HomeMy WebLinkAboutContract 41904-CO1 DISTIUBUTION:
WHITE.FILE CITY�F FART WORTH
CANARY-CONSTRUCTION FILE SECWAW ,
PINK-PROJECT MANAGER CHANGE ORDER REQUEST Cffy
GOLDENROD-
CONTRACTOR RACT
NO
CHANGE ORDER NO. ONE DATE: July 26,2012 D.G.E.NO.(NIA) PROJECT NO.01622
Ay 0oo
VT
0,
PROJECT DESCRIPTION: EAGLE MOUNTAIN WATER TREATMENT PLANT CLEARWELL#3 0� v1
CITY SECRE � NO,0
4 v
v
ORIGINAL CONTRACT AMOUNT.......................................................$2 965 250.00 � � 04 AM*W by*
EXTRAS TO DATE .....$0.00 a Ay
a vv�v XY
CREDITS TO DATE.......................................................$0.00
M*CONTRACT COST TO DATE.................................................................................... ... �. ," 1
......................................................................... .... ....... .00
AMOUNTOF PROPOSED CHANGE ORDER.............................................................. .,.,............................................... ........................................$3,394.00
REVISED CONTRACT AMOUNT.....................................................................................OFFICIAL.RECORD ,
................................1.... 2 968.644.00
ORIGINAL FUNDS AVAILABLE FOR CHANGE ORDERS....................................... 0 SECRETARY ...............$0.00....... .ADDITIONAL FUNDING(IF NECESSARY).......... ...........,....,............................... ..................................W0RTH1.TX----.1.......................................$3394.00
REMAINING FUNDS AVAILABLE FOR CHANGE ORDER......................................................................................................................................$0.00
IN ACCORDANCE WITH THIS CHANGE ORDER,THE CONTRACTOR SHALL: modify/change the contract as shown below to provide a complete,functional,and
operational inlet/outlet piping and 3.5 million gallon clearwell reservoir at the Eagle Mountain Water Treatment Plant.These changes are as listed below.Further descriptions
and cost breakdowns are attached.
Change Order No. Ito the Eagle Mountain Water Treatment Plant Clearwell#3 Project consists of miscellaneous items identified during the course of construction by the
Engineer,Inspector,and Contractor requiring modification. Proposed changes include both deletions and additions to the scope of work.
1. CPR-01,Manhole Material Substitution--modify the precast concrete manhole sections design(CREDIT)..... .,......................$836.00
2. CPR-02,Wetweli Float Switch Deletion—delete two float switches from the clearwell drain box wetwell(CREDIT)..............................................$1,085.00
3. CPR-03,Piping Modifications—Remove dish head plug and repair joints on existing piping(COST).....................................................................$5,134.00
4. CPR-04,Fire Hydrant and Valve—Delete installation of a fire hydrant and isolation valve(CREDIT).....................................................................$2,002.00
5. CPR-05,Install clearwell overflow wing wall,sidewalk,additional grading(COST).................................................................................................$5$183.00
6. COMPENSATION FOR STAFF INSPECTION TIME BEYOND CONTRACTUAL TIME PERIOD(CREDIT)....................................................$3,000.00
NET ITEMIZED CHANGE ORDER TOTAL...............................................................I................ ..........$3,394.00
In addition to the costs of this change order,during construction the Contractor has identified and requested a total of 37 rain days,as well as 7 calendar days for completion
of the extra work identified in CPR-03. The additional 44 calendar days requested by the Contractor extends the substantial completion date from March 31 to May 14,2012
and the final completion date from May 30 to July 13, 2012. Substantial completion was achieved on June 27, 2012, and final completion is pending receipt of final
paperwork. As a means of compensating the City of Fort Worth for the additional time required for completion of the work,it is proposed that the Contractor credit the City
through this change order for the city staff field inspection time performed after the May 14th in lieu of the liquidated damages contained in the construction contract. It is
estimated that the city inspector spent 100 hours at the construction site from May 146 through the date of this change order. Assuming an estimated salary rate of$30.00
per hour,the Contractor agrees to credit the City$3,000 as part of this change order for the additional inspection time required beyond the contractual substantial completion
date.
Staff has reviewed this change order and is in agreement with the scope of work, the costs associated with the work, and the modification of the contractual time.
Documentation providing additional information for each itemized change is attached to and made part of this change order.
It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full
(both in time and money)for all costs arising out of, or incidental to,the Change Order.
ORIGINAL CONTRACT TIME ADDITIONAL APPROVED TIME TO DATE APPROVED CONTRACT TIME ADDITIONAL TIME FOR THIS CHANGE
TO DATE ORDER
330 Calendar Days None 330 Calendar Days 44 Calendar Days
CONTRACTOR DATE PROJECT MANAGER DATE L&L/
��
,.�
MANAGERICONST.SER. DATE DIRECTOR/MANAGING PT. D
DIRECTORICONTRACTING DEPT. DATE CITY A DATE
Y-6t ! -
CITY MANAGER DATE COUNCIL ACTION(IF REQUIRED): Vlk
DATE
M=WNWO 1Z ❑ APPROVED ❑DISAPPROVED ❑ OTHER
08--09-12 P12 : 03 IN
CONTRACTORS
SUPEPJOR SERVICES WITTHAA,EYcEPT"IQNAL TEAM
June 25, 2012
Christopher Harder
City of Fort worth
1000 Throckmorton Street
Fort worth,TX 76102
Subject: Weather Days
Mr. Harder,
This letter is being sent to formally request that the City of Fort worth consider the attached list of
weather days in regards to the extension of time and the contractual substantial completion date for the
Eagle Mountain Water Treatment Plant Clearwell Number 3 project.
1 have attached our initial informal email with this information, as well as a copy of the list of days we
received precipitation during the excavation of the Clearwell No. 3. The attached list of days only
includes the actual days we received precipitation,and is not necessarily inclusive of the production lost
on subsequent days due to mud or dewatering activities. AUI believes this to be a fair account of
weather delays to be considered for a formal contract extension.
All data can be verified on www.underground.com.
If you should have any further comment, please contact me direct at 817-926-4377.
Sincerely,
k
F
Philip Bennett
Project Manager
AUI Contractors
4775 North Freeway■Fort Worth,Texas 76106■P:817.926.4377■F: 817.926.4387■www.auicontractors.com
PhiflE Bennett
From: Philip Bennett
Sent: Thursday, April 05, 2012 11:33 AM
To: 'Harder, Christopher'
Subject: Schedule Update (3-31-12)
Attachments: EmwrP (3-31-12).pdf
Chris,
Please see the attached schedule update. Please see the below noted items that have been added:
1. l included all.the week days that we have received precipitation, but have not tied these into the logic yet(37
week days).
2. -rhe progress is only updated through the end of March 2012,and does not include any progress for this week.
3. The schedule is showing to be about 17 days beyond the substantial completion date. We hope to pull it in
some this month by improving the duration of the pipe installation activities and concurrently doing some of the
work activities for the Drain Box#2 and manholes.
If you have any questions, please let me know. l hope we can discuss some of the weather days 1 have listed at a future
time. These can be confirmed at. w.wundeEgrr und.com if you would like to see the weather history.
Thank you,
Philip Bennett
Project Manager
Superior Services with an Exceptional Team
AU Contractors LLC
4775 North Freeway,Fort worth,Texas 76106
M 214.63 6.2142 P 817.926.4377
For our confidentiality statement,click here.
1
o �
D
I ;
'. ....
[
i
...................... ...... .... .
]Z N
S LO
fm
fL
iLO
I
i
I
C
.. 4'J�' C C7 �pp d C C:� J :J O G} _ 4 �b S7 � C7 C „ .'� C ,C,-'. h ,y^• ...
?:['7 c7 [^['>r•• r7.�i t�.. M:c's r�: ,. c� ^^r r^ c`^, '� r7 r= L7 ., ;7 t^, i� t� �
.:'f�:: 1J N N"v N:V [1 :•e it N [+. :1 :� [\ i J h [[ �r l-.[1-k IN [ti N C i }. N Lr ''-1 h LF •"i Q¢ ¢ `'''• a C _ Q 4 ¢_, Q Q Y_
r v� � :Y"-:=:� Y r- ll � r y
.. m R :L M � ti 7 _R %m M L3 '—r R m @ R a '' G r9 r,. M r' R M x m '[ T A R M Y -3 z-t 1— C CH y 1 rI y Il.7•— -
n � C3 m�q7• � > �J 3� 7� j L
Y t f
C.
dT, 6 Q -
': i'J o r .- rJ
.t N s' 54 N :a S. N [1 !�. -•i S''1 1 r'i !ti N N 'J N ;Y L-.: [V N r. N :'�`�•Q Q_:??:;-;i•'"Q C Q B Q ¢ Q a s� 4 Q Q Q¢C [(�
2 x a c ,m ti m %c m a m 03 %T m 7 =e s i _ _? �"a'1 i i i
il Cw;
c 4 C Gs ? .] 4 4 L G L= G 6 6 6 d LA,�:
h [^ [•'!^J .. �. c� cn c+^r".�r r7 ['] r: :-� [^. L�. . [•] [h :3 .z C`— — — V —
cn.ti:r[u7 t.7^ to c ,to Lp h j.- W.r.
c(F n r — .-r N r
bt
d
C7
...... m ru'J
iii Sr. •� ;� a
ll .- — `V N - - N - N N N � N:-- •L f•.: C �� R t �, F
LL r f
L: C'1 4 L� tC O: C]tC' � �, C .^rj,.,•'.��:J r' 3' � & �V, �
■ :�:m'.7• L^- N:^i c�n r�I n � � t..
[ 1 1 i
rte_T 7 ?.].r T 7.7. 7. }.T }.A 7+ 7+ 7 a i• 7 7. 7• Y. T. �. 7. a. 7. y. 7 T Y.i C 2:43 CL- S ¢Z C
. :}.�"--m l3 T W [G 1!! m [E [9^W 'i1 fC M1 � T. [6 L9 r r' LF r tE m r cy oC T. 'Y. W T, T 16 l[ Fl q g .'
G a a 0 0 0.G G G a 8 G G O .� to G C G G G a n G�. G G C Q :� C G G O +� L7 G a� a � �'•�,�T y a m c � �_'��
�-E S r c r_ r_ s r. r c r. Z. r r, c. r r_ c _ c c_ r_ c c r. r. r c c. � C r r.. r.
— — ( } n
m S r"- m m rJ W W [a T T A A T [D 6 I [F ti * n7 r [O n IO tC tS M, R T A iE A 17 r, � �,e W 61 0 q (,Y� `
w�C 1 tY x [C x w Y C fl a, Ci C x [C 4 x C[. � x �� 4C C x fZ a. cT � � C Z ft [L � `-�'2 S w LJ 0 v CS W LL4 Lu 1 L' r C7 C C
0.... _ C
,••!v .7 t[y r O t7 a t] �:[7 O C] C: y C [S t`[-7 [7 ^ G CS C 7 C.` C N'L Q
tT W T C: _ .xi t-�; tT L w - [>- (91 C �'V L': IO n .'V G [r:n P} [�9 rT CI M [ry RRR h c+!+r9 Y]
C `N N N�'J r r r r [; N •,[ N :J N CU L'
f Q
S
`-;
.....,,,,•.>.. '::;2;222.:+222: <.`C�'' 1'-:=.=:=„ ic:.'E:s+:>:..,���:' E,
sxx:+
k
Ox
_ .: : ..»» .......»:. ..----.......:.. ..,---'---..�.C........:.................,:...:...:::............t... r/.........r�.R?-., ..r.:.::;<. =�i�n`'';5:�'S':'•:�s=:i:�:. .>�'. -:r x,....�::». nr��:✓./,'.
L
FORTWORTH
July 2, 2012
Mr. Philip Bennett
Project Manager
AUI Contractors, Inc.
4775 North Freeway
Fort Worth,TX 76106
RE: Substantial Completion— Eagle Mountain Water Treatment Plant Clearwell#3
Dear Mr. Bennett:
This letter serves as an acknowledgement that substantial completion has been achieved on the Eagle
Mountain Water Treatment Plant Clearwell#3 Project, with the effective date of June 27, 2012.
Accordingly, please coordinate with Mr. Mike Hill to schedule an inspection of the project for the
development of a punch list for final completion. In addition, please submit all operations and
maintenance manuals, including equipment startup reports and warranty information,to the Engineer
for review as quickly as possible.
This project is behind schedule, so your efforts towards a quick close out of this contract are
appreciated.
Sincerely,
14 6t"t-4L
Chris Harder, P.E.
Project Manager
CC: Chad Ba rtruff, P.E., CD M Smith
Mike Hill, Project Inspector
WATER DEPARTMENT
PRODUCTION DivisION
THE CITY OF FORT WORTH * 1511 11 TH AVENUE * FORT WORTH, TEXAS 76102
($17) 871-8255 * FAx (817) 871-8410
Panted on recycled paper
FORTWORTH
October 4, 2011
AUI Contractors
4775 Forth Freeway
Fort worth, Texas 76 106
Attn.: Mr. Philip Bennett
Project Manager
EAGLE MOUNTAIN WATER TREATMENT PLANT CLEARWELL #3
RE: CPR-01 —Manhole Material Substitution
Dear Mr. Bennett:
RFI-1001 requests that the Fort North Water Department consider utilizing ASTM C-478
In lieu of ASTM C-76 as the material design specification for the manhole riser sections.
This substitution would affect two 10' diameter manholes, placed for access to 54"
diameter gate valves. The total amount of the credit offered by the manhole vendor is
$836.00, based on a unit price credit of$38.00 per vertical foot and an estimate of 22
vertical feet.
The Fort Worth Water Department accepts this contract change. Total credit for the
proposed change amounts to $836.00 with no additional time requested. This change will
be incorporated into Change Order#1 to the contract.
Sincerely,
aA
Chris Harder, P. E.
Engineer
Xc: Chad Bartruff, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TExAS 76102
(81 T) 871-8258 * FAx (81 7) 871-$414
Panted on recycled paper
co
NTRACTO
RS DATE: 07/15/11
TRANSMITTAL OF CONTRACTOR'S RFI
TO: C.P Nawal RF1 No.: 1001
Camp Dresser&McKee
Date Needed: ASAP
Project No.41904
Eagle Mountain WTP-Clearwell No.3
FROM: Phili Bennett File No.:
AUI Contractors
4775 North Freeway Specification Section No.:
Fort North TX 76106
Question:
In speaking with Hanson regarding the purchase of the
RCP material for the Manholes Number 1 & 2 as
specified on sheet CZ-1 and in NOTE 2, the
requirements call out the RCP material to meet ASTM
C-76, Class III (pipe specification) requirements .
Hanson wanted me to inquire if the RCP material could
meet the ASTM C-478 (manhole specification) in lieu
of the ASTM C-76 (pipe specification) designated?
See attached ASTM-0478 specification for manhole
material .
Solution:
The city of Fort Worth will consider this change
depending on the proposed Credit for using ASTM C-478
RCP material in lieu of ASTM C-76 .
Provide the proposed credit information.
r
r
r
By: Answered By:CP Nawa1 P.E.
CONTRACTOR(Authorized Signature) (Signature)
Date Answered:July 20,2011
Harder, Christer her
From: Philip Bennett[pbennett 0auigc.com]
Sent: Thursday, July 28, 2011 1:15 PM
To: nawalcsa)cdm.cam
Cc: bartruffcd)cdm.com; Harder, Christopher
Subject: Manhole Credit- RFI-1 egg
Gentleman,
Per RFI-1000 response, regarding the 120" diameter material to be used for Manholes #1 &2, we can offer a credit of
$38 per vertical foot of material (22VF) for a total of 536> to utilize the ASTM C-478 manhole specification in Rue of
the Class III pipe specified on the drawings.
Please let me know, once reviewed, if this will be accepted and I will get the submittal information together for the
chosen material.
Thank you,
Philip,Bennett
Project Manager
AUI Contractors
1
4e
FORTWORTH
October 4, 2011
AUI Contractors
4775 ]forth Freeway
Fort Worth, Texas 76106
Attn.: Mr. Philip Bennett
Project Manager
EAGLE MOUNTAIN WATER TREATMENT PLANT CLEARWELL 003
RE: CPR-02 —Wetwell Float Switch Credit
Dear Mr. Bennett:
Two tilt ball float switches are specified for the submersible pumps located in the
clearwell drain box to be used for a hi-hi water alarm. These float balls are specified in
Section 11319, "Submersible Pumps", and Section 13300, "Instrumentation and
Controls". Since the pump vendor is providing the float balls, a credit has been proposed
in the amount of $1,085.00 for the deletion of the two additional float balls from the
instrumentation and control contractor's scope of work.
The Fort Worth Water Department accepts this contract change. Total credit for the
proposed change amounts to $1,085.00 with no additional time requested. This change
will be incorporated into Change Order#1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
Xc: Chad Bartruff, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OF FORT WORTIH * 1511 11TH AVENUE * FORT WORTH, TEXAS 76102
(817) 871-8258 * FAx (817) 871-8410
Printed on recycled paper
A '
cm
Shop Drawing Review Comments
TO: AUI CONTRACTORS INC. FROM: CAMP DRESSER&McKEE INC.
4775 NORTH FREEWAY 777 TAYLOR STREET SUITE 1050
FORT WORTH TX 76105 FORT WORTH TX 76102
TEL. NO. 817 9264377 TEL.NO. 817 332-8727
CDM PROJECT NO.: 0515-80915
PROJECT: EAGLE MOUNTAIN WTP-CLEARWELL No.3
OWNER: CITY OF FORT WORTH PROJECT NO.: 1622
CONTRACTOR: AUI CONTRACTORS INC PROJECT NO.: 41904
TRANSMITTING HEREWITH:
DESCRIPTION: Instrumentation SUB NO.: SD-13300-01
FEDEX: PRIORITY STANDARD ECONOMY MAIL: EXPRESS PRIORITY REGULAR
OTHER:
DISTRIBUTION: CDM-DAL V CP&Y FWWD y/
GAI CDM-FTW V
SHOP DRAWING REVIEW
ENGINEER'S REVIEW RESPONSE REQUIRED
OF CON'rRACTOR
❑ Approved ✓ Comments ❑ Confirm
►/ Approved as Noted Attached
• Not Approved
❑ Resubmit
• Receipt Acknowledged (Not Subject to Engineer's Review or Approval)
The Engineer's review of this shop drawing is limited to the review of dimensions,
equipment and materials as presented in the Contract plans, specifications, and for
design concept. This review does not relieve the Contractor from errors or omissions in
the submittal or from the Contractor's responsibility of addressing any deviations from
the Contract Documents. The Contractor is responsible for the details and dimensions
of fabrication and manufacture, the means, methods, techniques, sequences or
procedures of construction and performing his work in a safe manner.
By Chad Bartruff, PE Date 08-26-2011
REMARKS NONE SEE BELOW SEE ATTACHED SHEET
COMMENT REVIEW REVIEW COMMENTS
NUMBER BY
1 LJR Ultrasonic Level device(LIT-17000)is Approved. Contractor shall coordinate installation with clearwell supplier.
As submitted the drain pump and sump pump packages are supplying all required floats(11216-01 and 11319-
41). As such,the PCSS does not need to provide these float switches as specified in Div 13 specifications. The
2 LJR General Contractor shall coordinate with the PCSS and provide credit proposal for consideration by the Owner
for the cost of the high-high level float switches shown on drawing 1-2. Owner may elect to have credit or
provide floats asspares.
5D-1 3300-01 Instrumentation
PAGE 1 OF 1 PAGES
BY LJR
t
Harder, Christo her
From: Philip Bennett[pbennett@a auigc.com]
Sent: Monday, October 03, 2011 8:49 AM
To: Nawal, CP
Cc: Bartruff, Chad; Harder, Christopher
Subject: Float Switch Credit
Gentleman,
Per the comments made in 13300-01, AUI Contractors can offer a credit of�1,085 for the float switches included by the
instrumentation provider. These floats are also being provided by the pump suppliers as well.
Please let'me know if the City of Fort worth would like these floats as spares (mentioned in 13300-01) or if these will
need to be credited.
Sincerely,
Philip Bennet#
Aro'e6ctM ana ger
C
Superior Services with an Exceptional Team
4775 North Freeway,Fort Worth,TX 76106
Office: 817-926-4377 Fax: 817-926-4387
www.auicc.com
Think Green,Live Green-Please consider the environment before printing this email.
NOTICE:The information contained in this communication is CONFIDENTIAL. It is intended solely for the person(s)to whom it is addressed. If the
reader of this message is not the intended recipient, nor the employee or agent responsible to deliver it to the intended recipient,you are hereby notified
that any dissemination,distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please delete and contact
the sender.Thank you.
Any views expressed in this message are those of the individual sender,except where the message states otherwise and the sender is authorized to
state them to be the views of any such entity.
1
�M
FORTWORTH
June 25, 2012
AUI Contractors
4775 North Freeway
Fort Worth, Texas 76 106
Attn.: Mr. Philip Bennett
Project Manager
EAGLE MOUNTAIN WATER TREATMENT PLANT CLEARWELL #3
RE: CPR-43 —Piping Modifications
Dear Mr. Bennett:
During the work to connect the new 54" clearwell inlet line to the existing filtered water
line, it was discovered that the existing pipeline contained an internal dish head plug
located approximately 150 linear feet upstream of the connection point. In order to bring
the new clearwell into service, the plug was removed using a cutting torch, which
required the Contractor to setup and maintain ventilation within the pipe in order to
ensure personnel safety. In addition, the Contractor repaired several joints of the existing
piping by placing repair grout where the existing mortar was cracked or missing. The
work was coordinated with plant operations and performed expeditiously by the
Contractor.
The Fort Worth Water Department accepts this contract change. Total cost for the
proposed change amounts to $5,134.00. In addition, the Contractor has requested an
additional seven(7) calendar days of contract time. This change will be incorporated into
Change Order#I to the contract.
Sincerely,
r
Chris Harder, P. E.
Engineer
Xc: Chad Bartruff, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TExAs 76102
(817) 871,8258 * FAx [817] 871-8410
10 Printed on recycled paper
AUICONTRACTORS
Superior Services with an Exceptional Team
4775 North Freeway,Fort Worth,TX 76106
Office: 817-926-4377 Fax: 817-926-4387
www.aui ac.coin
CHANGE PROPOSAL REQUEST NO: 3
PROJECT: EAGLE MOUNTAIN WTP DATE: 25-Jun-12
CLEARWELL NO. 3
CONTRACT NO 41 904
ATTENTION: CITY OF FORT WORTH
1 000 THROCKMORTON
FORT WORTH, TX 76102
IATTN: CHRIS HARDER
Attention:
The following change in contract on this project is proposed:
A breakdown of cost SHALL be attached.
Work shall not commence until authorized by the OWNER.
Description of the Proposed Change & Clarifications
1 REMOVE EXISTING PH 2 - 54" DISH HEAD PLUG AT INLET LINE TEE
2 PATCH EXISTING PIPE WHERE MORTAR HAS CRACKED PER CITY OF FORT WORTH
TOTAL AMOUNT $ 5,1 34
Philip Bennett
AUI Contractors
All work shall be in accordance with the terms,stipulations, and conditions of the
Original Contract Documents. If the work herein provided for is Approved by
Change Order,the time of completion will be:
Increased By 7 Calendar Days
Decreased
Unchanged
ACCEPTED
CITY OF FORT WORTH Date
❑ REJECTED
MICONTRACTORS
Superior Services with an Exceptional Team
CHANGE ORDER SUMMARY
Front Sheet
EAGLE MOUNTAIN WTP-CLEAR' ELL NO.3
CHANGE DESCRIPTION: REMOVE EXISTING PH 2-54"DISH HEAD PLUG AT INLET LINE TEE
CHANGE PROPOSAL REQUEST# 3 Job#; L 1 1601F
xed vnTa
Description Subs Taxed Material NonTa al Labor Total
DIRECT LABOR
DIRECT COSTS - 719 195 1,584 2,498
GENERAL CONDITIONS 273 - 541 813
TOTAL COSTS - 992 195 2,125 3,31'1..............
.... . ............................ LABOR BURDEN 45.00% 956
SALES TAX 8.50% 84.......
....................................... ... ..........
X.
SUBTOTALI 4,351
BONDS&INSURANCE 3% 3.00% 131
OVERHEAD&PROFIT 15.00% 653-7 TOTAL 5,134
CLARIFICATIONS:
1
2
3
4
Unit Unit —Total Total Total
Taxed ■ Taxed ■
Description 11 _■R Labor
! - ■ , ■ , slix, 111117,11=61
10.
!
. • y f
2 MEN ■ 20 HOURS �1 1 11
f "• • • f f
4 MEN_@ 12 HOURS
MATERIAL
Acetylene
1 ® 111 1
■ ■- 1 ® 11
Sikadur Bonding •- ® • 1 ■■
High volume ventilator&hose i ■
Light • R 1 � 1 1:
tower
1 ® ■
Crane(remove pieces frR pipeline)
1 1 11 1
SUBCONTRACTORS
_
l
r
6125/2012 3 15 PM
GENERAL
CONDITIONS
Job EAGLE.MOUNTArN WTR Est#: : .fob#- �1601 S
Phase Unit Taxed
Unit Non Unit Total Total Non Total Man
Code Description Status ❑uanity Unit Material Taxed Labor Taxed Taxed Labor MH Rate Hours
Material Material Material
2D1-100 PROJ SUPERINTENDENT C 0.20 WKS 25 1,8001 5 - 360 $ 45.00 8,0
201-140 CARPENTER FOREMAN C WKS _
201-150 MECHANICAL FOREMAN C WKS - - _ $
201-130 GEN SUPERINTENDENT C WKS _ _ _ $
201-120 PROJECT MANAGER C - WKS 1,800 - - - $ 45.00 -
201-200 SURVEYOR C WKS 1,100 - - - $ 27.50 -
301-400 SURVEYOR SUPPLIES C LS 100 - - - $ -
301-125 TRANSIT&LEVEL C LS - - - $
FIELD RADIOS C EA 350 - - - $ -
201-125 SAFETY COORDINATOR C Dys 200 - - - $
201-230 OFFICE CLERK C - WKS 500 - - - $ 12-50 -
121-600 COE.PICKUP C MQS - 750 - - - - $ -
301-144 AUTO REPAIR_ C MQS 75 - - - - - $ -
301-140 TRUCK FUEL C - GALS - 3.25 - - - - $ -
ADDITIONAL PICK UP C - MOS 700
301-370 SUBSISTENCE(SALARY) C - WKS 400 - - - $
301-370 SUBSISTENCE(HOURLY) C - WKS 300 - - - $ -
301-300 SUPERINTENDENT HOUSING C - MOS 1,400 - - - $ -
. .. . . . .
301-310 HOURLY HOUSING C - MQS Soo - - - - $►
301-34D HOUSING/UTILITY DEPOSITS C LS - - - $ -
301-320 HOUSING ELECTRICITY C MOs - - - $ -
301-350 HOUSING UTILITIES(GENERAL) C MQS
301-330 RELOCATION COSTS C EA
301.375 JOB TRAVEL-PROJ.MGR C TRIPS - - - $ -
301.380 JOB TRAVEL-SUPT. C TRIPS - - - $ -
301-385 JOB TRAVEL-SAFETY C TRIPS $ -
201-350 TRAVEL TIME C FIRS - - - $
201-3DD PRELIMINARY WORK C LS 250 250 - - - $ 6.25 -
201-320 JOBSTTE SETUP C LS 1,000 5.00 - - - $ 12.50
TEMPORARY WATER LINES C LS 100 - - - $
301-210 JOB SITE OFFICE C MQ5 350
301-210 ENGINEER'S OFFICE C MOs - - - $
301-250 ENGINEER'S FURNISHINGS C LS - - - $ -
201-310 TEMPORARY BUILDINGS C MQs 120 - - $ -
201-980 WARE HOUSEISTORAGE C MQs - - - $ -
201-500 ❑RAVAGE C EA 100
301-220 JOB SITE PHONE C - MOs 500 - - - $
30.1-230 JOB S1TE ELECTRIC C - MQS 200 - - - $
PORTABLE GENERATOR.... C _ MQs 250. .'.... ... ......
301-240 JOB SITE WATER C - mos 25 - - - $ -
301-150 POSTAGEIFREIGHT C WKS 65 - - - $ -
301-260 TEMPORARY TOILETS C - MDs 85 -
301-295 DUMPSTER C - MQS 300 - $-
DUMP FEES C Efi+ - - $.
301-730 TESTING 8 SAMPLES C LS - - - $
301-621 REPAR SUPPORTS/TIE WIRE C Ls
Manhours Per Week
2D1-210 RODMEN C 1,554 0.500/6 2.2 /Week 8 $ 18.00 0
CASUAL DEWATERING C 1,584 0.90% 4.0 /Week 14 $ 18.00 1
201-220 SCHEDULING C 1 1,584 0.50% 2.2 /Week 8 $ 18.00 0
201-260 ICE&WATER C 1,584 1.00% 4.4 WWeek 18 $ 18.00 1
201-400 GENERAL CLEANING C 1,554 4.00% 17.6 /Week $3 $ 18.00 4
201-420 BARRICADES C 1,584 1.00% 4.4 /ManWeek 16 $ 18,00 1
201-420 SAFETYTRAINING C 1,584 3.50% 15:NVeek 55 $ 18.00 3
301-110 SMALL TOOLS{UNDER$5001 C 1,584 4.00% 83
301-115 LARGE TOOLS[OVER$540) C 1,584 2.00% 32-
301-135 TOOL REPAIRS C 1,554 1.00% 16
301-500 RIGGING C 1,584 1.00% 16... ... ... . ...---..
CASUAL DEWATERING C 1,554: 0.$0°/0 10
301-215 OFFICE SUPPLIES C 1,584 1.50% . . .. . . . . 24
301.120 ICE&CUPS_ C 1,584 0.80°/0 13
301-130 OXYGEN 8 ACETYLENE C 1,554 0.50% 8
301420 BARRICADES C 1,554 0.50°Io 8
301-600 SCHEDULES 4 C 1,584 1,00% t 6.....
301-710 DRUGTESTING C 1,584' 1.50% 24
301-720 SAFETY SUPPLIESIAWAR.DS C 1,584 21.50% 40
Direct Labor C 1,584 273 - 541 $ 29.98 18
� I
360 WW-RCC SDMH--3
r I N 4564.50 N 4541.59
f I E 19450. E 19576.94 3} 1 1/2- - I z z
2" NG-PE I - - OIL STORAGE
l BUILDING I Z ka W
f ----------- - o I
I - ti a a
I I r r m m m
I ------ W
I ! N 4573.86
:INE / AMMONIA I E 19539.83 7 CS f a
BUILDING I i N 40.
WASHWATER a N E O E CLOSURE o ,o in
RECOVERY p N 54 15 v �, °► �`'
N 4538.33 1959 49 I °-
I TANK No 3 E 19504.30 ASHWA TER
I WASHWATER 'METER! �
RECYCLE PUM "
VAULT I ANIC No
STATIONi ° r No I
WW DR]N0 N a I DRAIN
VALVE �
I _ J VAULT N.
VAULT 3 I 3 NH4452.78 r CGI No 2 N. ,c
I
E 19450.00 EE 6"DR DIP N °
---MH-1- -,._� U
\ H `�' - �
N 4457.783 N 4443.6B s"SS-DI1P
SSµH--3 MH-4 19576.9 19650.64
----�N 4 L7.d-- -----._-.__._-��-_._-!1 4439.78 N 4399.27 DRAIN
E 19344.53 \ N 4391.27 19532.83\ ` E 19634.23 VAULT
E 19486.98 j 5514lN 1 No 1
--,------------ - ----------- ----�-�\ I � N 4424.92 SDMH-2 U
4" DR-PVC E 19572.05 N 4402.48
E 19648.70
48 PW-RC C ,NS-111 ' I T N 4381.27
N 4381.2
-- E 19579. 3 E 19645.32
�-- 54' FW•-RCC
FUTURE '' - r MH-9 I # 4391.27 72" -RCC
FW VALVE VAULT N 4444.78 I I E 19546.23 o us
No 3 ~- -' E 19557.34 I I SEE NOTE 3 4 SA-PVC U_ _ 0 °o
kEE NOTE i EE hinTir 9 0` z C4
1 I Cr_
N 4362.07 I m
4 _PVC r E 19678.59 I V ° W
w �
I I N ' 3/4" SA-PVC I w
i a + SEE NOTE 9 I ra Y
rD
PW I W V
u
Z
r
} f FW VALVE { = I 1 METER o g a
I f I t VAULT No 4 n VAULT I
No 2 a
N 4286.94
E 19634.23 I
0
HIGH SE TICE z FUTVE D CLEARWEd No 3 PUMP N
N 4278.94 I ,
I E 19634.23 I Q' :n vii
in�'�`'
N 4224.27 ' I I I ,! �• c ��y
E 19546.23
' SEE NOTE 8 j I
I N 4228.27
` FUTURE j ' I E 119579.23 j I
No Ll=ARWELL DRAIN 90X , I '� I f E 19641 503
N 4224.27 SEE NOTE 3 I
. �. E 19579.98
2 y�
j FUTURE I I 54" FW--RCC!
FW VALVE VAULT No 21 I SEE NOTE 4
FH
W
�'- (L
j U f N 4181.13 200'R 418003
.
N D10 a Z
_ E 19546.23 TOWER , I E 19677.42 =
8"DI PAVING N 4180.03 W a
ABANDONED C3. I 1-
1 TS ` I E 19666.10 0 ¢ ¢ Z
s'ss-DI FCOMMUNICATIQNS M�ER � 8 W z
ABANDONED I BUILDING AULT No 1 �'" � X a
0 Q SOMH-1 ¢ ❑
i N 4075.89 }L 3 ar
P/Z I i E 19648.7 !L Z Q
0R
--SEE NOTE 2 I I'° 10m DR-D1 z ei In�yP) 6 DR-DI D
This Record Drawing is a combin 'on of the sealed I + 0 engineering contract drawing fortis project,
modified by addenda. change orde .field orders.
and informcWn furnished by the tractor.,The 4 C)
information shown on the Record rowing is N 4075.89 I� 240 SO-RCP 1 W¢
believed to be accurate based on,ur observations E 19444.56 l' SEE NOTE 11 1
performed during construction and information
furnished by others. The originol .sled drawings
--------- --- ---- -- --_- � ��` �` _.- � -.� ---- ------------ - ----
- MN Camp'D $Mav lrm.T- - - - -- - - -- - -
777 Taylor Street.Suite 1050 II
Fort Worth,Texas 76102 ! pct No 4371 B
817 332-8727 I Fu wmE CYP4PL001
RECORD DRAWINGS PRE AR ED ON
f �
12/15/2008 1 j I SHEET No
❑ 0 of of -W_
0 Ch °' -
r r
W1 W W W
I �
FORTWORTH
June 26, 2012
AUI Contractors
4775 North Freeway
Fort Worth, Texas 76106
Attn.: Mr. Philip Bennett
Project Manager
EAGLE MOUNTAIN WATER TREATMENT PLANT CLEARWELL#3
RE: CPR-04—Fire Hydrant and Valve Credit
Dear Mr. Bennett:
Sheet C-7 of the contract documents direct the Contractor to install a gate valve and fire
hydrant at the end of an existing plant potable water line to be used for cleaning and
washdown of the clearwell. Exploratory excavations conducted outside the existing
concrete driveway were not successful in locating the existing pipe. In order to avoid
significant repair to the existing concrete driveway, it was decided by the City to delete
the requirement to install the fire hydrant and gate valve and accept a cost credit from the
Contractor for the reduced scope of work. AUI Contractors has offered a cost credit of
$ for the deletion of the fire hydrant and valve installation.
The Fort worth Water Department accepts this contract change. Total credit for the
proposed change amounts to $2,002 with no additional time requested. This change will
be incorporated into Change Order#1 to the contract.
Sincerely,
//OL,41..
Chris Harder, P. E.
Engineer
Xc: Chad Bartruff, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TExAs 76102
(817) 871-8258 * FAx (817) 871-8410
Printed on recycled paper
CNTRA T
Superior Services with an Exceptional Team
4775 North Freeway,Fort Worth,TX 76106
Office: 817-926-4377 Fax: 817-925-4387
w-ww.auiszc.com
CHANCE PROPOSAL REQUEST NO: 4
PROJECT: EAGLE MOUNTAIN WTP DATE: 26-Jun-12
CLEARWELL NO. 3
CONTRACT NO 41904
ATTENTION: CITY OF FORT WORTH
1666 THROCKMORTON
FORT WORTH, TX 76102
IATTN: CHRIS HARDER
Attention:
The following change in contract on this project is proposed:
A breakdown of cost SHALL be attached.
Work shall not commence until authorized by the OWNER.
Description of the Proposed Change & Clarifications
1 Credit to not install the fire hydrant shown on sheet C-7
-shown to be located north of the 72" line tie-in point.
2 Excavation was done to locate 12" line, but no line was found in the area shown.
TOTAL AMOUNT $ (2,662}
Philip Bennett
AUI Contractors
All work shall be in accordance with the terms, stipulations, and conditions of the
original Contract Documents. If the work herein provided for is Approved by
Change Order,the time of completion will be:
Increased By Calendar Days
Decreased
Unchanged
�] ACCEPTED
CITY OF FORT WORTH Date
❑ REJECTED
d.
AUICONTRACTORS
Superior Services with an Exceptional Team
CHANGE ORDER SUMMARY
Front Sheet
EAGLE MOUNTAIN WTR-C LEA RWELLs NO.3
CHANGE DESCRIPTION: Credit to not install the fire hydrant shown on sheet C-7
CHANGE PROPOSAL REQUEST 4 Job#: 16016
Description Subs Taxed Material NonTaxed Labor Total
Material
DIRECT LABOR
DIRECT COSTS - - (1,373) (180) (1,553)
GENERAL CONDITIONS (30) - (21) (51)
TOTAL COSTS - (30) 4'1,373} (20'1) (1,604)
................ ......LABOR BURDEN 45.00% 90
SALES TAX 8.50% (3)
SUBTOTAL (1,697)..
... ........... .................... . ............. -----------............ . . . .
BONDS&INSURANCE 3% 3.00% (51)
OVERHEAD&PROFIT 15.00% (255)
.................. ... ................. .........
........................................................... ....... .........
.............. . ....... ....................
.................. ... ----- .................................. .:::: .............. ............ .............
....... ....... ............. ........ .... .......
............
............ ............... ..........................................................TOTAL (2,002)
CLARIFICATIONS:
1
Z
3
4
Unit Unit Total Total •Taxed • Unit Taxed • Unit •
Labor
2 MEN • 5 HOURS
6"Fire Hydrant
• IVIJ Gate Valve 1 1! Nil
EQUIPMENT / INCLUDED) _
SUBCONTRACTORS
1 • 1
- r ,r •
s>tar+ue Is ilw nod [laz Adynde3i "'° �M" �'� I,,.
JNldld❑NVA g"'
NVId V3ad
33na11�ve�w o.l.o,i,HS ,�'rr;�SN3,ry�•.,,,, ti
•��[Nx��Y���deueJ� OH .Is xrraa ��Q$6916�•�� � i
� U
�aiarre a a. f ON 1n3MLM3131NV'ld IM3ft 3kLL a3iVM N[H1Nnooy mo 3
7VMVN d 0 �9'S'a •' SVX31`H1a0M 1x03 JO A110
4,
o Z
mpNm m;W;OAT %- SCI(� 7 ]❑ V•'[Sr�■. S pN N p ' ��iJNH rLI1 �U x Nl w Q
Q vIT xx p moo",W UW C[--77x =JT 4J W y 41 r •� u R W ❑
V) &�N �o mNVUiW ov � U° �' z$, Na 4N n a? yw cY� la
ad x c'�
IL �Nwr; Wx� � 7ff a3a �a� �ZZ- W
QWw C Q3 uvl�uic�r�' 'W x �� v �NWO� ~ Y an °ci �ZGG►��'y rz
. i s
a <jxW Za ICJ J gYwix 6 0--EI; K r w Uvxa = U CN W�� �� x U�
U, a'�i � Waci ° o�lN[I� aw 2 J w y1 ��� ~a �` aw 0 ,,, � � NN� aNi
�W C N � V1 � ji h y �d1J'ly Vl U ? i� N Q � xvy� �2 � fA
p W N Z b H W ZN J00 �IQ �❑ Z� N W� W'� 1 Q a N� (W((��,� ? N W W 7 ~� x W N
xx yJ yJW Zf:J :1 In' 'L& j Wa�w �J p I xUW p ❑--C yF V 0%Z IJ
�mR N+--'x� a vv�x hp' W HS W No ` �iA SQ ❑d' W u❑Z W L
?Iyp��,JIY 2Ur N`p u, gg W�JN W HD r❑ r}� NN ��N m xW x U� 7 S
4F� NW❑ Wp W Q � `❑ rca� p��r �F � N ❑ WbJ d ri`''W pW 2 �FUZ `'' ~�❑0 F
O YU3 a~ (7� Ns�{,7 d SN F p W p2� 41� W ^~ yp1)� d �y-� �p h aZd�� �d'NZVC}
M�q+xW ~?NpU 2 U3 J Iy ~ Q. N~ xa xlJi F a� U Wx� Gl`C d' W as dry W xQ?= HN❑ W❑ rn
-Z� D�j �28W�p W�Q m�m x�N� t> V 2 Z❑ uQ] Ins, 0-n v Na 7 NW= y Q ❑p U�-*�F O yx,I
ix pp FU W WUx W� ~W V dyyN� N �Q x D�U J Wt ap ¢W W � p2g� �U
�1 Z mmW❑mp Qa❑ ? N( b N Q xr�W ❑ a Cam_ 2 V N N ava ` WH W d m J7
x am x0N W J0.f+ W N NaAd W�Q 'jL V12 < a J�� xO Za N gN�T � d MW a w �a
C 7❑Z vU�dd 17 V7 yp�W Y fpY xa m ?p�RFC4 41 m7 �x N m�7y N W`QZ�n � x 4J x c W pJ �p❑Z L7 F
F ~ U m �xI~Z �2 xxZrJ �OW6x•� yVl LIIDQ wurz ZWN Wx aC]w `Q 0 0 �yd Z CD fix(
^ h a °axC��} (j2VQvx fn SENO �Zx�� U �x Z�WVQ W❑ 51:F �3xxd p�xNN J� � IQJ ,pp W� � W
S 4 �ahJI�l!��.! 8UW U V1 Zx �Up cds aW w FW7p
Wa S x Q p ❑xFQ W �yxj 2 = V W 1..t = HEV� �w 7 e�r�.�
Q g 1,4�p2 22 r:� S Lr��WW67 �-' �❑ !r 2 ° �v i pC��Z�p W
t b" ? tW Ndp0 V) F NNNa�� p`4SW_2 d LN7� Z-a' W ❑ x 'N IZiJ J aZ d �I7f5 P F�x yW Vl2} Vr4 Z ?�LLZJJZ�,yy�N WN�pDDy ! >��jQ x❑V ZJj C_ yQ v a� � t vv x` Z �0� W az
}}JY� V�2 O Vy° f�] 4G�v � WU pw�++rOp~ QVIrvW� ypjii InU a�p� ;pC7 a fIl xU a OU(7� �i�Qa O C
U W xW x 4 W
_ �' r� MU r � ax U0 a y
wY W ? � °w�i �^a �� a �! � �� W �a �� cv =ax M0 NZ r,
❑ �j 0` LJ L] ��� a V � �_ W xU U {/�1Q �W S W W IgN9 ~U xi'L H 2� 2
Z = [� U N� W W xWJ ❑ 4 Z' x W Wr Z p CpC d'N O I❑ J I p p
owu I,x„IWx �`WZy❑y,lIWW d'p 2d CD ~Lry WNm x~ F -.$ FV y� G WOfW/1 U. sa F��j {p.�� + L) x N I
J pv WOO U= W W Fa F W W IH- =0 Jr` W~ W a�l' U2 p❑ & U yO x�i YO a d W- •CJ, m d(1❑
' WVIW UfY w Zr- nH =p ❑ a 2d❑�-U J47 4��3 x� xV� U �7 Z 0W d` d WN N x �aJ W U
r� � oe n ? a�� � c~i ^; in ��xd� �C222a a�a we g �a� ° �maa�'' �� � ~ '�'� o �' � ix �LE 0 Iy tW
4 UGC U it x N�.l60 n�=0Q.
,i =�'�' �. 4 I_. w Sr' Ili
OOL6l 3
cl-
----------
C r.7 4 �:
IL
r
-
�-'I',.
If
L; f i E III
0096L 3
_� - i it i�' i '�'^-y:,,:]i i.7-IL'•,• f: i `l i �
I r
x W r l I 00681 3
�p hN
LI CL ri ii �im pp1 m
L� Z / �f1�I -
f I;•� ��� - { I I� I``,
•I
` • ^
j Q
Z ootrs�3
Z i
� W N
� 3 ? o
IL
cV W 1a'
.I f Gx T \
3 r -+-_-' j y ZNm �k'L'i Lc
I ;M l } f W ,'
Z W f it
I
1 vl op �ti jr 4
•� i
ry b x w u7 j _ �.�� I .
X W za
r"
re
�= l Op�B l 3
4Jq' I I
5d3�1'�1�-:.��t-:�'� � I� i Iii�v :{ G q�• ��:.- I-- I
V Jf�;l
-- 1++-r� J�- ------T- - ------ - ----- ----------- -- L`i-�-_--- :
f III❑-�„�1 - _. _ ," _- __ ---_---_____--_--�--._�__.--._.--_--4._._.w--'_-- .-�r -� ���`�� '1
eb 8 \ o
-Y
Z 2 Z x' Z x -}� x
MyCIADP:Jacn wd9a'1-I IOL'LL PA 6-P L-O\DPL16*DP\+V='^DP\WAWP3\'n
v
FORT WORTH,
July 26, 2012
AUI Contractors
4775 North Freeway
Fort Worth, Texas 76106
Attn.: Mr. Philip Bennett
Project Manager
EAGLE MOUNTAIN WATER TREATMENT PLANT CLEARWELL #3
RE: CPR-05—Miscellaneous Site Work
Dear Mr. Bennett:
CPR-05 consists of miscellaneous site work, including additional rock rip rap and grading
in drainage channels, a 6" curb at the clearwell overflow splash pad, a sidewalk at the
drain box, and removal of additional light poles to improve construction access.
The Fort Worth Water Department accepts this contract change. Total cost for the
proposed change amounts to $5,183 with no additional time requested. This change will
be incorporated into Change Order#1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
xc: Chad Bartruff, P.E., CDM
Project File
Fort North
u4inmacky WATER DEPARTMENT
PRODUCTION DIVISION
R R * 1 S 1 1 11 TH AVENUE * FORT WORTH TExAs 76192
THE C1TY Off' FO T WO TH 1"r
817-392-8258 FAx 817-392-8419
Printed on recycled paper
1964.1993.2011
WWWICIONTRACTORS
Superior Services with an Exceptional Tearer
4775 North Freeway,Fort Worth,TX 76166
Office: 817-926-4377 Fax: 817-926-4387
.www.atiiszc.eom
CHANGE PROPOSAL REQUEST NO: 5
PROJECT: EAGLE MOUNTAIN WTP DATE: 26-Jul-12
CLEARWELL NO. 3
CONTRACT NO 41904
ATTENTION: CITY OF FORT WORTH
1000 THROCKMORTON
FORT WORTH, TX.76102
1ATTN: CHRIS HARDER
Attention:
The following change in contract on this project is proposed:
A breakdown of cast SH-4LL be attached.
Work shall not commence until authorized by the OWNER.
Description of the Proposed Change & Clarifications
1 Miscellaneous extras including rip rap, landing pad,6" curb at
overflow pad, sidewalk at Drain Box and additional grading in ditch area.
2 Remove two additional light poles for access.
TOTAL AMOUNT $ 51183
Philip Bennett
AUI Contractors
All work shall be in accordance with the terms, stipulations, and conditions of the
original Contract Documents. If the work herein provided for is Approved by
Change order,the time of completion will be:
Increased By Calendar Days
Decreased
Unchanged
❑ ACCEPTED
CITY OF FORT WORTH Date
❑ REJECTED
AUICONTRACTORS
Superior Services with an Exceptional Tears
CHANCE ORDER SUMMARY
Front Sheet
EAGLE MOUNTAIN WTP-CLEARWEL-L-NO.3
CHANGE DESCRIPTION: Miscellaneous extras including rip rap, landing pack, 6"'curb at
CHANGE PROPOSAL REQUEST# 5 Job : 116015
Description Subs Taxed Material NonTaxed Labor Total
Material
DIRECT LABOR
DIRECT COSTS 600 - 11705 1,440 3,745
GENERAL CONDITIONS - -
TOTAL COSTS 600 - 7,705 7,444 3,745......
......................
................... ................. ....... ...... ................. ........
LABOR BURDEN 45.00% 548
SALES TAX 8.50% -.........
..... SUBTOTAL 4,393
BONDS&INSURANCE 3% 3.00% 132
OVERHEAD&PROFIT 15.00% 559
.... ..... .......................................................................................................................................................................... TOTAL 5,7 83....... ---------- .............
........................ ...........
........
CLARIFICATIONS:
1
2
3
4
Composite Rate= $ 18.00
Unit Unit Total Total Total
Taxed N-Tx'd Unit Taxed N-Tx'd Unit Subs
Description Qty Un Mat'I Mat'I Labor Mat'I Mat'I Labor
Miscellaneous extras including rip rap,landing pad,6"curb at -
LABOR
Sidewalk at Drain Box
3 MEW@ 4 HOURS 12.0 HRS 18.00 - 216
6"Curb on top of Overflow Pad - -
3 MEN 6 HOURS 18.0 HRS 18.00 - 324
Rip-rap-ditch from overflow ad to street
4 MEN 6 HOURS 24.0 HRS 18.00 - 432
Landin pad for North tank ladder
2 MEN @ 4 HOURS 8.0 HRS 18.00 - 144
Grade existing ditch&place rock berm
3 MEN @ 6 HOURS 18.0 HRS 18.00 1 324
MATERIAL - - -
4000psi Concrete 13.0 CY 80.50 - 1,047
Form Materials(2 11x4"x8'-011) 10.0 PCs 3.45 - 35
Form Materials(Plywood) 2.0 PCS 21.25 - 43
Rebar(#4) 8.0 PCS 5.10 - 41
Expansion Board(1"x4"x10'-0") 2.0 PCS 59.39 - 119
Epoxy 4.0 Tube 1125 - 53
Rip Rap 5.0 CY 14.69 - 73
EQUIPMENT(E.O.E.INCLUDED) - -
RT Backhoe 1.0 DAY 125.00 - 125 -
Dozer 1.0 DAY 170.00 - 170
SUBCONTRACTORS -
Remove 2 additional light poles for access 1.0 LS - 600
, 4
EAGLE MOUNTAIN WTP-CLEARWELL NO.3 item: Miscellaneous extras Sht: 111 111