135
March 29,2011
Matt Cannon
Excel Construction Services,LLC
1201 Leander Drive
Leander,TX 78641
Re: Brushy Creek Regional Utility Authority(BCRUA)
Interim Floating Intake Facilities
Change Proposal Request#3(Revised)
Dear Mr.Cannon:
Please provide a cost proposal for the following proposed revisions to the subject project:
1. Reference the enclosed revised Sheet 3503 and 3SO4. Foundation wall footing for
Foundation D,Segment 3 has been divided into the following:
a. Foundation D,Segment 3 (spread footing as originally designed)
b. Foundation E,Segment 1 (revised section with 24"drilled shaft instead of spread
footing)
2. Foundation D,Segment 4 and Foundation D,Segment 5 have been revised to Foundation E,
Segment 2(revised section with 24"drilled shaft instead of spread footing)
3. Wall C has been shortened.
4. Wall B has been deleted.
5. Drilled shaft B has been added to support the proposed walkway platform. Note:Details for
the walkway platform will be sent by separate change proposal request.
6. Building slab has been revised from 6"thick to 4"thick,as shown on Sheet 3SO4,Section A-
A.
If the cost proposal is accepted,a change order will be prepared for the work. If you have any
questions,please do not hesitate to contact me at 512-314-3182.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
Glenn A.Bridges,P .
Senior Project Engineer
XC: Mike Thuss,P.E.,BCRUA
Natalie Williams,BCRUA
Dustin Riley,Water Resource Management
w,enclosures
KV508441consuucuonkontnct 3khange proposal requestslchange proposal request 113 revised.doe
Jacobs Engineering Group Jnc.
EXCEL.
_`"°""" — 0 Change Proposal
BCRUA Floating Intake Request No. 03
JACOBS
Proiect Name: Interim Moaft Intaake Facilities Contractor. Excel ConsWction Services LLC
Project Owner: BCRUA Address: PO Box 2280
Leander Texas 78846
Address: 221 E Alain Skeet Rand Rock TX 78664 Initiated by, X Endneer 0 Contractor
Attention:
The following change in the contract on this project Is proposed.
• Work shal not commence Intl sutrodzed by the Owiwr.
Description of the Proposed Charge:
Excel is pleased to otltrr the lbllorrl change for the owners considerafon by the charwa Proposed by tin ww~in CPRdd.
The work indudbs drl/ad shaft reWsbw the Awlings Icor NowodatAon E by adding a born rewired to as Find
Me waN h&Wft so that ap walls we 11'In deWng wad 8 and the decbfcal bugdng slab has been reduced
By Matthew Cannon-Excel Construction Services,LLC
AN work shall be In accordance with the terms, Jacobs Reoommendatton:
stipulations,and conditions of the original C wdract ❑ Recommend Acceptance
Documents. If In work herein provided for is Approved by ❑ Do Not Recommend Acceptance
Charge Order,the time of completion will be:
X Increased ❑ Decreased Unchanged
By:Jacobs
By 5 calendar days.
I
Date
This change will: X Add Deduct ❑ No Change Owner's Action:
$ 14,914.00 ❑ Accepted ❑ WAccepled
Excel Construction Services,LLC By: SCRUA
Dale May 11,2011 I Date
Change Proposal Request Form SCRUA INTERIM FLOATING INTAKE FACILITIES cprAoc
WORK PROPOSAL COST ITEMIZATION: CPR No.3
BCRUA interim Floating Intake
Add piers under foundation wall
May 6,2011
units quantity I unit cost total
A Ma dais
1. Rebar TN 3.55 $ 875.00 $ 3,106.25
2 Wall A additional concrete CY 4.7 $ 72.00 $ 338.40
3 Well A additional forming SF 155 $ 3.50 $ 542.50
4 Fnd D additional concrete CY 3.7 $ 72.00 $ 266.40
5 Fnd D additional forming SF 373 $ 3.50 $ 1,305.50
6 1 Fnd E additional concrete CY 6.1 $ 72.00 $ 439.20
7 Fnd E additional forming SF 134 $ 3.50 $ 469.00
8 Concrete credit for part of wall C&wall B credit CY 14.4 $ 72.00 $ 1,036.80
9 Form credit for part of wall C&wall l3 credit SF 370 $ 3.50 $ 1,295.00
10 Concrete for 18"pier CY 1 $ 72.00 1 $ 72.00
11 Handrail for wall f3 credit LF 16 $ 52.55 $ 840.80
12 1 Stab thickness 4"from 6" CY 2.6 1 $ 72.00 $ 187.20
B Labor/E ul ment
1 Tie Rebar HR 9 $ 26.00 $ 234.00
2 Excavate additional footing for wall A CY 22.4 $ 56.00 $ 1,254.40
3 Additional forming for wall A SF 155 $ 2.00 $ 310.00
4 Pour additional concrete in wall A CY 4.7 $ 30.00 $ 141.00
5 Excavate additional footing for Fnd D CY 2.4 $ 56.00 $ 134.40
6 Additional forming for Fnd D SF 373 $ 2.00 $ 746.00
7 1 Pour additional concrete in Fnd D CY 3.7 $ 30.00 $ 111.00
8 Additional forming for Fnd E SF 134 $ 2.00 $ 268.00
9 Pour additional concrete in Fnd E CY 6.1 $ 30.00 $ 183.00
10 Additional Excavation for Fnd E CY 43.9 $ 56.00 $ 2,458.40
11 Concrete labor credit for wall C&wall B credit CY 14.4 $ 30.00 $ 432.00
12 Forming labor credit for wall C&wall B credit SF 370 $ 2.00 $ 740.00
13 labor for pouring 18"pier HR 2 $ 26.00 $ 52.00
14 Pump truck for Piers HR 6 $ 100.00 $ 600.00
15 ISpoils Haul OF TK 7 $ 45.00 $ 315.00
C Subcontracts
1. IMcKinney Drilling LS 1 1 1 $ 2,905.001 1 $ 2,905.00
2. 1 1 $ -
3. 1 1 $ -
C Adminlsfradon
1. IM.Cannon HR 4 $ 75.00 $ 300.00
2. D. Henderson HR 8 $ 75.00 $ 600.00
3. $ -
4. $ -
Sub-Total $ 12,350.85
5% Small Tools $ 617.54
15%OHP $ 1,945.26
TOTAL $ 14,914
CHANGE ORDER NO. 1
ITEM 3
J/�►COBS 2705 Cave Road, 300
Austin,Texas 78746 U.SA..SA.
1.512 314.3100 Fax 1.512.314.3135
May 18,2011
RCVD MFT 5/19/11
Construction Manager
Brushy Creek Regional Utility Authority(BCRUA) APPROVED
1906 Hur Industrial Boulevard
Cedar Park,Tenors 78613 By Michael F Thuss.P.E.at 4:16 pm,May 23,2011
Re: BCRUA Interim Floating Intake Facilities—RW-C3 Michael F.Thuss,P.E.
Cbasge Proposal Request#5 !jam 2011.05.2316:17:04
-05'00'
Dear Mr.Thuss:
Enclosed is the response from Excel Construction Services,LLC(Excel),dated May 9,2011,to CPR
#5. The additional scope of work inches the following:
1. Aluminum support strucum grating and handrail for walkway platform added at south end
of electrical building,with steps firom platform to sidewalk elevation.
2. Concrete pedestals added as required for support of electrical conduits.
3. Concrete slope paving below platform.
4. Aluminum support structure,grating and handrail for walkway landing added at north end of
electrical building,with adeps from landing to sidewalk elevation.
Jacobs Engineering(croup,Inc.has reviewed the cost information submitted by Excel. It is our
opinion that the cost of the additional scope of work is fair and reasonable,and we hereby
recommend acceptance of this cost proposal to be incorporated into the next change order. The total
amount added for the additional scope of work is$28,824.00. The time of completion will be
increased by seven(7)calendar days for the added scope of work.
If you have any questions or need additional information,please call.
Sinmely,
JACOBS ENGINEERING GROUP,INC.
Glenn A.Bridges,P
Senior Project Engineer
XC: Jean Higby,BCRUA
Cance Stillman,BCRUA
Dustin Riley,WRM
Jim Tolles,JR Tones Associates
W/enclosures
K:W30WoonstnKlio tonuaa 31CPRs1CPR 05VCPR#5 tend 031911A=
Jacobs Engineering Group Inc
as 2705 Bae Cave Road,Suke 300
Austin,Texas 78746 U.SA
1 512 314.3100 Fax 1.512.314.3135
April 5,2011
Matt Cannon
Excel Construction Services,LLC
1201 Leander Drive
Leander,TX 78641
Re: Brushy Creek Regional Utility Authority(BCRUA)
Interim Floating Intake Facilities
Change Proposal Request#5
Dear Mr.Cannon:
Please provide a cost proposal for the following proposed revisions to the subject project:
1. As stated in CPR#3,Wall C will be shortened and WaU B will be deleted on Sheet 3503. A
walkway platform will be added for access to the south end of the electrical building. Refer
to the enclosed 8-1/2 x 11 drawings(3 pages)for details of the proposed walkway platform,
concrete pedestal and slope paving.
If the cost proposal is accepted,a change order will be prepared for the work- If you have any
questions,please do not hesitate to contact me at 512-314-3182.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
!rGjleMTmA.Bridges, .E.Project En r
XC: Mike Thuss,P.E.,BCRUA
Natalie Williams,BCRUA
Dustin Riley,Water Resource Management
w/enclosures
K:1050844ko nwdm)cwuact 3khange proposal mquesWchuge proposal nqum 05 revised.doc
Jacobs Engineering Group Inc.
JAGOBS 2705 Bee Cave Road,Suite 300
Austin,Taxes 78745 U.S.A.
1.512.314.3100 fax 1.512.314.3135
April 12,2011
Matt CannOn
Excel Construction Services,LLC
1201 Leander Drive
Leander,TX 78641
Re: Brushy Creek Regional Utility Authority(BCRUA)
Interim Floating Intake Facilities
Change Proposal Request#5(Revision 1)
Dear Mr.Cannon:
Please add the following requirements to CPR#5-
I. At the southwest corner of the electrical building,add two 12"x 3' wide steps from
walkway platform elevation to sidewalk elevation. Handrail on outside of 3'wide steps shall
line up with handrail along the outside of the walkway platform.
2. At the door at the north end of the building,add a 5'x 6'landing at the elevation of the
building floor. Landing shall have the 5'dimension centered on the 4'door. Add two—12"
x 3' wide steps facing east,from landing elevation to sidewalk elevation. Northernmost
handrail on outside of 3'wide steps shall line up with handrail along the 5'dimension of the
landing.
3. Please provide alternative costs for galvanized steel and aluminum materials,for the original
walkway platform from CPR 45 and the above additions.
If the cost proposal is accepted,a change order will be prepared for the work. If you have any
questions,please do not hesitate to contact me at 512-314-3182.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
Glenn A.Bridges,
Senior Project Engineer
XC: Mike Thuss,P.E.,BCRUA
Natalie Williams,BCRUA
Dustin Riley,Water Resource Management
w/enclosures
K V30844konsduction%conttact Nhan a proposal requesuklnn`e proposal request N5 revision I.doc
Jacobs Engineering Group Inc
EXCEL
""'�" - 0 Change Proposal
BCRUA Floating Intake Request No. 05
JACOBS
Project Name: Interim Floating Intake Facilities Contractor. Excel Constriction Services,LLC
Project Owner: BCRUA Address: PO Box 2260
Leander Texas 78646
Address: 221 E.Main Street Round Rock,TX 76664 Initiated by. X Engineer Contractor
Attention:
The following change in the contract on this project is proposed.
• Work shag not commence until authorized by the Owner.
Description of the Proposed Change:
Excel is pWW to offer the following change for the owners consideratlon by the changes pmposed by the enobw in CPR".
The work will consist ofadeN 2 —12"X 9'wide stsps from the walkway adwm to sidewalk elevation laneffing on the north
End of the bunds land!ng on the south end of the buildling,handrail and concrete paWal under the landYng on the south
Edn. Ali metals to be aluminum.
By Matthew Cannon-Excel Construction Services,LLC
Ag work shall be in accordance with the terms, Jacobs Recommendation:
stipWatkms,and conditions of the original Contract ❑ Recommend Acceptance
Documents. If the work herein provided for is Approved by ❑ Do Not Recommend Acceptance
Change Order,the time of completion will be:
X Increased ❑ Decreased Unchanged
By:Jacobs
By 7 calendar days.
Dale
This change will: X Add Deduct ❑ No Change Owner's Action:
S 28,824.00 ❑ Accepted ❑ Not Accepted
Excel Construction Services,LLC By: BCRUA
IDate May 9,2011 Date
Change Proposal Request Form BCRUA INTERIM FLOATING INTAKE FACILITIES cpr.doc
WORK PROPOSAL COST ITEMIZATION: CPR No.5
BCRUA Interim Floating Intake
Add cantilevered walkway on south and of electrical building
May 9,2011
units quantity unit cost total
A Materials
1. IMetals(Seguin Fabricators LS 1 $ 18,570.00 $ 18,570.00
2 Form Material LS 1 $ 65.00 $ 65.00
3 Sand Cushion LS 1 $ 135.00 $ 135.00
4 Rebar LS 1 $ 225.00 $ 225.00
5 Concrete CY 4 $ 72.00 $ 288.00
6 E xy Anchors LS 1 $ 120.00 $ 120.00
7 $ -
8 $ -
9 $ -
10 $ -
B Labon ui ment
1. Form riprepincludes toe 8 bases HR 12 $ 26.00 $ 312.00
2 Pour Ri Ra HR 8 $ 26.00 $ 208.00
3 Install Platform/Stairs HR 48 $ 26.00 $ 1,248.00
4 Forklift HR 8 $ 75.00 $ 600.00
5 Pum Truck HR 4 $ 100.00 $ 400.00
6 $ -
7 $ -
8 1 $ -
C Subcontracts
1. IT.Morales LS 1 14-86O.WFf$ 800.00
2. $ -
3. ---] $ -
C Administration
1. M.Cannon HR 4 $ 75.00 $ 300.00
2. D. Henderson HR 8 $ 75.00 $ 600.00
3. $ -
4. $ -
Sub-Total $ 23,871.00
5%Small Tools $ 1,193.55
15%OHP $ 3,759.68
TOTAL $ 28,824
JACOBS 2705 Bee Cave Road.Suite 300
Austin.Texas 78746 U.S.A.
1.512 314.3100 fax 1.512.314.3135
April 12, 2011
Matt Cannon
Excel Construction Services,LLC
1201 Leander Drive
Leander,TX 78641
Re: Brushy Creek Regional Utility Authority(BCRUA)
Interim Floating Intake Facilities
Change Proposal Request#5(Revision 1)
Dear Mr.Cannon:
Please add the following requirements to CPR#5:
1. At the southwest corner of the electrical building,add two-w 12"x 3' wide steps from
walkway platform elevation to sidewalk elevation. Handrail on outside of 3' wide steps shall
line up with handrail along the outside of the walkway platform.
2. At the door at the north end of the building,add a 5' x 6' landing at the elevation of the
building floor. Landing shall have the 5' dimension centered on the 4' door. Add two— 12"
x 3' wide steps facing east,from landing elevation to sidewalk elevation. Northernmost
handrail on outside of 3' wide steps shall line up with handrail along the 5' dimension of the
landing.
3. Please provide alternative costs for galvanized steel and aluminum materials,for the original
walkway platform from CPR#5 and the above additions.
If the cost proposal is accepted,a change order will be prepared for the work. If you have any
questions,please do not hesitate to contact me at 512-314-3182.
Sincerely,
JACOBS ENGINEERING GROUP, INC.
Glenn A.Bridges,..
Senior Project Engineer
XC: Mike Thuss,P.E.,BCRUA
Natalie Williams,BCRUA
Dustin Riley,Water Resource Management
w/enclosures
K:\050844\construcdon�contract Mange proposal requests\change proposal request 05 revision l.doc
Jacobs Engineering Group Inc