Backup Documents 06/09/2020 Item #16C3 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 6 C
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. I he completed routing slip and original documents are to be forssarded to the( Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routinpilines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office SRT 06/09/20
4. BCC Office Board of County
Commissioners 819,E)ci
5. Minutes and Records Clerk of Court's Office g‘51a0 ko•s1
PRIMARY CONTACT INFORMATION
W "
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary St a ue ineering Contact Information 239-252-4218
Contact/Dep ent
Agenda Date I em was June 9,2020 Agenda Item Number 16C3
Approved by the
Type of Document Change Order No. 14 for Agreement No. Number of Original 1
Attached 16-6638 with Mitchell&Stark Construction Documents Attached
Co.,Inc.,to balance contract quantities in
the Vanderbilt Drive Cul-de-sacs Public
Utility Renewal Project
PO number or account N/A
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature STAMP OK N/A
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be DD
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's DD
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the DD
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's DD
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip DD
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 06/09/2020 and all changes made during DD
the meeting have been incorporated in the attached document. The County
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made,and the document is ready for the iildk
Chairman's signature.
16 C3
Ann P. Jennejohn
From: Ann P.Jennejohn
Sent: Wednesday, August 5, 2020 12:46 PM
To: DueriDiana
Subject: Item #16C3 (June 9, 2020 BCC Meeting)
Attachments: Item #16C3 (June 9, 2020 BCC Meeting).pdf
Hi Diavta,
An executed copy of Itev►n #16C3,
from the June 9, 2020 13CC Meeting
is attached for your records.
Thank you!
Ann Jennejohn
13MR Senior Deputy Clerk
<t, <<�k Clerk to the Value Adjustment Board
,•�` 'r 'a Office: 239-252-8406
Fax: 239-252-8408 (if applicable)
Ann.Jennejohn@CollierClerk.cowt
Office of the Clerk of the Circuit Court
(Sr Comptroller of Collier County
32.99 Tavvtiawti Trail, Suite #401
Naples, FL 34112-5324
www.CollierClerk.covtn
16C3
Procurement Services
G&W' County Change Order Form
❑Contract Modification ❑Work Order Modification ❑Amendment
Contract#: 16-6638 Change#: 14 Purchase Order#: 4500170496 Project#: 70122.1.1
70122.1.2
60122.2
Contractor/Firm Name: Mitchell&Stark Construction Co., Inc. Contract/Project: Vanderbilt/Cul-de-Sacs Public Utility Renewal
Project Manager Name: Diana Dueri Division Name: Engineering and Project Management
Original Contract/Work Order Amount $ 17,300,544.02 7/12/16 11D Original BCC Approval.Date; Agenda Item#
Current BCC Approved Amount $ 19,004,028.00f 11/12/19 16C6 Last BCC Approval Date; Agenda Item#
Current Contract/Work Order Amount $ 19,004,028.00 SAP Contract Expiration Date(Master)
Dollar Amount of this Change $ 64,272.45 10.22% Total Change from Original Amount
Revised Contract/Work Order Total $ 19,068,300.45 0.34% Change from Current BCC Approved Amount
Cumulative Changes $ 1,767,756.43 0.34% 'Change from Current Amount
Completion Date,Description of the Task(s)Change,and Rationale for the Change
Notice to Proceed 10/17/2016 Original 11/6/2018 Last Approved 8/20/2020 Revised Date N/A
Date Completion Date Date (Includes this change)
#of Days Added 0 Select Tasks 0 Add new task(s) ❑ Delete task(s) ❑ task Change s
below) 9 ( ) ®Other(see
Provide a response to the following:1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or
the additional days added(if requested);2.)why this change was not included in the original contract;and,3.) describe the impact
if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed.
1. The Vanderbilt Drive Cul-de-Sacs Public Utility Renewal Project is a multi-year project that is currently finishing miscellaneous
restoration activities.As part of reconciling final numbers for the project closeout,Collier County has quantified all final numbers of
pay items from the schedule of values and confirmed them with the Contractor.Since there are not enough funds in allowances to
cover all of the exceeded quantities,the difference will be covered by remaining balances in non-allowance line items.Attachment
#1 is a summary of the exceeded water,wastewater and stormwater quantities and the items with remaining amounts used to pay
for the exceeded amounts.
The total cumulative draw against the contract allowances for this change order is$240,271.78. However,there is$23,474.40
remaining in the wastewater and stormwater(Conners Subdivision)allowances,and remaining quantities from several Water,
Wastewater and Stormwater items from the Schedule of Values.An additional$64,272.45 is required to cover the cost of
additional quantities from the Stormwater System—Finger Streets portion of the project.Additional water quantities were needed
to account for the installation of a new water main along Heron Avenue and 103b Avenue North. Furthermore,additional
wastewater quantities were needed to account for the removal of an unknown second force main along Egret Avenue,and for
additional quantities not originally accounted for.Finally,additional stormwater quantities were needed to account for existing
stormwater culverts that,during design,were identified to remain, but during construction were found completely deteriorated and
also required replacement. (In the previously stated cases,earlier change orders accounted for additional time and material
required by the Contractor to perform the work,but it did not address the associated additional quantities.) Refer to Attachment
#2,Summary of Additional Quantities,for a detailed explanation of the additional line item quantities needed to complete this
project.
The total additional amount requested in this change order is$64,272.45.The total draw against this change order is$240,271.78.
2. These changes were not included in the original contract because the information available at the time of bidding did not reflect
that water improvements had to be performed along Heron Avenue,that a second existing sanitary force main had to be removed
along Egret Avenue,and that modifications to the Scope of Work for additional activities had to be performed due to multiple
factors including,but not limited,to:The need to relocate existing pump stations 101.06 and 101.07,and the discovery of
deteriorated existing infrastructure along the project site.Furthermore,the projected quantities included in the Schedule of Values
for several line items was estimated incorrectly,which resulted in exceeding the total value for some line items.
3. Without the changes described in the attached addition of quantities spreadsheet,conflicts due to unforeseen conditions would not
be accounted for,properties would be without service, and/or the water,wastewater and stormwater systems would not be
05042020
Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY
Admin B�CCt BCC ES
16 C3
Diana C. Dueri -; -
Owe.IMAM OW
Prepared by:liana
Date:
Diana Dueri-EPMD
Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same
terms and conditions as contained in the contract/work order indicated above,as fully as if the same were stated in this acceptance The
adjustment, if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor I Vendor/Consultant/
Design Professional arising out of or related to the change set forth herein including claims for impact and delay costs
Accepted by M:4al t I( 4 of Date: 575/2A7.o
Mitchell&Stark
Approv Date 5/6/2020
CDM Smith
Approved by: y Michael Dickey,P.E. Date May 5,2020
Johnson Enginnering
Digitally signed by Michael J.Delete,PE.
Approved by WO Date:2020.05.051456:45.O4'00' Date:
Q.Grady Minor
Approved by
• -N. t.42./ Date: 5/6/2020
Benjamin N. Bullert, Principal Project Manager -EPMD
C h m e l i kTo m Digitally signed by ChmelikTom
Date:2020.05.06 16:12:20-04'00'
Approved by Date
Tom Chmellk,Director-EPMD
Joseph Bellone Digitally signed by Joseph Bellone
Approved by: Date:2020.05.0616:25:21-04'00' Date
Joseph Bellone,Director-Operations Division
Approved by: Date:
George Yilmaz,Department Head-Public Utilities Department
SchneebergerSa ra Digitally signed by SchneebergerSara
Approved by Date:2020.05.21 09:45:49-04'00' Date:
(Procurement Professional)
Revised: 1 012 8/2 0 1 4 (Divisions who may require additional signatures may include on separate sheet) PROCUREMENT USE ONLY
AdmM + Bcc
Rot I six etr
CA
Change Order No. 14 to Agreement No. 16-6638 1 6 C 3
Project Numbers:70122.1.1,70122.1.2 and 60122.2 �+
OWNER:
ATTEST: B OF COY COMMISSIONERS
. , , eatifre.a...
Cristal.K. Kinzel, Clerk of Courts & By:
C imptroller Burt Saunders, Chairman
ea
t:. i '-, -- u...c,c...
..,. 54., * .2' S
signature only.
Ap ed as to Form and Legality:
Sc . Teach, Deputy County Attorney
Item# 16)C5
DDci@,genda'.q
Date g. S-i s c
Rec'd V
Deputy Clerk
IA
it6C3
C.O.#14 Attachment 1 -Summary of Money from Remaining Line Items to be Used
to Pay for Exceeded Quantities
Water WntaxnM Stormwater(Vanderbilt Drive) Stormwter(Finger Streets)
Additional Quantities Item with Remaining$ Additional Quenbties Rem with Remaining$ Addtonat Quenlion Item with Remaining$ Additional Quanthes Item with Remaining$
1.te Concrete 3.5-17 HOPE Force 328c-Concrete Manholes l4 4.17-Exie9ng Culvert SW Allowance—Additonat
Driveways 1 Bc-Asphalt Driveways Mein 11 hat t 8a-Concrete Driveways 4.12-Yard Drains
Removal Funds Needed
3.14c-17 PVC GrevM 4 Mindoro
18-Existing Storm Struure SW Allowance—Addbonal
2.2b-6'Gate wit. For example,the funds Sower Is. Wastewater Allowance 4.1-Existing Culvert Removal 4.12-Yard DrainsRemoval Funds Needed
remaining In Asphalt
Driveways will be used to
2.4-Shod Double OW for Concrete Driveways, Wastewater Allowance end SW Allowance—Addeonal
Sege Gate Valve.startwd.e D 321-4'Plug Wive3.28c-Concrete Manholes 10- 4.7-24'RCP 4.12-Vard b Wees 4.19-17 Pert A2000 SOW Funds Needed
Sakai end Connect Existing 14 feet
2.5-Connect VW. 43-19-x 30'ERCP,46-1Fr
��� Mailman 4.8-2f Pad A2080WPerforatedW So Perforated A2000 Sock,4.10 4.24-Type-C'Inlet SW Finds Needed
dltonal
Val -Type'O'Yet
4.20-17 RCP,4.21-17
PVC.4.22-15'RCP.4.23-
3.28c-Concrete Mama'"10.
3.28d-Cvncrat4 14 feet 19-Corxvete Mitered End 4.13-Embankment Allowance 426-Yard Dais Concrete Mitered Enid
Manholes 14+feet Sections Senbons,4.25-!nine ADS
Drains.4.27-Trench Drain,
and SW Allowance.
3.31-Coned twining 4.28-Swab Grading SW Allowance
GS to New MR
M.. 314.3.6006 -Ya.....f3..f1 ...b_ 16 G 3
L 6•w•mml3blb33r6aReY
I4e6e:13434•44y719b.01 96.4m.pP n.et M•344.1
▪ tl•. Yleaw.>eeM.M 540.14164
Additional commie dnvem7 s q..itim are mead b rcem for
.. Omen. 3334.44 SY 3040 3325,043.16 861113 5536.15517 217.49 S)Ifl 39 dove",remora..b.md Mvry reImes.1.1o.
enemy
• moo.d •everolemwl Yeamn m per .
pepee.Tb6 Mel..MP 4 pia.IM.s1 ne.m.wt Imo 3�
4.12-11.51 Oralr
•11.*al Bid quemty wo 1112 LF but with C6yc<km a
wan Mr 2to4,3131F..437.43a3 Rermwmmlva6 lW were
lggozd n rsM Me ban fotmd n tw mmpMdy daaiv.l W nd
u 0714314$3030m.7.400m0•50.e4iRbil 1• 4131•• tF 5700 329974 00 4,311 313.036.00 446 $3123m mead.Is mowed ad replayed for Rem.mw.msystem.work..
*Mod Mem Mn de orbmol bidgtmti3m how been aumdeallb
RR Yen w116e ptl aq rsYY6.w61em13m 411-Y.d
Ilnba
Addtiw6l msm pimova mWId m rep. 64 na.ea mw.o
.l 1Y 10 037 lF 3W34 3H.173.72 163 356.57121 M 31,70456 Worn Mat mextremely .M were d4we303 be extremely deybbllem
w s W m..*r .yRemt•. es..411.nd-Y6d Omha
AOMdt.l mrmw.m 735.r4M041.3 41Rlae 4.1.64161
cW orb Met wee discovered.be oa.mlly demw.md4b6 Bs a.m
4.11 L'h43w3d3L00 W/1.'k 5,370 U 351.73 3377612.70 5719 3]95.72949 5•9 311146.79 W be mtlwW asl•y.mw61••a 13s U-I9^&^.RCP
14-lr .heft .Alm W 4 W/3et1t Rem; -Typ^P'
Additional MPq.rare 1ei404 to reply post.31.mwm adverts
Rat rem disown..be Remaly bao.eei and for Me Wmoml
.3 Conenn.Redid S4dm. 22 90 51.30100 330.360.00 76 T3511000 ♦ 35.5.00 mmwm*ern for,udsm.bo31n3.2 AveneR.M21b•.
Rye wW be pW eW rsla6R.Re01•.I10114.13-
Yi.dm1 AimRe.
3315.33.74
Stwma.w3&*3313en.61mabarCOlx3 W.m
All 10'a30'FRCP was mem.fee pymm and....9mntiti..wan
.3 11•tl6'RIP 90 l3 $01.14 331W.m 32 31417.11
-51 needed w.mph6M6wohTi Remo]remd.bl•em Man ielbm
m,t 34• d1Y�1gr�.79). dM1es Ilea♦.3-
hater... W/i A31M .(L3lKa3
••Ibeai0e4 Bid qm.y 4..3433.3 M web CMnp 0.dar 40 w..
armed.247 LF.AO.ermwder pipe wwlmbnm mo.md for
u 1P 14e4m401042009W/3Wb u) O 54L]0 312,02090 200 34740.00 -47 pymd and yetatl qumumwmneededmmvpbn tlu amYlbe
Rem,Y .4 from RI..Ram 4R id an Y py 3bedpiml
pm.•1m•aamdd 0Re 13m 43-ld•Pentad Al•M W/3ed
mw.m
All am 06415.4.Rem...od for pe3'.a3 and ml.0 gnu..
4L TW•Y Id. 39 FA sumo° 3143,910.00 36 3132440.00 .3 wmtwdedbwpmtlo w.rtMRem,t.Rehy lnm 6i.ie
Rye MR lo.4•11.47....64441530.31.4.a.M M.Ids
42-Yr P.taM.604 W/B.t(31.3.93
3471e56m.1.19 225r.456A but 7ObC'bmge Order M4 aw..
dyemed.44 RA..yard d..o were mm ved br pymm.d ow
aU pa ns wan laded m 1vm6e Mo*OhT.Rem,lead.
AU Y..* L FA $1.04600 311.110.00 40 330,300.00 -4 Y my1idiimlgmdn.
ewe.117.611.63 -Co•novienelve1.7103,139.39).4.1-
.1040 Morn CO..Rsnly,I62Aand At-34^RCP
3L,T4.343
Tho wok won not medlM Remy rshlW••••Mb ie ken
4.13 im.im.Abeam e00 CY Storm :woo.00 0 soDO 400 1R4owl Ypy34adi11.m1gmYb••yeded1M16m4.9-
Co6eN 3105.1<d 3m3Y4433.R0.0•3
Sma66l•note.In Um lonm.3-f443PR0P W.00
Rem..•moort1n0m hem.6-1Yp.dcned41m0 30.00
W/fo1
Remain.a mount In um Rem 410-T3p•'0'Inlet $199.39
R6n.004 amour in Um Itmm4.13-eel Or.I14 311.05
Wm.In2i.tmp06Line Iem433-fnW7MSAAl19w601 3Y000
Stm7M.63 Albmnm$.nakn11.6.CO 114 30.00
03.91s♦:$6rmw.r 3T3m.Como.M...Uolornom C.dW.m
3dmy44ime tormwm culwe the wee Rimmed to rmein low
hem food b betompbely dmMrm.d•dner3kdto Le.enovd wd
4.17 133161.9stm04.00•4m.-R•$6r Rte.* 3.711 13 $700 325.977.00 7x16 130.51200 3505 32433500 rapiered for de mo.m.y.m to work a Mendel.Cue b.4te
oryad had quern...have been Wiptl
1Y 310mw•b Aliemme.Adi3Ym1 ant*
Addmoml worm a.me that were orlm.11y appwd mre;os
AL Wag S9.le 3ttal..Pm.* 23 FA $600m 32).60000 60 136,00000 14 33.d0000 yen of Ma pole.tb•vebRe.epl.oJ deem dtev u4bl ddaric.ated
mtdlla MRm Rem.1 bptl w66 Sermw.w Ai.neo.
A6Y6m1 tat!Reeds..
••be.6..l UW gtmt y w..19,363 LFbut wean Cage Order W
one maw*. ]LF.Additional mmr.m pipe w.6ealle.
.L 3Y 9m3mM1LRW/3617b 70061 V 313.E 3411,156.E 200H 3119390.. 771 313.134.14 repl•yewtiq atornmaler cuMb Mw were Recovered to be..Remaly
ddvmated M Ye 1m.1 be p4 an•S W.w.te A W wa.ee.
Adi646413m64 wended
ABa Me Cowry performed•sterrawater sywore pre-construction
w•ihough de*row*d.ip 1.0055457....5.5.5 wit Mo
memo bold yedimm W a the Rehm to the deign Remy exiting
424 TYp'(^3.m 33 FA $2450.00 30.130.00 39 395.55000 6 314.700.00 stommotet mWvem•d.mn6e.M.wm.ppoedb maim were
replaced whichpamd Mc Rem.of new Typo,...111.4.4 to be
434.42e46ou9ho.lb®6.ell of thepojm0MRp Wm1Rhe
ptl 1131.&.minter Aiwa..ARM..Ilmi.e t
The Mope of Work wanand&db al*41.136.134151 6.6dw to
•ddiional mrmm M4Mu4e imulW b replace datenor0el ChIP
ahem.Mon anew yrd dams m am Mt wee WI daaW
poperly.and tqt.*of om1.4 pop.9d each ban on.o
4L♦at099_I 219 94 $L1M00 3241.47000 345 a16.35000 26 sawn ow
y�d�MWYanwWiptl wtlrsYY33anaa from
f•aCP,I3s u1-R^PVC,RRe 4ll-13•RCP,
4.7.3-C••e. MRed l.s. mtlem,la -.Me-.Me AILBye1e.
• r•llf.Yrs.Br.a Thed1R...e 0$Moves Me mud..
awe McYd tobea•tl 331913004-L..340E-
51,33143)w W M moved by...ram.Aimv r•mbMy
Ad66i3e41 her 6ea or ma p.m was model..mat mmwm
lbw clew..on m®Mat Imo m406,4117 mnm W 41.4 and to
41.11 wnle 6r.ey 3,4m U SA00 313.60000 3.7.5 313.95000 $73 3350.00 remade omlo431pmadety comm.to modem(mid.darned•
apb.mddent a.dplb0M 6m Y_will beptl wM
Sensor.Allem.s
Teo 3WA99L
$Svm..mliea.rm$9I0 ma9.CO ID 31.93431
All 0emwm Pp 14Oatioe wit®vd for mom and not ell
d.
..30$2 MP 421 O $33.L 314I13.14 4355 316169m lane
.l gmOMm waenerddb covplme Mb worn.Re.9 1 Waa..ten Rs Ilan RIR Mamy.edi1l• l
en*Ire.1s 4.14-Y•d Ora(336.366.116)
Tb6 trot woo yet mead..Rem,rem .•4 fn.UM*Ilan
4J3 32•WC L tF S4510 Paw 0 Soto -10 ddRwgmM.m43.ew6dfrRe11anA14-
Y.d13m14631339l34l43
All mmwm pip aiOmm wan menu.to mymat and yet ell
nymota nneededtow Re ann..Mla orkMe m,r e...
LL L MP IL V 513.E 35.IOT.m 112 34,p1.36 J: 0740111.114413m m .etli W.pay Me di6•m163a441.3
ma,fan Ran 4.34-Ya1Om144 3II9.191.03
AU PRem mimed end ammo.ad tion ma roomed for pymem
nod.L 0atw.l7W.nd ii3m31em 134 90 $L330.D0 31W11000 116 3154130.00 -It mNqumMv.m meld mm4e My roKlle Ream,
ashy M Mfa l Yen i and.pay lie•ddltl eem1
gm amid6e.13m 4 4.36-Y.d Limbo 3n33L.W}
M dv PD94r.mwm.mmmv6(.P.Inm..i ms.lgumb:. ! 6 C 3
PIS...m PM Pa 4 FP sU1000 *3.1.000 0 *930.00 -I m..E.Em..mbethe wohlMm.q.s.iy n.mm�.
Pm MP r r.m31...6esm1 grin.mead m.Item
TM PPP wm msmd.d.TM me.,..*00i 11...141.14.
411 TIMMO.W 16 V $139m 51.21400 0 9000 -16 w.Yr.pay 1Y.ddIMmlgm.Yb..a6W1....m436-
Yard p.i.(f39.1M. ).
....0...In PmIbm 410-1YPCP 60.00
R..91n0..nmw.10Um IMP 431-lePVC - - - 40.00
9..40.4.mow..Um IMP 411-15.Pm S0.00
9wm Inm4.mutt In Um I.m 413-C.mw.141..M.
S... WOO
.m4m0.amount In Um l.m 413-mom PM Onb. 50.00
R.n.ln.4.mows InUo.Mom 411-T..O... w.90
1.41 Sgmw.w0u.d rw6.4 M.CO i4 1 S4.}A.Y
T.I C04.Onw T.Y C0014M..fw.iw.w.iw.r..d P.m**•Ilmao
S1Mi11.14
..r..O.P.oI. 4—
P4.wm. P9.r •— Cm.lm.uwa
9.O.1.C440..PM.. 4t14... MM.. s.I4.1.P 0.O.. tm9..O3 .)SO .
.w.ICOh0 SI WA. MONO. PPP .410.
.Firm
494..14.......w 0..0.1..411.. v .0Ls1..3
0.r.6l P...P.C*P..1. UAM WV PM N. PK370.0
4PM.. Mr.4P4N . M . M P.. ...1. PM M SMP . WM IMP .016s.b
C.O.#14 Attachment 2-Balance of Quantities 1 6 C 3
1031 o�4mlon WARM l0rrt Plttlr0MS I necks WA9rrtr 1'.a .Ore e.grJ tp3WrymW na4tW rvWal,rtyatl44ie W[dN
•
Lin brew M l.y..06,11n11/
140. PT:%a......a.,nNer We g werel
041.014.•Nemmw..td.airway retenreee...1 4
Adooioml caner.drive.,man a.e0.we needed to..execs for
a. come. 0.440 SY 33900 1315,005.16 361191 1356,135.17 1.149 N,0n.n dermay bneatem........Awry 10315010041340e
twos and smeary rawer clean.aewom oe p..d
property.MM.Ma44.nY*Mk rwew.Yg a me*M Item
13e.Rs..awl x.pYm A.pl.
13 3.4110m 31.0 amid.
.Ow project Scope or Wok i 2load additional wt.
15.....64114 PA S 0 . 44 S200n 153300 151 46 !0O0 4 • 13.010 00 the quaky
Amu.Nslwd Ham Avexm,wh.h
.ye...seedves ee.at.mdtu.11wad1.411
wIC.�.O1.mot M 1a.116-ImdY err 1...
Ceeere.NerNa0N4 P.L
1.4 .tlW..r Swim
07114 ory6d Bid quay msM RA but we.Change Order d it was
area to 61 EA.Moro1abrte s.0.0.3mp.of Work included
h SlmrtOmde S.dm 61 94 11.11003 3..930.00 M 110.060.00 1 1113000 stamalo.4ulmabry 103d Avenue NaM.dlam
woes. e wr. sr w .+.y w.se ..to be .ISed.
r w
le.001.4 r...r Pima,awm0MItsa31-
mrI...RFeente ereor M.wa 0414 Pals
ore.Bid eves.wall EA.0th0.1.Order 49 a wax
mums.to 37 PAP4o0118Yioce b the props Scope of Work ocludd
1.3 Cmm1.PWbWd.2M4 aye` EA H,19000 .151.:000 31 1163020.00 1 143900o Iwwex.m0m.m Jury 101d Avows Nam Pullman
ma..m eaves.thegtrity ofcommhun.to a 5228
n15
a pa.web .amsM M ltm 1 rorW-P.e.1 end Inst.Precool Ceeerele Maws P4141.1
Tom sits::
O 413 S000
1. A.tAw.dad
,w.ann:xar 9.sw.a piny.z.x.rr....al
Yee 11..e..ru.alr...J rwm5a.41115maw
drirew,a were exam.for 9,mee3 red cot.gwiwwere
c 4y0.R W sr349.30 145.9.00 3111 111155.10 -6603 mmpl4ltistaorwienl 1 l.0 9.m.Yly a.b.la
wedar.nJto r616ex1tPw.4a nee..trete Rom
1.-Rows 4r Rpm.C.4v..0rl9.w.9.(W.45175.1.11e
1.0.VS..(14.W9-141.41-3140 De..940 04
.1JS),ar 11-Ce..t.4.141.Wee.Male011..1
0.nm1..amsal.dr.) 20.4'A.h104..wdwr
f.95611
CO 04
V109e wwtm Rwn..g.l149C011,4 30-00
Coen.MrwBed.w IS'01(11 HIKE Ponce Main ea demo in der
comed dom.4 which m ge.igieal qua..iecludad�t
]! 1tN0Y0W 11101Fh..4...11P am I.ex.43r. rm yA U SIAM 132..6.30 Al 154}t) n .be SIMI.15 6.415.a.of vale, 0 Paw Al 3e paNwM mewed.
6natis.. J3.-PerWaar IW. st Pr.. e wale
...lea(1444 r).
1.34 Ilnd Ir pyCSmoky 1.w.
Additional 10-.Jt PVC Nvty s.m wane..tar 0s new grav0y
(10feee) 90 V $11600 111.339.91 131 311,30f11 91 f11u591 sews wmgnd mbry t03d Armes NOM for am Pap sum,10105.
Thew led wed bepahlmaw rm..lm0.M to
W4.4w..1Ag00•44.
007 m(I)ph.valve was included 01124 Schedule of Values bin the
W.wu 0)4.m p W mlreJ.r.+P a ansd.
tW was w.011..0 1.W.P00.11.11.rNanN
131 Is.Y4'll..V4.n. 1 fed S0A00m 31,4W.00 0 311.300.00 0 W.t00.00 wtl rs.rry.m..t MlaWw..r Ar....arm
le he
S.d twm rla w.ml.e rm...Aiween a .a 9m.N
Y00.(Sf17.11)Wa paid M.remla.9 awe.am
05.41E-I.W.4.1 W 4 Peet Pewee.Ada*.0414
hell
1.14 Pend.*t llVecm b.mwlWw.n
C.asmr meal cow P e.Cmste.A.doa@96w dew).
lower.de eeta.e dxum which u.em 4.4 me 00.I qualq
b. 16403601 15 PA S7,300m 092500.00 33 3246,400.00 1 153,900.00 ailed ietheSwdtadvshwtl...Pm0WapaM vela
mm..4.w.1MRssv-r.....er411.101 Precast
• Ce..le M6wa04141.3.
•
001r...r.st00edecw Preca0Ccecede Ma...(1Nt deep)as
love inthe co..dome...which emcee 0.0 lscre4i.1 quaver
der (IN fat) 10 44 511pmu0 1110,600.00 • II 1131,660.00 I 111.060.00 ixluded it Swale ofvJre.T.4e4mlf be paid wl.
�.y amen M 1w.13.-Purer..4.1.1.1411 Prmrt
Cewnl4M6.ba 0144P.4
•
Two Mel cemauare ofsm.0avti sewer le new pea
concrete aka lad.0 perfs..whew thin 0.4 mpa wee
.ror Ise lave.plwlaedal..lraty sorer het.mr m.
V0.4 and V0.1.is eve wee a..d to discovering 044v 4500ry
( dn..0 504.010)5'30'0oa.dvem.ruddtwo 3mJ141 36'BC?
331 00e.14.M.01.10 Pewee.elserPrecwe 000.4 Me.. 10 Fed 53,30000 166.000.00 24 1060000 3 16,600.00 4030Ityc044mplaad Matot0 depth.duudItty 0 pmpedy
Im.inverse.tile crossing under them W ram ofopm paµ it
wee dst6s.m3 Oat the marlins anew would be 10 0 place.Refer to
• RFl411 for dditioeJ.fom.0oe.t0le line 04. 1bepaM wlh
me...met...114.5.211-Pure.ar bal.Precast
cet.e.wwa nth M au
yt41 $94,661.04
Wellewater amen.9.n01134..r C0100 130,01.
333 Wall* nth..C.eer..14.10e4.
All mem.mmaa were mom.for pymmt 4.130 all qu.0ti.
ween..ed b mmlele U.weak the money Ming 6.n.a lea
Wan will be reed piny.e.dmumal gua.0.exceeded Cram..
Wattmeter Symten to miry rece.l g tn.0.3es Kee,.be
e I1u149.eV 40 00 $f.410ro 340593000 l5 i310,40um J cod.pal the adabal q..u.noted.seed Item).S-1w1
l m 13001g I.4 Pero,M..(..1,U1M 44'5. -1w4 Per.Vasa
(3:7p).3.06-1..R PeaO Goer.M.wa 411 feel
061.9141.1»a-1.4.Pmet CYw4 News 10 het
ry1Aw)9r.131-C44.s.6001.0.0001 veer le New Precast
Cewmr Maw.(34.600
•
4.2.454..mwtt.um Ism 3.Ne Main.N..wa114 3140105
PW
W.la.m Adman.11 51re.4..r COn4 _ 3000