GM-11-07-13-015 Page 1 of 1
BRUSHY CREEK Contract Quantity Adjustment/Change Order
WP,-,.�1l^.VL UTILITY AUTHORITY
rev.2/2011
., ...,. ,... ......., .. «.,..,, ._...
Department:
Project BCRUA Raw Water Pipeline Phase One -
Name: Contract i Date: 6/20/2011
Project Change Order/Quantity Adjustment
ID Number No. 5
Justification
SUMMARY Amount % Change
Original Contract Price: $19,371,138.19
Previous Quantity Adjustment(s):
This Quantity Adjustment: $0.00
Total Quantity Adjustment(s): $0.00
Total Contract Price with Quantity Adjustment(s): $19,371,138.19
Previous Change Order(s): $64,333.20 0.33%
This Change Order: $37,694.01 0.190/0
Total Change Order(s)To Date: $102,027.21 0.53%
Original Contract Price Plus Change Order(s) Plus
Quantity Adjustment(s): $19,473,165.40
Original Contract Time: 630 calendar days
Contract Time Prior to this Change Order: 611 calendar days
Contract Time with All Approved Change Orders: 623 calendar days
Glenn A. Bridges, P.E., Project Engineer
Prepared By: Jacobs Engineering Group, Inc.
Signature Printed Name,Title and Company Date
Contractor DAviD A, <DuT1tTp,)As AdifA
Approval: ' � � w`-r S.J. LOWS 6owSfW6gow OF Tik*P41 OP. fo Zo'l l
Signature Printed Name,Title and Company Date
BCRUA
Approval: I//� / a4'`+4& r 7,44," 70�2gPff Af G'.2A''ll
Signature Printed Name,Title Date
BCRUA /
Approval: ' l,— 3
Signature Printed Name,Title # bate
■WMbBRUSHYCREEK
REGIONAL UTILITY AUTHORITY
A Partnership of Cedar Park, Leander. and Round Rock
CHANGE ORDER No. 5
DATE OF ISSUANCE: 06-20-11 EFFECTIVE DATE:
OWNER: BCRUA
CONTRACTOR: S.J. Louis Construction of Texas,Ltd.
PROJECT: BCRUA Raw Water Pipeline Phase One—Contract 1
ENGINEER: Jacobs Engineering Group,Inc.
The Contractor is hereby directed to make the following changes in the Contract Documents:
Change Proposal Requests and Field Orders
1. Add the scope of work required to provide mail delivery access to stone/stucco/brick mailboxes, per CPR
#15 and the response to CPR#15 from S.J. Louis, dated 2/21/11.
ADD$27,645.40
2. Add the scope of work required to connect to existing yard piping at BCRUA's WTP, per S.J.Louis
Proposal#1, dated 01/21/11 (also identified as CPR#16) and Jacobs' recommendation letter,dated
03/04/11.
ADD$5,195.16
3. Add the scope of work required for miscellaneous driveway revisions, per Field Order#21 (also
identified as CPR#20)and the response to Field Order#21 from S.J.Louis,dated 2/21/11.
ADD$4.853.45
TOTAL ADD$37,694.01
Page 1
Project:BCRUA Raw Water Pipeline Phase One—Contract I
Change Order No.5
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME:
Original Contract Price: Original Contract Times:
Substantial Completion(Days): 630 calendar days
$ 19,371,138.19 Final Completion (Days): 730 calendar days
Substantial Completion(Date): July 10,2011
Final Completion(Date): October 18,2011
Net increase from previous Change Orders Net change from previous Change Orders:
No. I through No.4: Substantial Completion(Days): (19 calendar days)
Final Completion(Days): N/A
$64,333.20 Substantial Completion(Date): June 21,2011
Final Completion(Date): October 18,2011
Contract Price prior to this Change Order: Contract Times prior to this Change Order:
Substantial Completion(Days): 611 calendar days
$ 19,435,471.39 Final Completion(Days): 730 calendar days
Substantial Completion(Date): ,Tune 21,2011
Final Completion(Date): October 18,2011
Net increase from this Change Order: Net increase this Change Order: 12 days
Substantial Completion(Days): July 3,2011
$37,694.01 Final Completion(Days): October 18,2011
Contract Price with all approved Change Orders: Contract Times with all approved Change Orders:
Substantial Completion(Days): 623 calendar days
$19,473,165.40 Final Completion(Days): 730 calendar days
Substantial Completion(Date): July 3,2011
Final Completion(Date): October 18,2011
Page 2
JACOBS AuV r., a Ow"Road,46sU�1�300
aust��,z-ra;zszaU u.s.a.
1.512.314,3100 rax 1 512 314 3135
March 4,2011
Michael F.Thuss,P.E.
Construction Manager
Brushy Creek Regional Utility Authority(BCRUA)
1906 Hur Industrial Boulevard
Cedar Park,Texas 78613
Re: BCRUA Raw Water Pipeline,Phase One-Contract 1
Change Proposal Request#15
Dear Mr.Thuss:
Based on the information submitted by S.J. Louis as Proposal#3(dated 2/21/11, copy
enclosed,which is also referred to as CPR#15),Jacobs hereby recommends acceptance of
the proposal in the amount of$27,645.40.
If you have any questions or need additional information,please call.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
Glenn A. Bridges E.
Senior Project Engineer
XC: Jenn Higby,BCRUA
Natalie Williams,BCRUA
w/enclosures
K:W0844\consaucdonkontnct 1\correspondence\to8CRUA\CPR#15ktter04041Moc
SUMMARY SHEET-LABOR,EQUIPMENT,MATERIALS(12410 TRAILS END RD.)
A B
Iioua Worked Rate Tbaea . BO"51 SOWN TOTAL
Rota I ITotal Tow HoursX Amount A B
JUAN LUNA CREW CLEAN UP = r
JUAN LUNA S 54.00 5.0 5.0 $ 270 00 .- 1 59 90X 161.73 S 431.73
Exawator Opersior s 23.00 5.0 5.0 S 115.00 45.W% S -_5 S 167.67
Tlacia Blade o s 13.00 5.0 5.0 $ 75.00 50.5096 S 37.88 y 11288
L S 15.00 5 0 5manteewwam .0 $ 75.00 ; 50.50'!. 37581 y 112.88
Am mansw 1$ 96.00 0.0S
Maroyer s 63.00 00 i r. .,
Haan Wow EA
a
Rad Tknes
Eqwpm^t raw Total Noun " 2;CA7 416 TORM S33.73 5.0 5.0 S 173.65 'BOX BLADE TRACTOR s 31.73 5.0 50 158.65 F250 TR
K S 13.5150 5.0 s 87.55
A
maleftela 1 Nlse-Cosa
Vendor or"mno s _ TOTAL
Pdo� OuamMy COST A
M E RUBY $ 1600 TN ROCK FOR DRIVING SURFACE 4 y 64.00 S 9400
SJL $ 5000 EA CONC.FOUNDATION FOR MAIL 8OX 1 y 50.00 S 5000
y s -
$ s
$ s
$ s
$ s
s s
$ - s
f " 114.00 s 114.00
TOTAL
cosy
s 1,341.06
SUMMARY SHEET-LABOR,EQUIPMENT,MATERIALS(12ne TRAILS END RD.)
A g
NOiaj w0�`� Rate Tis 80.01t ow-W TOTAL
Toto
ToW llonra Amamt A B
JUAN LONA CREWCLEANUP CR a .
JUAN LUNA $ 54A0 110.0 1 1 1 1 1 1 1 1 1 10.0 S 540.00J 59.80% S 323.48 883.46
Excavator s 2300 1oA 10.0 $ 23000 , 43.8076 S 105.34 $ 335.34
Traylor 187ada ala 3 15.04 10.0 10.0 150.00 50.5071, S 75.78 228.73
Laborer S WOO t0A 10.0 1 50.50% S 75.751$ 225.75
IN" ana t
s 95Ob 0.0 S
Is-
sa.00
0.0 $
i I 1.470 00 S t acs 30
,.
A
Hor.vrortna ,-. ,. ..
Raft TWO" N TOTAL
Rib Tata- Tool Hours
CAT 418 A
f 3373 1a.o 10.0 S 35730 -.;
BOX BLADE TRACTOR S 3173 10,0 1 110.0 317.30 357.30
F250 TRUCK S 1331 lo.o 317.30
10.0 135,10
$ 135.10
.,.-..., rJ`. -
':S aa.To i f ooa.ia
MaNAaN 1 to",Posts
A
YaaMex Or Ilam ao. If Dasartp0oa OmaMlty COST �° TOTAL A
M.E.RUBY $ 18.00 TN ROCK FOR DRMNG SURFACE 4 S 84.(10 S 64.00
SJL S 50.00 EA CONIC.FOUNDATION FOR MAIL BOX 1 S 50.00 $ 50.00
FELL COUNTRY CUL S 15.55 LF 18'CMP
16 S 248.80 i 248.80
HILL COUNTRY CULN&F S 23.32 EA 18'C DN NECTING BANDS 2 17 46.84 $ 46.84
SJL S 75.00 LD FILL( 1 $ 7i'00 $ 75.00
$
S y
$ i
f 404.44 f 4MA4
TOTAL
COPT
SUWAARY"ET-LABOR.EQUU'MENT,MATERIALS(12718 TRAILS END RD.)
A 8
Hors Woftd RYto Tim" Banoltt 8~1 1 TOTAL
Tout ToW H." I Amount I A a 8
JUAN LUNA CREW CLEAN4)P CREM
JUAN LVNA f b1.00 10.0 10.0 S 540.00 ."% 323.46 863.46
Evwvator Opwow s 21.00 10.0 10.0 s 230.00 45.80% 105.34 $ 335.34
TmcAO iMOM f 15.00 100 100 S 150.00 50.50% 75.75 225.75
Labour f 15.00 10.0 1Q4 15000
"Wit 50 50'i 75.75 $ 225.75
�•• AM s A6.00 0.0
• as.00 OA '
i 1,010.00� i 1.6fa.a0
Hours .A. � •d
e Itit� Rant TYaa i 0. t t R, ., TOTAL
ToW Towmowa A
CAT 416 f 36.73 10.0 10.0
BOX BLADE TRACTOR s 3173 1 of 10.0 S 31730 n 317.30
F250 TRUCK S 13.s/ too 10.0 S 135.10 c 135.10
f
i �'� s iosao
A
matem"I Atbo.cool TOTAL
Vaador oro m no. : LW7 Qraroky COST A
M.E.RUBY S 16.00 TH ROCK FOR DRMNG SURFACE 4 S $4001S 6100
SJL $ 50.00 FA CONC FOUNDATION FOR MAB.BOX 1 s 50.001S 50.00
HILL COUNTRY CtJLVEF S 15.55 LF 18'CMP 16 $ 248.801, $ 246.80
HILL COUNTRY CULVEF $ 23.32 EA 18'CONNECTM BANDS 2 S 46.64 $ 46.64
SJL $ 75.00 LD FILL(TRUCKING) 1 S 75.00 S 75.00
$ S
s S
$ S
S $
s 4f4.0 i 4M.44
P
TALOSTZA44.44
SUMMARY SHEET-LABOR,EQUIPMENT,MATERIALS(12702 TRAILS EMD RD.)
A B
NoarsYhdwd pme Tri ss ' ' sonam 8"wfc TOTAL
rataTOW TOW Haws yy L % A.0
JUANLUNAC/1EW CL.EANdJP - X,.•�«t`;�."
JUAN LUNA Is 54.00 5.0 5.0 270.00 59.909E $ 161.73$S 431.73
Ftccavator for s i].00 s 0 5.0 115.00 . a+a;, 45.80!6 520 167.87
TrWW 1&0*O im s 15.00 50 5.0 S 75.00 ''- 50.50% 37.8 112.88
LeOorx s MOD s.o 5.0 7b. 1'• 5050% 37.88
112.88
nMtrt
Area hbrdW is ".00 -
Iftods eb.00 0.0
00
s sum s as to
Nessa Worked Raw Timm TOTAL
�
EqK TOW Tow News 4
A
CAT 416 TRACT i 35.73 S.0 5.0 $ 178.65 178.65
BOX SLADE TRACTOR s 31.73 S.0 5.0 S 158.63 158.85
F250 TRUCE( $ u ft so 5.0 87. S 87.55
s 404M! S 1a.fa
A ,
N*Wru"/M4a.Coati TOTAL
vewor or!Nest no. s !UWT Da"dpdon (iwMiry GbSi A
M.E.RUBY $ 16.00 TN ROCK FOR DRIVING SURFACE 4 S 64.00 S 64 00
Sit. $ 50.00 EA CONC.FOUNDATION FOR MAIL.BOX 1 s 50.00 S 50.00
s- $ 75.00 LD FILL(TRUCKW) 1 s 75.00 $ 75.00
i s
S - i
s - ;
S I -
s 1sf.fo s taf.os
TOTAL
COST
s 1,11!.00
SUMMARY SHEET-LABOR,EQUIPMENT,MATERIALS{12410 TRAILS END RD.)
A g
t♦arf 11Yorfad RW TMfaa BMfN1t I D.Wk TOTAL
Rift I I I I Total TWN Hors `..'°, '• Amount I A*B
JUAN LONA CRBMI CLEAN-UP CREM
JUM LUNA s 34.00 s.05.0 S 27000 59.90% S 161.73 431.73
Excavator Operalor s 23.00 s.0 5.0 115.00 46.80% S 52.67 167.67
Traebr r 81adf s 15.00w5A 75.00 50.5091 S 3788 S 112.88 L4borfr s 13.00 s.oiv4m 5-0 s manDowwww* 4A I00 SO 50% 5 37. 112.88
s ssoo 0
a 616.00 a us.,s
Hows works
Rao Tbrlfa TOTAL
qL*-t Rho lbial Tow,"ou f A
CAT416 S 36.13 5.0 5.0 178.65 . N'
BOX TOR s 3t•TJ a.o 50 S 158.65 �', S 158.85
F250 TRUCK Is 13.511 3.0 1 5.0 67.53 . S 67.55
-
s 401." a 41l"
A
Nfurtau/lows.Cwu
Vendor ah.Mno.
a Lon Dtacrf{Mun Ouanft CONT A
ME RUBY S 16.00 TN ROCK FOR DRNMK`SURFACE 4 s 64.00 ~' ' f S 64.00
SJL S 50.00 EA CMC.FOUNDATION FOR MW BOX 1 S 5000 i 50.00
SJL S 75.00 LD FILL(TRUCKING) 1 $ 7500 $ 75.00
S i
S i
-
i
s ,6f.o6 a ielm
TOTAL
COST
a ,,1/fA0
SUMtMARY 3MEET-LABOR,EQUIPMENT,MATERIALS 411514 TRAILS END RD.)
A B _
Hours Worked Rate T-mas BerwM Beaem TOTAL
Raft Tow Total"ours % Amount A+8
JUAN LONA CREW(CLEAN-UP CREW)
JUAN LUNA s 54.00 10.0 1010 s 540.00 59.909A S 323.46 $ 863.46
Excavator ator s 23.00 10.0 10.0 $ 230.00 x5.80% E 105.34 E 335.34
Tractor/BW*OpeMorS 15.00 10.0 10.0 S 15000 ` ' 50.5ft S 7675 E 225.75
Laborer is 15.00 10.0 10.0 s 150.00 50.50% $ 7575 S 225.75
tMatta t
Are, s 95.00
0.0 S
Protea x s tk1.00 -1 L I 1010 $ s
.,1..,,
. S 1,OTO.DO� S 7,eD0.30
Hours Worked Rate T)mas TOTAL
lith meat Rate Total Total Hours - - A
CAT 416 T s 35.73 10-0 10.0 3$7.30 ._ `'
$ 357.30
90X BLADE TRACTOR s 31.73 10.0 10.0 317.30 r+ " S 317,30
TUCK s 13.51 10,0 10.0 135.10 $
135.10
rr ,
f 009.70"I S ttDe.TO
A
4btteri'I°/M1ise,coskt TOTAL
Vendor or ksm no, i UNIT Oes""on Querdhy COST
A
M.E.RUBY $ 16.00 TN ROCK FOR DRIVM SURFACE 4 $ 64,001 $ 64"00
SJL E 50.00 EA CONC FOUNDATION FOR MAIL BOX 1 $ 50.w s 50,00
HILL COUNTRY CULvEF $ 13.13 LF 15'CME' 32 $ 420.16 $ 420.16
HK.L COUNTRY CULVEF E 19.70 EA 15'CONNECTING BANDS 2 E 39.40 s 3940
SIL s 75.170 LD FILL(TRUCKING) 2 s 150.00 S 150.00
$ $
s s
s
$
s -
$
: 723.59 s 72385
TOTAL
COST
f 9,1a1.ae
SUMMARY SHEET-LABOR,EQUIPMENT.MATERIALS(10408 TRAILS END RD.)
A g
Reft Timm q..W" TOTAL
To1M T-1Fbure nt A#111
JUAN 1.VNA CREW CLEAN t1P C
+.I•',�'
JUAN TUNA s ss 00 Sol 5. M75-00
59.90%. i 1181.73 S 431.73
EwcMlor O s 16.00 got5.0 458096 52.67 i t 87.87
Tractorl8lede r i 16.00 so 5.0 5080% S 37.88 112.88
5.0 5050% 3788 $ 11288
ant
9 96.00 0.0
s 66.00 0.0 s
f bias s i28.ti
Hous Worltid RaN Thos �{• `` TOTAL
E4dPrtwK Raft
T 4118 TRACTORMO s 3a n s.o 0 T 1 68 t��` �' `' 17 .85
BOX TRACTOR 6 31-7-3 s.o 5 0 158.68 s , -. 158.
F250 TRUCK
i t6 st s.o so 67.56 - 87.55
.�
i 404M S 404 a5
A
M4ftrftle!Misc.Cos4 TOTAL
Vendor or Um no. f Droerlptlon ouanft OMT A
M.E.RUBY S 18.00 TN ROCK FOR DRIVING SURFACE 4 i 64.00 $ 64.00
S1L S 50 00 EA CONC.FOUNDATION FOR MAIL BOX 1 s 50.00 i 50.00
i i
i S
s
$
S i
s s
s i
$ s
f 1l4m f 114.ii
TOTAL
CAST
s t,u4m
SUMMARY SHEET-LABOR,EQUIPMENT,MATERIALS(10m,10ONTRAILS END RD,)
A B
"owwtKoewa RawTgpaa Bongo sawlk TOTAL
Tom Tow Mous �
�br., Aaeount
JUAN L1JNA CREW GLEANIIP C . A+B
JUAN LUIJA Is Sa 00 I aA 5 0 270• t ' 69.90% IS 181.73 1 2 431.73
Em wta opwow Is 231* as S 0 115.00 .' 4 , i 67 167.67
ThdprlBhda s 15.00 a.0 5 i 75.00 50. ,6 37.88 S 112.88
la0aer s tS.oO s.0 50 S 75.00 50.50!6 Is 37.88 5 112.88
tMs m t' ' a1i-
�+ s as.Oq
00 s
POW Mm--mS 65.00 00 r�
A
aRw Times
H Manes 1AfoTktd Y�._ TOTAL
9MPawTq Rah Tow! TOW Moues �
ICAT416 3x.73 a.0 6.0 1 65 t+ 178.83
BOX BLADE TRACTOR i st.73 as 5.0 16865 ` 158,85
F250 TRUCK s 13 at a o
i 67.56
i a01J1x s +o..xx
moor*$I aha,coag A
TOTAL
1/aMot a MM11q. f Oafcelp0oel Gwanpry COST ` A
M.E.RUBY $ 16.00 TN ROCK FOR DRIVING SURFACE 4 S 84.00 - s 6400
S.N. S 50,00 EA CONC.FOUNDATION FOR IwWL BOX 1 $ $000 i 5000
SUBCONTRACTOR $1,186.00 EA NEW MAIL BOX(DOUBLE RESIDENTWL) 1 $ 1,16600 $ 116600
$ S
i $
i s
s - s
s s
$ s
.. S 1,=x0.00' f 1.7x0AD
TOTAL
COST
S 2,x70.00
SUMMARY SHEET-LABOR,EQUIPMENT,MATERIALS(9819 TRAILS END RD.)
A g
llOusRaw tNakW Rao now r BsrtsTlt BMMt TOTAL
TOW TON Hous % AenatM A B
JUAN LUNA CREW CLEAN-UP CRUM
JUAN LONA s 5.0s s.o 6.0 324.00 ) 59.90% 194.08 516.08
ExavMa tar s 23tq 4.o BA $ 138.00 . 45.60�G i 63.20 201.20
BW*J B0 S ts.00 0.0 8.0 s 90.00 30.50% S 45.45 i 133.45
Lebatar i 1500 s.o 6.0 S 90.00 50.50% i 45.45 135,45
Mni
Arts MW&W Is 95,00
ItYttOpsr i 0500 L I I F
I 10.0 S r
- ..
{s ..44700 i Ys0.1/
_ a " y
<; �....
M01"+► tt�t.TImN TOTAL
EgWplfaNk Rab I I f I I I Tow TOW Naves : . ,:C, " A
Rg NAM 418 S ss 7J 6.0 6.0 21436i 214.38
TRACTOR s �t.7� 6.0 6.0 19038 "'_ ' i 190.38
F250 TRUCK Is M611 0.01AO
3 4o4ys i s 4w.T4
A
unswri tt I Mlsc cosh TOTAL
VssdaatMmno. s p
OtwnMy COST q
M.E.RUBY L 16.00 TN ROCK FOR DRIVING SURFACE 4 $ 84.00
$ 64.00
SJL S 50.00 EA CONC.FOUNDATION FOR MAIL BOX 1 $ 50.00 $ 5000
OUTDOOR SOL S 722.00 NEW MAIL BOX(SINGLE.RESIDENTIAL) 1 S 722.00 S 722.00
S - S
s s
s
$
s
$
s - s
s s
s Moo s 43t 00
TOTAL
COST
f 2,234.94
MAILBOX REPLACEMET CHANGES
MAILBOX
B ADDRESS SCOPE OF WORK MATERIALS SALVAGED
YES OR NO
12900 TRAIIS ENT)ROAD INSTALL WIDENED DRIVE(APPROX 6' CRLSHED ROCK-3 CY
(� 1) 15 SY),NO CULVhR I-REQUIRED, NU
PLACE 10f FROM EDGE OFT.E.R NEW 7 RECEPTICAL MAIU30X
1,2
129W"GRAILS END ROAD INSTALL WIUENEU DRIVE(APPROX 6"CRLSHED ROCK-3 CY
(0 2) IS SY),NO CULVERT REQUIRED, NO
PLACE 10'FROM F.DOE OF T.F.R. NEW 5 RECEPTICAL MAILBOX
WSTALL WIDENED DRIVE(APPROX. 6"CRUSHED ROCK-3 CY
3 12810 TRAILS END ROAD IS SY),NO CULVERT REQUIRED, YES
GRAVELTURNOU7 PLACE 10'FROM
EDGE OF T.E.R. NEW CONC.FOUNDATION
6"CRUSHED ROCK.3 CY
FILL-2 LOADS
INSTALL WIDENED DRIVE(APPROX.
4 12806 TRAILS END ROAD 15 SYj EXTEND CULVERT,PLACE 18"CMP-16 LF YES
STONE MAIL BOX HY FROM EDGE OF
T.E.R.
NFW COVC FOUNDATION
18"BANDS-1 EA
6"CRUSHED ROCK-3 CY
FILL-2 LOADS
INSTALL WIDENED DRIVE(APPROX.
5 12718 TRAILS END ROAD 15 SY} EXTEND CULVERT,PLACE 18"CMP-16 LF YES
STONE.MAIL,ROX IV FROM EDGE OF
T.E R
NEW CONC.FOUNDATION
18'BANDS-2 EA
6"CRUSHED ROCK-3 CY
INSTALL WIDENED DRIVE(APPROX.
6 12702 TRAILS END ROAD 15 SY),NO CULVERT RF.QUIRFD, NEW CONC.FOUNDATION YES
GRAVEL TURNOUT PLACE 10'FROM
EDGE OF T.E.R.
FILL-1 LOAD
6"CRUSHED ROCK-3 CY
INSTALL WIDENED DRIVE(APPROX.
7 12410 TRAILS END ROAD 15 SY),NO CULVERT REQUIRED, NEW CONC,TOUNDATION YES
GRAVEL TURNOUT PLACE 10'FROM
EDGE OF"l.E.11
FILL-1 LOAD
6"CRUSHED ROCK-3 CY
FILL-2 LOADS
INSTALL WIDENED DRIVE(APPROX.
8 11514 TRAILS FND ROAD IS SY),EXTEND CULVERT,PLACE NEW CONC.FOUNDATION YES
STONt MAILBOX 10'FROM EDGE OF
T.E.R.
IS'CMP-30 LF
15'RANDS-2 EA
INSTALLCjRAVF.1,TURNOUT 6"CRUSHED ROCK-3 CY
9 10405 1'RAlLS END ROAD YES
(APPROX IS SY).
NEW CONC.FOUNDA'T'ION
INSTALL WIDENED DRIVE(APPROX, 6"CRUSHED ROCK-3 CY
10 10005 TRAILS END ROAD IS SY).NO CULVERT REQUIRED, NO
GRAVEL TURNOUT PLACE 10'FROM
EDGE OF T.E.R. NEW CONC.FOUNDATION
INSTALL WIDENED DRIVE(APPROX. 6"CRUSHED ROCK-3 CY
W-A 10001 TRAILS END ROAD IS SY) NO CULVERT REQUIRED, NO
GRAVEL TURNOUT PLACE IV FROM
EDGC OF T.Lk NEW CONC.FOUNDATION
6'CRUSHED ROCK-3 CY
INSTALL WIDENED DRIVE(APPROX.
11 9819 TRAILS END ROAD 15 SY),NO CULVERT REQUIRED, NEW CONC.FOUNDATION NO
GRAVEL TURNOUT PLACE 10'FROM
EDGE OF T.E.R. NEW SINGLE RECEPTICLE
MAIL BOX
Austin Outdoor Solutions
P.O. Box 1812
Round Rock, Texas, 78680 Proposal
We 02/17/11
Status: nposed as listed
Payment Toms: we below
Estimated duration of Effort:
One week barring weather issues
Prepared For:
Sam Montoya
S.J. Louis Construction of Texas Ltd
9862 Lorene St. Suite 200
San Antonio, TX 78216
210-340-9998
Submitted by Cesar Beltran, TCLP
www.austinoutdoorsolutions.com
Page 1 of 3
Austin Outdoor Solutions proposes to provide all the necessary labor and
Item materials to carry out scope of work. Costs to build each unit were
derived from the description offered by client by means of photographs.
if the actual scope of work varies greatly in size, quantity, stone
selection etc. client will be notified of changes to scope of work and
costs.
All work performed to a professional manner,corned out to meet or exceed the
industry standards and ANSI procedures ore adhered to during each of the
various phases of work.
All modification to property(in order to gain access)such as the removal of fence
panels,shall be executed so that once job is complete,everything is back in place
and no lasting harm is done to existing grounds.
Daily debris and trash clean ups are standard operation procedure,additional care
to be taken in the storage of supplies and tools to ensure the area is kept safe
and in order.
1 Professionally construct four different mailbox enclosures all using the $4,992.80
limestone fieldstone, chop and sawed to achieve the same or similar
resuft as depicted in photos. Each to have properly formed poured and
finished reinforced concrete footer. Below is an itemized description of
each of the masonry enclosures:
• The largest to involve opproxtmateiy 80 sq, ft of stone plus top
and four conventional residential and 1 large capacity nail box.
Fieldstone an be substituted with 4" chop with sawed
skks....$1,731.80
• The second (also second largest)to have approximately 45 sq. ft
of stone with sawed limestone cap and 7 conventional residential
boxes in place—$1,373.00
• The third will have an arched top and contain only two conventional
mall boxes. Approximately 45 sq. ft of stone to be mortared into
place to form this one-----$1,166.00
• The lost will be a single box unit approximately 24" wide by 24"
deep and about 4%5" $722.00
bemolition and removal of debris Is not Included in scope of work or costs.
Scope of work to include installing the various mail boxes (15 total) within
the stone work.
Total $4,992.80
Om Won scheduling
We u tion
All workmanship is warranted for one calendar year from the daft of installation.
Any changes to original seope of Mork to be treated as a change order and due
upon acce lance from client.
• Client Is responsible for identifying all buried cables,piping,and other
utilities prior to the beginning of any work Any discrepancies will be
brought to the attention of homeowr rs for review.
• Austin Outdoor Solutions will guarantee for a period o one year from
the date of installation that our product will be free of any defective
material"or workmanship. In the event our product or a portion of our
product is found to be defective,we will repair or replace the
defective item free of charge,at our discretion.
• In no event will AOS be responsible for any damages caused by events
unrelated to the construction such as,but not limited to fire,hail,
winds,high water,poor soil conditions or criminal mischief.
Page 2 of 3
*Stone and wood are natural products in which surface cracks,discoloration
and other imperfections may surface during installation and are inherent
properties of the various natural building materials used in building the patios
and its elements.
• Plant materials and sod guaranteed for 90 days from the date of
installation
Client Date ADS Date
Page 3 of 3
y Dr
HILI— COUNTRY Address: Austin TX�78734
�J CULVERTS , INC Phone:
512-532-M63
Quotation QUOTE M gg2-3-11
BID DATE: 2/412011
PROJECT: BCRUA Raw Water Pipeline Phase I Contract i CUSTOMER:SJ Louis
LOCATION: Leander,Texas ATT: Sam
DIAM DESQRIPTION gUANTi Y UNIT PRICE AMOUNT
S -
18" Galy CMP 16GA 2 2/3"x1/2" 30 $ 15.55 $ 46650
Bands 4 $ 23.32 S 93.28
15" Galy CMP 16GA 2 2/3"x1/2" 30 $ 1313 3 39390
Bands 2 $ 1970 $ 3940
S -
Delivery Included $ -
S -
S
S -
S -
s -
s -
s -
s -
s -
TOTAL s 99308
PRICE INCLUDES DELIVERY TO JOBSITE
PLEASE ALLOW ONE TO TWO WEEKS FOR DELIVERY
PRICE GOOD FOR 30 DAYS AFTER QUOTE DATE
PRICES ARE BASED UPON LOCAL MINIMUM STANDARDS ONLY!
CONTRACTOR TO VERIFY WrM PLANS AND SPECIFICATIONS
GARRETT GEORGE-SALES REPRESENTATIVE
830-832-4967 phone 1512-857-1288 Efax
oarrett0hillcauntrycarlverts.corn
2705 Bee Caw Road,Supe 3M
83 Auttirt,Taxan 7874646 U.SA
1.512.314 3140 Fax 15 12 314 3135
January 4,2011
Curtis Ostrander.P.E.
S.J.Louis Construction of Texas Ltd
9862 Lorene St.,Suite 200
San Antonio,Texas 78216
Re: Srusby Creel:Rational Utility Authority(BCRUA)
Raw Water Pipeline,Phase One-Contract 2
Change Proposal Request R'Ar
rr
Dear Mr.Ostrander.
Please provide a cost proposal for the following additional scope of work required to provide mail delivery
access to stonestuccolbt'ick"boxes that were removed prior to construction
Addrom Required 94ope of Worst
lastap witkmed dnw(approx.15 SY)for men Ws wary,for two separate structures wob rr uh*k
1.2 12900 Trails land Road moilboxwoo eaeit stneMre.
7 12810 Trailt End Rad Mttall widertad drive(aligim IS SY)for nail delivery.
EXWA II,. 11 CMP(appmx.IS t F)sad WAUN arrdMW drive(epprox.tS SY)Cor+poll
4 128106 Trade End Rad delivery.
Ex and 194ncb CMP(approx.IS LF)and ms"wickned drive(opprim. 13 SY)for amt
3 12718 Tali!End Road delivery.
6 12702 TYaI6 End Rad fr W widened drive(apps IS SY)for tad dekwory.
7 12410 Tmib EW Rad lnsmU widened drive(approx,15 SY)tar maul debt ary.
ExWW Ildmdr CMP(approx.lS LF)and install widened drive(sppimt IS SY)ror raml
E 11514 Tnek rod Rand delivery.
9 10404 Trails tad Read Magpmt was mol tmovcd. ratan widened drivt(approx i S Sin fbr amt ddivery
10005 110001 Trans
10 end Rad arum widened drive(approx.IS SY)for mail delrrery
11 9819 Trails Cad Road Wan widenod drive(approx_I S SY)ror aril delivery.
Refer to the attached photographs and typical mailbox seem sketch. Please provide a unit cost per SY for the
widened drives,assuming approximately IS SY per location x 1 I bcaliom and a unit cost per LF for the
culvert extensions,assuming approxirtmtely 15 LF per location x 3 locations.
If tax proposal is accepted,a change order will be prepared for the work. If you have any questions,picasc do
not hesitate to contact nx at 512.3143182.
sincerely,
JACOBS ENGINEERING GROUP,INC.
Glean A.8 ' P.E.
Senior Project gineer
XC: Mice Thus,P.E.,BCRUA
Natalie Witliatm,BCRUA
K 1'cbagye propmtl rcqumU%CPR 1114 doe
Jacobs Engineering Group Inc.
.JAcoBS 2705 R3300Austin,Texas 7874646 U.S.A.
1.512.314.3100 Fax 1.512.314.3135
March 4,2011
Michael F.Thuss,P.E.
Construction Manager
Brushy Creek Regional Utility Authority(BCRUA)
1906 Hur Industrial Boule"M
Cedar Park,Texas 78613
Re: BCRUA Raw Water Pipdine,Phase One-Contract 1
Change Proposal Request 016
Dear Mr,Thuss:
Based on the information submitted by S.J.Louis as Proposal#1 (dated 1121 r 11,copy enclosed,which is also
referred to as CPR#16)and the discussion following the March 7,2011 construction meeting,it is the
recommendation of Jacobs that payment for CPR#16 should be made as fopows:
Materials I Misc.
1. 1.75'of 78"pipe from NW Pipe S 172.99
2. 1-78"butt strap $1,070.67
3. 78"welds from Custom Welding $1,000.00
4. Weld testing from MWM Testing S 200.00
S. Mortar Joints S 40.00
Labor
6. Excavator Operator(3 hour) $ 100.60
7. Loader Operator(3 hour) S 103.85
8. Pipe Layer(3 hours) S 90.30
9. CAT 385 Excavator(3 hour) 51,079.31
10. 966 Loader(3 boars) S 299.41
Sub-total $4,156.13
25%OH&P S 1.039.03
Net Contract Change $5,195.16
If you have any questions or need additional information,please call.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
Gleno A.Bridges,
Senior Project Engineer
XC: Jenn Higby,BCRUA
Natalie Williams,BCRUA
w/enclosures
K: =wvact N=apmdaweiWXRUAICPR 016 kna 00M]Ldw
Jacobs Engineering Group Inc.
Proposal
Arama Propria!Aro. Daa
Raw Water Pli wine Phase One-Contrad 1 1 1/21111
R"Wrsd Ry 7Fanxr UlodBy
W.Glenn Bridges,P.E. Curtis A.Ostrander,P.E.
Jacobs Engineering Group,Inc. Project Mormer
2705 Bee Cave Road,Suite 300 Slpnatrxr
Austin,Texas 78746
DowdoWn or Charw
This proposal addresses additional costs associated with the tie-in at station 284+75.71. After excavation it was
discovered that the existing 78'steel pipe was actually 1.75 LF short of the planned tie-in location(actual tl&4n
station-284+78.48). Due to the added length additional materiels,welding weld testing and 3 hours of crow
and squ4ment time were required to make the final tie4n.
NOTES:
-See attached breakdown sheet for specific additional costs assocdeted with the 78"tie-in
AN worldmateriais not specifically described herein are mckided.
&wkdmnofPmposa(
Mom Unit I Cly. UnitS I ToW Cast
NEWADWKML MAS'LMOR&ECUWWW QED FOR LS 1.00 S 8,716.88 S 8,718.30
TIE-W OF THE 78'STEEL WATM MAN
SUBTOTAL S 8,718.08
28%OH&P S 2,170.12
Not Con&Wt ChWV $ 10,891.10
REC?UESTM ADDMMAL CALENDAR DAYS 1
S„IL Lout CwmWLv►on Aofiarr
!ss Y.Whitman S.J.Lours Cordon of Texas Ltd.
L'�� : , : i C:�IIi��O�������������0�3 yam• �:•.1::iT�
VIA
DIM
C14yi4y Tl
�� �'� Q�'{'Y�l������������'��L�::�!':•717.CN}:eL:•:ITt�I
E?UMM"E ''';:psi
��„[b�i�r�;�+�.;�.y ,'4�-• � [:J���������r������C3�G�t ]fir'.
CY�[[SY7,�l�?i':'•'. �` ,t [I:IYe7i��®�������������G3C�T� "
S1UKW OMET-LA90P.EQUIPM@Nr,MATERIALS(W STEEL PIPE 7te uq
. '.�^'s'•5=.�'Y+! fas. Aft77-
owswim mIuhm comb A t��Y.aaor bw am fTOTAL,sr
NWPCo, M
3 9S.lS OF !`STEEL PPE 1SOP31 e' l'-' 'Tri j 1729
1.76 3 / O9 .:�' r
f 1,070.67 EA STEEL BUTT STRAA = 1, 87 r r
CWOM WELDM f 260.00 EA 7r WEIAS i � .; J " i 1,07057
.: f::.
MWM TE3T0.1G 4 S 1 00 .!s '.r'K+- " r-^a 6 1,00000
i 30.00 EA TESTING `�t,
4 = 20000 $ 200 00
3JL i 20.00 EA MORTi�RXMI S ;` Y'�• ),
4000
i
,�l1C�1'fi'T{!'. �: .. ,tT t.t' ;;�15,,'�"�:, �: r►]�• 4 ��• I'f• l.Ni.M f .r rFr
TOTAL
�T
f •TM.p
FR] Northwest Pipe Company CHANGE ORDER
361 LOW94ORN RD SAGINAW.TX 76179
TELEPHONE(817)547-1402 FAX(817)232-0372
S.J.Louls Constnsction of Texas,Ltd. Change Order#8
Attn: Curtis A.Ostrander,P.E. Sepbamber 21,2010
8862 Lorene Street AddMortal 80.128" ID x 0.383"TK buttstrap
Suite 200
San Antonio,TX 78216
PH:210.340.9988
MNP Order M 77023 SAP#:SA-09.915 13CRUA•78"Raw Water Line
byz-tillaal
GUMMY 0e204iifon O*Pace Amwnt
1.00 80.126"ID X 0.397 TK Burp $1,070.67 $1,070.87
rotas $1,070.97
Rernerks:
Please sign and rohn one copy of this Champs Order attest indicating you acceptance of the
cost.We will need We r*nmad prior to the start of fabrication.Al Terms and Cond lone per the
aripinsl Confimlina Scope Leder shalt apply.
Thank You
Accepted by- Date:
Customer Name/Tire
NVYP Track Record 0 2311009 Prinled Sep 21.2010 1:27 PrA 1011
S.J.LOUIS CONSTRUCTION OF TEXAS LTD.
9882 Lorene St.,Suite 200 2 10040-9998 Ofee•210640.9997 Fax
San Antonio,7X 78216 Equal Opporhx*Empioyer/Co*wW
January 18,2011
Mr. Glenn Bridges,P.E.
Jacobs Engineering Group,Inc.
2705 Bee Cave Road,Suite 300
Austin,Texas 78746
Re: Brushy Creek Regional Utility Authority(BCRUA)
Raw Water Pipeline,Phase One—Contract 1
Claim#3-Trails End Road Changes
Mr. Bridges:
Please consider this letter a claim for additional cost incurred by the roadway
subcontractor, Site Rite Construction Group(Site Rite)associated with the grade changes
to Trails End Road.
The attached Trails End Downtime worksheet from Site Rite shows their cost for the
downtime associated with the work stoppage issued in Field Order#17 issued by Jacobs
Engineering Group, Inc. and the Brushy Creek Regional Utility Authority on December
14,2010. The total costs shown associated with Field#17 Order is$12,012.00.
The attached Change Order from Site Rite accounts for the additional work that Site Rite
was required to perform when the revised Sheets R11 and R12 were issued as Field Order
#18. As shown on the Change Order,additional excavation and haul off was required for
the area between Station 70+50 to Station 85+00. The total cost shown associated with
Field Order#18 is$13,590.40.
The total cost of Site Rite's work associated with this claim is$25,602.40. The SJ Louis
markup of this work amounts to$2,560.24(10%). That brings the total of Claim#3 to
$28,162.64.
Should you have any questions or require additional information, please do not hesitate to
contact me.
Regards,
S.J.LOUIS CONSTRUCTION OF TEXAS LTD.
Curtis A. Ostrander,P.E.
Project Manager
SITE RITE CONSTRUCTION GROUP
TRAILB-END DOWN TIME
TO: JEJ L[ ft C0M61RU671DN CONTACT: CUXTIS OSTRANDER
ADOR[R\: 9067 LDR[NA 6Tw[[T rHON[: 710.340.9996
SAN ANTONMI.TX 7631 D FAx: 310-D 90-2076
EMAIL:
PROJ[OT NAM[: RAK.IN,R9A0 EXDAYATIDN DID#:
'ROJ[Ci LOCATION: C[OAR RIARK,TX ■ID DAT[: 1/41201 1
OEicwIPT1pN AMOUNT
SITE WOR[
MONTHLY PRICE OAT PRIDE TOTAL DAYS
1 MOTOR GRADER 6000 295 I1 $ 3,245.00
2 LOADER 4500 215 11 • 2.305.00
3ROLLER 4000 191 11 $ 2.101.00
4 WAT[R TRUCK 3000 143 11 • 1.573.00
5 •ADK•HOC 2000 95 11 $ 1.045.00
6 CXC.AYATOR 32012 153 11 • 1.063.00
NOT[:THERE A [21 CALENDAw DAY TO A MONTHLY CYCLE
NOT[: I 1 DAY:RDOWN[X.Woto MO.CAVS
TOTAL 12.012.00
ACCEPTED my' DATE:
SITE RITE CONSTRUCTION GROUP
406 FANNIN Avc
ROUND ROCK,TEXAS
❑—icE:51 2-394-5460
FAX!5 1 2-057-1143
SITE R/TE CONSTRUCT/ON GROUP
CHANGE ORDER
TO: JSJ LtWls CONSTIIUCTION CONTACT: CURT■O[TRANOtR
AOOR[ss: 9869 LOR[NA 8TR[[T Z.at 910.340-9998
SAN ANTONIO.TX 70216 r": 210.680-2878
[MAIL:
PRw[CT N—c: TRAIL ENO ROAD rXCAVAT+ON Gro I: CO
IBR OJ[CT LOOATION: CCDAR rARK.TX DAT[: 11/4120113
Uw UN •Bmt Aram
WarIR OpwrtitTBO
[RCAVATION RO&O AY STA 70+50 TO 05+00 047 CY 07.00 05.929.00
[NMNFM[HT W-MA l CY 03.45 00.00
SPOILS NAUL OK 1356 CY 05.65 $7.661.40
imT l MOBM.IZATBON L256.000.00 50.00
^00MONAL MOBN ZATI9N CA 3130 00.00
TOTAL 013.590.40
SITC RITC CON BT4UCTION OPOYO
408 P-11"AV[
R....Race.Tca..B
0--51 2-394•SA6D
r-5 1 2-BS7-1 1 43
BS 2705 Bee Cave Road,S 300
A
Austin,Texas 78746 U.S.A.
1.512.314.3100 Fax 1 512 314 3135
February 18,2011
Curtis Ostrander
S.J.Louis Construction of Texas Ltd. (S.J. Louis)
9862 Lorene St., Suite 200
San Antonio,Texas 78216
Re: Brushy Creek Regional Utility Authority(BCRUA)
Raw Water Pipeline,Phase One-Contract 1
Claim#3
Dear Mr.Ostrander:
This is in response to your January 18, 2011 claim for additional costs incurred by the roadway
subcontractor, Site Rite Construction Group(Site Rite)associated with the grade changes to Trails
End Road.
The information from Site Rite that is enclosed with your January 18 letter requests payment for 11
days of down time. Additional information listing the dates of the 11 days being requested was
received by Jacobs on February 17. In reference to the dates that were listed,our records show the
following:
1. Day 1 --Tuesday,December 14:Field Order#17 was issued to temporarily prevent
additional subgrade preparation from Station 69+00 to Station 84+00. However,work was
allowed for detour removal, driveway construction and other tasks.
2. Day 2—Wednesday,December 15: Work was allowed for detour removal, driveway
construction and other tasks.
3. Day 3—Thursday,December 16: Same as Day 2.
4. Day 4—Friday,December 17: Same as Day 2.
5. Day 5 --Monday,December 20:Field Order#18 was issued,which included revised Sheets
R11 and R12. This allowed subgrade preparation to continue to Station 85+00. However, it
is recognized that factors such as coordination of new survey cut sheets due to the revised
drawings could have resulted in a period of down time for Site Rite.
6. Day 6 --Tuesday,December 21: Same as Day 5.
7. Day 7—Wednesday,December 22: Same as Day 5.
8. Day 8—Thursday,December 23: Same as Day 5.
9. Day 9--Tuesday,December 28: Site Rite not working due to end-of-year break.
10. Day 10—Wednesday,December 29: Site Rite not working due to end-of-year break.
11. Day 11 -Thursday,December 30: Site Rite not working due to end-of-year break.
Article 10.5 of the General Conditions of the Construction Contract states:"The Contractor shall
receive no compensation for delays or hindrances to the Work. If delay is caused by specific orders
given by the Owner to stop work ... then such delay will entitle the Contractor to an equivalent
extension of time, the Contractor's application for which shall,however,be subject to approval of the
Owner." Based on the above records for the 11 days submitted as down time,it is the
recommendation of Jacobs that an extension of time should be granted for a total of 4 days(Day 5
through Day 8,as listed above).
Jacobs Engineering Group Wc.
The January 18 letter also includes a request for additional excavation and haul off required for the
area between Station 70+50 to Station 85+00. A memo and updated roadway quantity summary table
was submitted at the February 7,2011 construction meeting,showing proposed revisions to
excavation and embankment quantities for Trails End Road(copy enclosed). If this updated summary
table is accepted by the BCRUA and S.J.Louis,a change order will be prepared accordingly. It is the
recommendation of Jacobs that the change order should include payment for the additional work from
Station 70+50 to Station 85+00,based on quantities shown in the updated summary table.
If you have any questions or would like to discuss this further,please call.
Sincerely,
JACOBS ENGINEERING GROUP, INC.
Glenn A.Bridges,
Senior Project Engineer
XC: Mike Thuss,P.E.,BCRUA
Jeff Bell,City of Round Rock,
David Dial,D.L.Dial&Associates
Jennifer Higby,BCRUA
Natalie Williams,BCRUA
KA050844\constructionkontract Ikorrespondence\to SJ Louis\letter re Claim#3 02171 Ldoc
Jacobs Engineering Urota)loc
JACOBS 1705 Bee Cave Road,Suite 300
Austin,Texas 78746746 U.S.A.
1.512 314.3100 Fax 1.512.314.3135
March 4,2011
Michael F.Thuss,P.E.
Construction Manager
Brushy Creek Regional Utility Authority(BCRUA)
1906 Hur Industrial Boulevard
Cedar Park,Texas 78613
Re: BCRUA Raw Water Pipeline,Phase One-Contract I
Change Proposal Request#20
Dear Mr. Thuss:
Based on the information submitted by S.J. Louis as Proposal 94(dated 2/21/11,copy
enclosed,which is also referred to as CPR#20),Jacobs hereby recommends acceptance of
the proposal in the amount of$4,853.45.
If you have any questions or need additional information,please call.
Sincerely,
JACOBS ENGINEERING GROUP,INC.
Glenn A.Bridg ,P.E.
Senior Project Engineer
XC: Jenn Higby,BCRUA
Natalie Williams,BCRUA
w/enclosures
K:1050WCW3Uuclfonlcwt=t 1lcorrespMkMe%L08CRUAVCPR 020 WW 040411 ADc
Jacobs Engineering Group Inc
PROPOSAL
pivect Name Proposal No. Date
Raw Water Pipeline Phase One-Contract 1 4 2/21111
Response Requires!By TrariwWttad By
Mr.Glenn Bridges,P.E. Curtis A.Ostrander,P.E.
Jacobs Engineering Group,Inc. Project Manager
2705 Bee Cave Road,Suite 300 Signature
Austin,Texas 78746
Description of Change
As requested this proposal addresses additional costs associated with driveway revisions on Sheet R22 as
described In Field Order#21 (see attached)
1.Station 4+04:See attached breakdown for details regarding installation of additional 18"CMP
2.Station 4+04:Dimensions of ACP driveway reduced therefore Sid Item# 4.17 will be executed to reflect the
appropriate SY when installed.
3.Station 4+25:Additional SY of ACP driveway(48)will not overrun quantity due to reduction at station 21+20
4.Station 21+20:Dimensions of ACP driveway reduced therefore Bid Item# 4.17 will be executed to reflect the
appropriate SY when installed.
NOTES:
Items 2-4 above wIN be paid at established unit price(Bid Item 1114.17)as measured in pace
All work/materials not specifically described herein are excluded.
6rwkdown of proposal
Item DosewIption unit Qty. unki TofalCost
NEW ADDITIONAL COSTS AS DESCRIBED ABOVE LS 1 $ 3,882.76 $ 3.88276
SUBTOTAL S 3,882.76
25h6 OH3P $ 97069
Net Conbast Change $ 4,863.46
REQUESTED ADDITIONAL CALENDAR DAYS 1
S.J.Louis Construction Action
c
Les V.Whitman S.J.Louis Construction of Texas,Ltd
SUMMARY SHEET-LASM.EQUIPMENT,MATERIALS(3TATKNi 4+04)
A 8
Hours WorkW Rete T MM :. t' -�.;: 111"Ret senew TOTAL
Tool Tobi Moe •" `� - +, Anwmt A+D
JUAN LUNA CREW CLEAN UPC
1.
JUAN LUNA i 64.00 10.0 100 $ 540.Q0 : rr 59AM 323.48 883.48
S 23.00 tO.D 10"0 S 230.00 "s ;`I� 46.80% 105.34 335.34
Traaw I swe s 16-OD 10.0 10.0 S 150.00 L} - 'Y 4 ' ''. 50.5096 75.7'5 225.75
t is 16.00 I 10.0 I I I 1 18.0 s 150 00 , � , ','ii,' 50.50% 75.75 1 225.75
nwnt
Alas S 95.00 0.0 S
S x5.00 0.0
$ 1.070.00 : 1�osr
A
Hou*Wort" Rab Thaw "t, ,.`.s-�_ TOTAL
6quiymant
Rate_ TOW TOW A
CAT 416 TRACT 3 35.73 10A 1 D.0 S 357 30 ; } '; _° ; 357.
BOX BLADE TRACTOR s 31 73 10.0 10.0 31730 { 317.30
F25D TRUCK s t3.s1 w 0 X10 Q 135.'0 ~• 135
•iC- ,, S 1L`�~.7C
.10
s cos s 60l.f0
maleealeIMac.costs A ' f �uqJ
Vendor or Mm no. s M Description Quan*yr$ 6
l� ' {'' 1 A
HILL COUNTRY CUL $ 15.55 LF 18"CMP 70 $ ` ." , �k� 'I s 1,068.'50
HILL COUNTRY CULVE $ 31.50 EA 16"SETS 2 S 63.00
FULL.COUNTRY CUL S 23.32 EA 18"CONNECTION BANDS 5HO SUPPLY S 3.50 LF 2"POLY PPE 10 35.00
116.60
HD SUPPLY S 5983 EA2'COMPRESSION COUPLINGS 2 ? L $
1 966
S i �: $ -
S
$
�q. j$ 1,422.76 Is 1,417.7!
TOTAL
Cm
S 5,6�2.7s
HILL CaU NTRY 1209 AuMn,LaTX 78734
CULVERTS, INC Phone: 5;2-33�•0�563
Quotation QUOTE t q92-8-11
BID DATE. 21912011
PROJECT: BCRUA Raw Water Pipeline CUSTOMER SJ Louis
LOCATION: Ceder ParK Texas ATT: Sam
DUAMETER DPs.SCRj"— ON ou, UN(T PRICE
i -
18' Glav CMP 18 GA 2 213"x112" 70 a 15.55 a 1,088.50
W/4-1 Bevel Cut CheW 2 a 31.50 a 83.00
Banda 5 i 2332 i 118 W
s -
Delivery Included i
a
a -
s -
s -
s -
s -
s -
a -
a -
s -
s -
a -
s -
s -
a -
a -
a -
a -
s -
s -
TOTAL s 1,Z io
PRICE INCLUDES DELIVERY TO J06SITE
PLEASE ALLOW ONE TO TWO WEM FOR DELIVERY
PRICE GOOD FOR 30 DAYS AFTER QUOTE DATE
PRICES ARE BASED UPON LOCAL MINIMUM STANDARDS ONLY,
CONTRACTOR TO VERIFY WITH PUNS AND SPECIFICATIONS
GARRETT GEORGE-SALES REPR MWATIVE
834-832-4987 phone/512-57-1258 Elax
l&=ABRLSHYaS( Fidd Order#21
P GIOnAI tfTa rlr AUTHOrtrlrlr
Project Name:SCRUA Raw t VOW Pipakee,Phase One—CarArW 1
Contractor. S.J.Louis Cotlstruaion of Texas Ltd.
Address: 9862 Lorene Street,#=
Sart Anbnic,Texas 78218
Apr: Curtis ChirwK*.P.E.
Revise the driveways surtlma y on Wiest R22 as
1. At Station 4+04(RTJ add apprrndrrtid*80 LF of 18-Inch CMP(Bid Item 4.41),extending from exisdnp
1 e-tnch culvert at ct wa"at Statba 4+40 to south"of driveway at Station 4+04. Field locale
existing w@W tine,which mmy need to be retocwted to acorn nodde Mlstal add of 18-nch CMP.
2. At Station 4+40(RT),revise the bngth of the concrete drivevray tram 29 Fr b 18 FT.and rorise the
area from 62 8Y to 27 SY. AO
3. At Station 4+25(in add one(1)ACP ddvewa r with wkhh of 14 Fr,Nngth of 20 FT and saw of 48 SY,
4. At SWion 21+10(RT),revise driveway station to 21+20,revise width from 30 FT to 12 FT and rrAn
area from 122 SY to 47 5Y.
By Gilson A.Bridges. .E.
JaooW Enginesdng Group.kr—
DAL02-01-11
D gkalty signed by hnniisr
'}4t L
Hig*
Date:201102.01120=
-WW
By WhaN F. .E.
SCRUA
Dab:
By:Curtis .6.
S.J.Lonia Construction of Tions,Lid.
Dabs