14-Deliberate and act on a Resolution accepting a bid and approving the proposal for reconstruction of S. Collegiate DriveCITY COUNCIL AGENDA ITEM BRIEFING SHEET
Submittal Date:
Originating Department:
Presented By:
Agenda Item No.:
06/09/2010
Engineering, Planning
Shawn Napier, P.E. Director of
Council Date:
& Development
Engineering, Planning &
14.
06/14/2010
Develo ment
RECOMMENDED MOTION:
Move to approve a resolution authorizing an agreement for the reconstruction of S. Collegiate Drive to
R.K. Hall Construction Co., LTD in the amount of $1,465,740.40 and authorizing the City Manager to
negotiate and execute all necessary documents.
POLICY ISSUE(S):
Contract; Capital Improvement
BACKGROUND:
The City of Paris received two bids for the reconstruction of S. Collegiate Drive and R.K. Hall
Construction Co., LTD was the low bidder for the project. The project will widen the current S.
Collegiate Drive and allow it to become a major thoroughfare. Jefferson Road traffic will stop at S.
Collegiate Drive after the project is completed. Working in tandem with the City's project, the Texas
Department of Transportation (TxDOT) will be reworking the Jefferson Road section (F.M. 1507) to
widen it to a three lane section.
The City's project is broken into two sections. The north section extends from the bridge over Big
Sandy Creek south to the north intersection of Jefferson Road and S. Collegiate. This roadway section
will be widened from its current width of approximately 24-feet to a width of 38-feet. The project
includes turn lanes into the south parking lot area of Dragon Park and the Love Civic Center.
The south section extends fi-om Loop 286 north to the south intersection of Jefferson Road and S.
Collegiate. This proposed section will be widened from its current width of approximately 20-feet to a
width of 63-feet. The new roadway will include storm sewer pipes to drain the roadway and property to
the west of this S. Collegiate Drive section. This proposed storm sewer system is planned to be
constructed on the West side of the roadway.
A change order will be needed in the near future to help facilitate Right-of-Way (ROW) acquisition.
Specifically, one of the property owners on the south section has his property leased to someone to have
cows on the property, so a fence will be needed along the entire west side of the south section to replace
the existing one in the proposed (ROW).
Staff has estimated that we will have approximately $850,000 to $900,000 remaining after construction.
The City has options with what to do with the additional funds. However, the bond covenant limits what
the money can be used for to making improvements to the frontage access of South Collegiate Drive.
Examples of acceptable projects would be to construct the back road into the Police and Court Building,
do design work for replacing the bridge, or build a sidewalk from the current Trail de Paris end at the
Sports Complex south along S. Collegiate Drive to the Loop. The money could also be placed in the
interest & sinking fund and used to help make the related debt payments. To date we have paid TxDOT
$300,000 for the advanced funding agreement, Hayter Engineering fees in the amount of 75,219.25,
Chalaire Surveying fees in the amount of $11,860.00 plus issuance costs.
Staff recommends awarding the bid to R.K. Hall Construction Co., LTD in the amount of
$1,465,740.40.
City of Paris Revised 2/04/08
BOARD/ COMMISSION RECOMMENDATION:
EXHIBITS:
Resolution; Bid Tabulation; Aeria] Map
ACTION:
BUDGET INFO:
Bond Fund
❑ Financial Report ❑ Minute Order
Expense
$1,483,060.00+
❑ Department Report Z Resolution
❑ P
i
Budgeted Amt.
$2,960,837.00, Net Bond Proceeds
resentat
on ❑ Ordinance
❑ Public H
i
❑ O
h
yTD Actual
$493,859.25
ear
ng
t
er
Acct. Name
S. Collegiate Drive Reconstruction
Acct. Number
14-0350-46-00, 14-0351-46-00
r 15cAL 1V OTES:
REVIEWED AND APPROVED BY:
Z Administration Z City Clerk ❑ Community Development
❑ Municipal Court ❑ Legal ❑ Library ❑ Police
❑ EMS/IT ❑ Finance ❑ Fire
0 Eng./Public Works ❑ Utilities
City of Paris Revised 2/04/08
1 IL -
DRAFT
attorney\reswork\current\S. Collegiate Ext Awd & Contract Res 2010
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PARIS, TEXAS,
APPROVING THE BID AND AWARDING THE CONTRACT FOR THE SOUTH
COLLEGIATE DRIVE RECONSTRUCTION - SOUTH LOOP 286 TO BIG SANDY CREEK
TO R. K. HALL COIVSTRUCTION COMPANY, LTD, THE LOWEST RESPONSIBLE
BIDDER; MAKING OTHER FINDINGS AND PROVISIONS RELATED TO THE
SUBJECT; AND DECLARING AN EFFECTIVE DATE.
WHEREAS, the City Council of the City of Paris did heretofore, advertise for bids for
furnishing plant, labor, materials, and equipment, and for performing all work required for the
"South Collegiate Drive Reconstruction - South Loop 286 to Big Sandy Creek Project" which bids were
received until 3:00 o'clock p.m. Wednesday, the 2nd day of June, 2010; and,
WHEREAS, the lowest responsible bid for all phases of the project in the amount of
$1,465,740.40 was made by R. K. Hall Construction Company, Ltd, 1540 NW Loop 286, Paris, Texas
75460, and the contract should be awarded to R. K. Hall Construction Company, Ltd in accordance
with the unit prices bid and the other terms and conditions set out in the bid documents attached
hereto as Exhibit A; and,
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PARIS,
TEXAS:
Section 1. That the findings set out in the preamble of this resolution are hereby in all
things approved.
Section 2. That the bid of $1,465,740.40 from R. K. Hall Construction Company, Ltd, 1540
NW Loop 286, Paris, Texas for the "South Collegiate Drive Reconstruction - South Loop 286 to Big
Sandy Creek Project" is hereby accepted as the lowest responsible bid which provides the best value
to the City and the contract for this project is hereby let conditioned upon said contractor meeting all
of the terms and specifications included in the agreement and bid documents attached hereto as
Exhibit A.
Section 3. That the City. Manager be and he is hereby authorized and directed to execute
on behalf of the City of Paris an Agreement for the reconstruction and alignment of South
Collegiate Drive walks with R. K. Hall Construction Company, Ltd, in the form attached hereto and
incorporated herein as Exhibit A.
Section 4. That this resolution shall be effective from and after its date of passage.
PASSED AND APPROVED this 28th day of June, 2010.
ATTEST:
Janice Ellis, City Clerk
APPROVED AS TO FORM:
Will Biard, Mayor
12
W. Kent McIlyar, City Attorney
i ~
BID
PROJECT IDENTIFICATION:
CONTRA.CT IDENTIFTCATION
AND NUMBER:
THIS BID IS SUBMITTED TO:
South Collegiate Drive Reconstruction
HEI # 180042
City of Paris
1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an
agreement with OWNER in the form included in the Contract Documents to perform and
furnish all Work as specified or indicated in the Contract Documents for the Contract
Price and within the Contract Time indicated in this Bid and in Accordance with the other
ternis and conditions of the Contract Documents.
2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid
and Instructions to Bidders, including, without limitation, those dealing with the
disposition of Bid security. This Bid will remain subject to acceptance for ninety (90)
days after the day of Bid opening. BIDDER will sign and submit the Agreement with the
Bonds and other documents required by the Bidding Requirements within fifteen (15)
days after the date of OWiNER'S Notice af Award.
3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement,
that:
(a) BIDDER has examined copies of all the Bidding Documents and of the following
Addenda, receipt of all which is hereby acknowledged:
Number
J11--
Date
-S-3~2 0/0
(b) BIDDER has familiarized itself with the nature and extent of the Contract
Documents, Work, site, locality, and all local conditions and Laws and
Regulations that in any manner may affect cost, progress, perform.ance or
furnishing of the Wozk.
(c) BIDDER has obtained and carefully studied (or assumes responsibility for
obtaining and carefully studying) all such examinations, investigations,
explorations, tests and studies which pertain to the subsurface or physical
~ 11
ExHlBfT.,8..
129
conditions at the site or otherwise may affect the cost, progress,- performance or
furnishing of the Work as BTDDER considers necessary for the performance ar
furnishing the Work at the Contract Price, within the Contract Time and in
accordance with the other terms and conditions of the Contract Documents, and
no additional examinations, investigations, explorations, tests, reports or similar
information or data are or will be required by BIDDER for such purposes.
(d) BIDDER has reviewed and checked ali information and data shown or indicated
on the Contract Documents with respect to existing Underground Facilities at or
contiguous to the site and assumes responsi6ility for the accurate location of any
and all Underground Facilities. No additional examinations, investigations,
explorations, tests, reports or similar information or data in respect of said
Underground Facilities are or will be required by BIDDER in order to perform
and furnish the Work at the Contract Price, within the Contract Time and in
accordance with the other terms and conditions of the Contract Documents,
including specifically the provisions of Paragraph 4.04 of the General Conditions.
(e) BTDDER has correlated the results of all such observations, examinations,
investigations, explorations, tests, reports and studies with the terms and
conditions of the Contract Documents.
BIDDER has given ENGINEER written notice of all conflicts, errors or
discrepancies that it has discovered in the Contract Documents and the written
resolution thereof by ENGINEER is acceptable to BIDDER.
(g) This Bid is genuine and not made in the interest of or on behalf of any undisclosed
person, firm or corporation and is not submitted in conformity with any agreement
or rules of any group, association, organization or corporation; BIDDER has not
directly or indirectly induced or solicited any other Bidder to submit a false or
sham Bid; BIDDER has not solicited or induced any person, firm or corporation
to refrain from bidding; and BIDDER has nat sought by collusion to obtain for
itself any advantage over any other Bidder or over OWNER.
, iop - I a~. -v.v-a i .cJ - - ~ba-cc. .'.b -
4_
N0.
i.
2_
3.
4.
5.
6.
s.
9.
10.
11.
12_
13.
14.
1s.
16.
17.
zs.
19.
20.
BIDDER wi11 complete the Work for the following price(s):
UNIT PRICE SCHEDULE
E5TIMATED
DESCRIPTION
QUANTITY
Mobilization.
I LS
60" HDPE storm sewex.
1,255 LF
48" HDPE storm sewer.
12 LF
36" HDPE stornl sewer.
12 LF
30" HDPE stomi sewer.
698 LF
24" HDkE storm sewer.
192 LF
18" HDPE storm setiver.
397 LF
66" RCP stozm sewer.
8 LF
4' x 2' RCl' boZ culvert,
139 LF
24" RCP stonm sewer.
30 LF
21" RCP storm sewer.
36 LF
10` Recessed ialet. ,
11 EA
SETP-PD Headwall (for 66").
1 EA
SETP-PD Headwall (for 24").
2 EA
SETP-PD Headwall (foc 21").
2 EA
Inlet dovvnstream of detention pond.
1 EA
36" CH-FW-O Headwall.
1 EA
48" CH-FW-O Headwall.
I EA
4' x 4' Type H inlet with erate.
2 EA
Headwall and concrete channel rernoval
downstream of detention pond. 1 LS
UNIT
TOTAL
PRJCE
PRICE
$ 03 000'
$ /c)3, o00
$
$ ! 1S ? b~~ =o
Z,lC~o:
s )15~
S 13d'" r
$ ~ 3
$ / 7 Y D a
s VGb
ou
$ ~b/73Z s
$ 7S~
$ 71~ 77S o0
V o
g ~75
ao
~ Z zov
$ / O~
$ /e,070~
$ y3 ~
$ ~290 'o
$ 39
~ /yzS~ 60
$ 0700
$ Zg, 7vv °o
$ 77Sv
$ -7, c)._..
$ o0
vo
$ 6/ ov ~
36-00 ~G
$ 3S00
~i
Z700c-"
$ Z-7~0
Soo°=
s .~yoo~o
09ee) -
$
$
$
$
s S W "a
$
$ gODc~i $ ~o0d G~
13
rIC~n C! lU UJ:U..~cf flC`J'l.t'7- CfIs li1CC1 111s l, lt.
21.
Lime material.
542 TN
22.
8" Lime stabilized subbase (8%).
21,515 SY
23.
S" Asphalt (Type B) base.
16;915 SY
24.
2" Asphalt (Type D) wearing surface.
15,664 SY
25.
10" Concrete paving.
4,178 SY
26.
Curb and gutter.
3,510 LF
27.
Pavement markings.
1 LS
28.
Relocation existing fire hydrant.
1 EA
29.
10 x 6" Tapping sleeve and valve.
1 EA
30.
10 Y 8" Tapping sleeve and valve.
1 EA.
31.
8" x S" Tapping sleeve and valve.
1 EA
32.
Ductile iron fittings.
0.14 TN
33.
8" C-900 DR 18 PVC water main.
293 LF
34.
Standard 4' diameter rnlnhole (0'-6').
2 EA
35.
Additional ma.nhole depth (over 6').
4.5 VF
36.
SDR 35 PVC gravity sewer.
325 LF
37.
0'-5' Trenching, backf'ill, and cleanup.
212 LF
38.
5'4' Trenehing, backf ll, and cleanup.
53 LF
39.
Trench protection.
2,317 LF
40.
12" Road bore.
60 LF
41.
12" Steel encasement - road bore.
110 LF
42.
14" Road bore.
60 LF
43.
14" Steel encasement - road bore.
110 LF
r•-
~ ly9 s-'
s L/ oZy
U
777 ~
0
~ r
s sZ
U
s
zi 2s6 ~
s 13%-
s S 630
s /4-5~00
$ 2 yy ~
~vy ~
~ZU~~
$ ao=
$
~
pa
s Z~ba~
s zv
$~pZ--
~ -7 30
~ Z3~2
$ ~7 3r
$ 1 5q7 ~
$ J/ so
$ 6D~ So
O~
2317=-
$ lI`~'
$ C~~yv
$ 13~ ~
>
$ ~~oo =
~
14
. 3.32
2
1-1 d7-1 G( lU L1.7 ; UZ) d 1-1Gl7-1 IiCI GIIS 111CC1 liis 111- JU.~ t V~+...+v..~ I
44.
12" Steel encasement - open cut.
45.
14" Steel encasement - open cut.
46.
Subgrade mitigation.
47.
Erosion protection.
48.
Stormwater pollution prevention plan.
49.
Traff`ic control plan.
50.
Unclassified elcavation.
51.
Embankment material.
TOTAL BID:
TVV R- {f''xt?'40
ADDITIVE ALT'ERIVATE:
A 1.
60" RCP storm sewer.
A2.
48" RCP stozm sewer_
A3.
36" RCP storm sewer.
A4.
30" RCP storm seiver.
AS.
24" RCP storm sewer.
A6.
18" RCP storm sewer.
TOTA
L ADDITII'E AL?'ERN/,fJ,TE.•
/-u~ /~✓Nl1P'Ef~ ~tIJ~NT Y ~AK' O TG10~5l1roQ
r- I
73 LF
73 LF
~
$
10 CY
~
$
4,040 LF
$ y y yy ~G
1 LS
$
1 LS
~
$ o00
$ 000 -
5,660 CY
$
~
~ ~
s_
2:578 cY
au2
ftDS) ,-f
A1~Y C-fAY-75
IG S)
1,255 LF $ /So ~ /~K 2<Sd
~
12LF
$ / 7 0
12 z,F $ d =
698 LF $
192 LF $ 9'S'-
$ l~7yo
397 LF
$17sr~
(FI^~
(USE TVORDS) v 4Mt1Z~"
DEDUCTIVE ALTERM4 TE.•
D 1. 60" HDPE storm sewer.
D2. 48" FIDPE storm sewer.
D3, 36" HDPE storm sewer.
D4. 30" HDPE storm sewer.
1;255 LF
12 LP
12 LF
698 LF
15
1 J3
1'IdZJ C.! lU U0 : VOtl tla~l.cr~ CIlsiilcal ti1fo -<<+
D5. 24" HDPE storm sewez.
D6. 18" HDPE storni sewez.
192 LF
397 LF
~ vr
$ 7S~
r. -
17 ~j 7" -5'
---r--
TOTAL DEDUCTIVE .4LTER ~stTE:
~sA~.x~
(USE WORDS) (FIGURES)
5. BIDDER agrees tha# the Work will be substantially com.pleted and ready for fina]
payment vvithin 240 calendar days after the date when the Contract Time cammences to
run, as provided in the Creneral Conditions.
BIDDER accepts the provisions of the Agreement as to S500 per calendar day liquidated
darnages in the event of failure to complete the Work on time.
b. The foilowing dacuments are attached to and made a condition of this BID:
(a) Required Bid Security in the form of ( t(~ a
Comnlunications concerning this Bid shall be addressed to the address of BIDDER
indicated below.
8. The terms in this Bid, which are defined in the General Conditions of the Construction
Contract, included as part of the Contract Documents have the meanings assigned to them
in the General Conditions.
r--~
SUBMITTED on oN~- ~i- ~ Za~.~__•
%
Of the above total - Base Bid, $ is for materials actually
incoiporatec3 in the Work, and v is foz aIl other costs.
~ ya
J, yb ,5/ -710
15a
~ i
~
IF BIDDER IS:
An Individual:
By
doing business as .
Business Address:
Phone Number:
**~***********~*~x********~*************~*********x~~x****~*~*******~*~*:~******~*
A Partnership:
By 2,14YR(U- oMSTBUGi e~ T (Seal)
(Name of Firm) (GeneraI Partner's Printed Name nd Signature)
Business Address: /SYo N.vS/. G0o ~ ZA 'W P- 's {27x ? SY6o
Phone Iti'umber: No3~ 77g N' b'88a
A Corporation:
Name of Corporation: ,
State of Incorporation:
By
(Printed Name of Person Authorized to Sign and Signature)
(Title)
Attest:
Business Address:
Phone Number:
*~*******~~****~~~***~x****~******~***~*~*~x**~***~********~*~***~*~:*~********~*
A Joint Venture:
By
(Printed Name and Signature)
Address: Phone:
By
(Printed Name and Signature)
Address: Phone:
(Each joint venturer must sign. The manner of signing for each individual, partnership and
corporation that is a party to the joint venture should be in the manner indicated above.)
girli
LUU
(Individual's Printed Name and Signature)
eal)
(Printed Name and Signature of Secretary)
Corporate Seal)
16
i~t_J
Bid Bond '
SURETY AEPARTMENT
Conforms with the American Institute of
Architects, A.I.A Documents No. A-310
KNOW ALL MEN BY THESE PRESENTS,
That we, R. K. Halt Construction Ltd, as Principal
hereinafter called the Principai, and Travelers Casualtv and Surety Comaanv of America a corporation created and
existinb under the laws of the State of Connecticut whose principal office is in Hartford as Surety,
hereinafter called the Surety> are held and firmly bound unto Citv of Paris as Obligee, hereinafter
called the Obligee,
in the sum of Five Percent of the Greatest Amount Bid
Dollars ($5% GAB)
for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, admiristrators, successors and assigns, jointly and severally, firmly by these presents
Whereas, tlie Principal has submitted a bid for Reconstruction of 3,229 If of S. Collegiate Drive
NO W, TI-lEREFORE, if the Obligee shatl accept the bid of the Principal and the Principal shall enter into a concract with the
Obligee in accordance with the terms of such bid, and give such bond or bonds as may be speciFied in the bidding or contracc
documents with good and sufticient surety for the faithful performance of sueh contraet and for the prompt payment of labor and
material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such
bond or bonds, if the Principal sha(1 pay to the Obligee the difference not to exceed ihe penalty hereof between the amount
specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the
work covered by said bid, then this obligation shall be nnll and void, otherwise to remain in full force and effect
Sijned and sealed this 2nd day of June, 2010
R. K. Hail Constrvction, Ltd.
(Principal
BY W - (Sc:.Ai,)
Travelers Casa It and Suret Com an of America
Surety)
t
By (SEAL)
chard . aiker Attomey-in-fact
JLJ~
~ - - - -
„ WAflNING: THIS POb'VER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
. ~
1"RbVELERS J
Atrorney-In Fact No. 220749
POWER QF ATTORNEY
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Undenvriters, lnc.
Seabosrd Surety Company
St. Paul Fire and Nlarine Insurance Company
St. Paul Guardian Insurance Company
SL Paul Mercury Insurance Company
Travelers Casuatty and 5umty Company
Travelers Casualty and Surety Company ot America
United States Fidelity and Guaranty Companv
Certifcate No. 003046246
KNOW ALL N'IEN BY THESE PRESENTS: T'ha[ Seaboard Surzty Company is a corporation dui}' organized under Ihe laws of the State of \ew York, [hat St. Paul
Fire and Ivlarine Insurance Company, St. Paul Guardian Insurance Compam and St. Paul Mercury Insurance Compa-iy are c(irporations duty or-anized under thz laws
nf the S[ate of blinnesota, that Farmington Casualty Company, Travelers Casualty and Surety Compan}', and Travelers CasuaIty and Surery Company of .4merica are
carporatiols duly organized under the laws of the State of Connecueut, that United Stutes Fidelity and Guaranty Company is a corpora[ion duly organized undi:r thr
la+vs of the State of Maryland, that Fidelity and Guazanry Insurance Company is a corPoration duly organized undcr ttie laws of the Sta[e of lowa, and that Fidelitv and
Guaranty Insurance Undenvriters, Ine. is a cocporation duty organized nnder [he laws oF the State of Wisconsin (hereir, collectively called the "Companies"). and chm
the Companizs do hereby make, constimte and appoint
Richard W. Daiker, Tony Fierro, Johnny Moss, and Jay Jordan
of [he Ciry o: it Stnte oF Tgxas their Irue and lawful Atturr,cyf:)-in-Ft:c[.
each in their stparate caplCll4' It I11QfC (h:lR Qf10 1S t18Rizd iI70V0, to siLn, erecute, senl und acknowledae any and all bonds, recugmzances, conditional undertakings and
othor writing; ohligaton• in the nature thereof on behalf oF the Companies ir. their business o( guaranteeing the fidcliry of persons, euaranteeine the pertormancr of
conirucis and executing ar ouaranteeing bonds and undertakings reyu:reJ or pecmitted in any aetions or procaedings altowed by law. ~
IN 1V1TNESS WHBREOF, the Companies have cawed this instrument w 6e signed and their corporate seals to be hercto affixed, this 3fd
Lk,) Ot June 2009
Farmingcon Casualty Company St. Paul Guardian Insurancc Company
Fideliry and Guaranty Iruorance Cump:my St. Puul Ntercury lnsurance Company
Fidelity and Cuaranty Insurance Underµriters, lnc. Travelers Casualty and Surety Company
Seaboard 5urety Company Travelers Casualty and Surety Companv of Americ:i
SL Paul Fire and hlarine Insurancc Company United States Fidelity and Guaranty Company
r ~r.su~ su~ry .,*c a O*N !k ~ J„s aN c fp
J~, ' \ •~..;SU p~. .~!'Vq t J~~ O o ~yp Wµ)4~ F~}TY.{"V
n ol C:c'~ br~ORtOY~rf~_r,~ a
Z~~ a ~ 1977 g ~~rm i927 .t~.. ;m z: W wurwRO. 1896
~ 1951 s SE AL io~l ~ ca+~n. g ww+. e N „
1 D ~ ~q~6 ~ ~1STRL;~i w o
M1. S. A~ s•._. t 1 ~a Ah
'
S[ate of Connecticut
Citv of Hanfnrd sti.
By:
Gcore ' T'hompson, enior ice Presidznt
Ou thia the 3rd day OfJune , 2009 , before me personally appeared George W. Thompson, who acknuwlcdged
himself to be the Senior Vice President oF Farmin;ton Casualry Coinpany, Fidelity and Guaranty Insurance Company, Fidelity and Guarinty Insurance Underwriters.
[nc., Senboard Surety Cnmpany, St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insuranee Company, St. Paul Mercury Insurance Company, Travelrn
Casualt~ and Surety Canpanp, Travelers Casualty and Surery Company of America, and United States Fidelity and Guaranty Company, and that he. as such, bein.,
authonzed so to do, esecuted the fore~oing instrument far the purposes tlierein contained by signing on bchalf of the corporations by himself as a duly authorizeci officer.
~G,Ter, ,
Ln NN`itness Whereaf, 1 hereunto set my hanJ and official seal. ~I
My Commissinn expires the 30th day of June, 2011.
cl p~L~G *
58440-5-07 Printed in U.S.A.
Muric C. Tetrcault, Yntary Pubiic
a
A
WARNING: TH1S POWER Of ATTORNEY IS INVALID WiTHOUT THE RED BORDER
~ r n
"
~L J f
HAYTER
ENGINEERING, INC.
CONSULTANTS PLANNERS ENGINEERS
June 17, 2010
Mr. Kevin Carruth, City Manager
City of Paris
135 SE ls` Street
Paris, TX 75460
4445 S.E. LOOP 286
PARIS, TEXAS 75460
(903) 785-0303
FAX (903) 785-0308
REFERENCE: South Collegiate Drive Reconstruction - South Loop 286 to Big Sandy Creek
HEI # 180042-280
Dear Mr. Carruth:
On June 2, 2010, the City of Paris received bids for the above referenced project. Two bids were
received, with the lowest being that of R.K. Hall Construction Co., LTD in the base bid amount of
$1,484,412.40, additive alternate of $272,829.00, and deductive alternate of $291,501.00. A bid
tabulation is attached for your review.
We have verified the mathematical accuracy and completeness of both bids, and have verified that
the bonding company is licensed in Texas. The low bid appeazs to conform to the contract document
requirements. Based upon the Statement of Bidder's Qualifications, we believe the low bidder to be
responsive and responsible.
We therefore recommend award of this project to R.K. Hall Construction Co., LTD in the base bid
amount of $1,484,412.40,plus additive alternate of $272,829.00, and less deductive alternate of
$291,501.00, for a total award of $1,465,740.40. If the City concurs with this recommendation,
please sign the attached three original Notice of Award forms. Upon signing, please return all three
originals to this office for further execution.
Sincerely,
o F r4~
HAYTER ENGINEERING, INC.
Michael J. an, P.E. DONNAN
7%,
Project Manager
65217
JEnclosures
•.~`aNAt
cc: Shawn Napier, P.E., City Engineer
Service Since 1957
TBPE F-000315
1 J .J
8id ? abulation
City of Paris
South Collegiate Drive Reconstruction
South Loop 286 to Big Sandy Creek
HEI #180042
~ N ~IAAfl
YY116
3:00 p.m.
R.K. Hall
Richard Drake
Construction, LTD
Construction Co., LP
EsUmated
Unit
Total
Unit
Total
Item
Descri tion
Quanti
Price
Price
Price
Price
1
Mobilization
1 LS
103,000.00
103,000.00
152,856.00
152,856.00
2 6
0" HDPE storm sewer
1,255 LF
156.00
195,780.00
132.90
166,789.50
3 4
8" HDPE storm sewer
12 LF
180.00
2,160.00
116.00
1,392.00
4
36" HDPE storm sewer
12 LF
115.00
1,380.00
63.40
760.80
5
30" HDPE storm sewer
698 LF
63.00
43,974.00
39.80
27,780.40
6
24" HDPE storm sewer
192 LF
96.00
18,432.00
27.50
5,280.00
7
18" HDPE storm sewer
"
397 LF
8 LF
75.00
00
275
29,775.00
200.00
2
14.58
349.00
5,788.26
2,792.00
8
9
RCP storm sewer
66
4' x 2' RCP box culvert
139 LF
.
130.00
,
18,070.00
183.00
25,437.00
10
24" RCP storm sewer
30 LF
43.00
1,290.00
51.40
1,542.00
11
21" RCP storm sewer
36 LF
39.60
1,425.60
42.80
1,540.80
12
10' Recessed inlet
11 EA
2,700.00
29,700.00
3,580.00
39,380.00
13
SETP-PD Headwail (for 66"
1 EA
7,750.00
7,750.00
2,140.00
2,140.00
14
SETP-PDHeadwall for24")
2EA
900.00
1,800.00
680.00
1,360.00
15
SETP-PD Headwall for 21"
2 EA
800.00
1,600.00
690.00
1,380.00
16
Inlet downstream of detention nd
1 EA
31500.00
3,500.00
2,800.00
2,800.00
17
36" CH-FW-0 Headwall
1 EA
2,700.00
2,700.00
5,240.00
5,240.00
18
48" CH-FW-0 Headwall
1 EA
5,400.00
5,400.00
8,940.00
8,940.00
19
4' x 4' T e H inlet with rate
2 EA
2,900.00
5,800.00
5,580.00
11,160.00
Headwall and concrete channei removal
20
downstream of detention ond
1 LS
8,000.00
8,000.00
1,960.00
1,960.00
21
Lime material
542 TN
149.50
81,029.00
152.10
82,438.20
22
8" Lime stabilized subbase 8%
21,515 SY
1.80
38,727.00
2.35
50,560.25
23
8" As halt T e B base
16,915 SY
22.00
372,130.00
25.45
430,486.75
24
2" As halt T e D wearin surface
15,664 SY
6.20
97,116.80
6.75
105,732.00
25
10" Concrete avin
4,178 SY
52.00
217,256.00
56.90
237,728.20
26
Curb and utter
3,510 LF
13.00
45,630.00
18.48
64,864.80
27
Pavement markin s
1 LS
12,500.00
12,500.00
13,200.00
13,200.00
26
Relocation existin fire h drant
1 EA
1,144.00
1,144.00
1,185.00
1,185.00
29
10" x 6" Ta in s sleeve and valve
1 EA
2,444.00
2,444.00
2,155.00
2,155.00
30
10" x 8" Ta in sleeve and valve
1 EA
2,886.00
2,886.00
2,720.00
2,720.00
31
8" x 8" Ta in sleeve and valve
1 EA
2,808.00
2,808.00
2,645.00
2,645.00
32
Ductile iron fittin s
0.14 TN
3,120.00
436.80
5,900.00
826.00
33
8" C-900 DR 18 PVC water main
293 LF
19.00
5,567.00
26.45
7,749.85
34
Standard 4' diameter manhole 0-6'
2 EA
2,860.00
5,720.00
4,640.00
9,680.00
35
Additionai manhole de th over 6'
4.5 VF
156.00
702.00
336.00
1,512.00
36
8" SDR 35 PVC ravi sewer
325 LF
7.30
2,372.50
19.60
6,370.00
37
01-5' Trenchin
212 LF
7.30
1,547.60
11.00
2,332.00
38
5'-8' Trenchin
53 LF
11.50
609.50
15.00
795.00
39
Trench rotection
2,317 LF
1.00
2,317.00
2.80
6,487.60
40
12" Road bore
60 LF
114.00
6,840.00
115.00
6,900.00
41
12" Steel encasement - road bore
110 LF
62.00
6,820.00
40.40
4,444.00
42
14" Road bore
60 LF
130.00
7,800.00
67.20
4,032.00
43
14" Steel encasement - road bore
110 LF
64.50
7,095.00
41.80
4,598.00
44
12" Steel encasement - o en cut
73 LF
78.00
5,694.00
48.70
3,555.10
45
14" Steel encasement - o n cut
73 lF
80.00
5,840.00
51.80
3,781.40
46
Sub rade miti ation
10 CY
14.00
140.00
35.00
350.OC
47
Erosion rotection
4,040 LF
1.10
4,444.00
4.40
17 776.OC
48
Stormwater ollution prevention lan
1 LS
800.00
800.00
7,200.00
7,200.0(
49
Traffic control lan
1 LS
12,000.00
12,000.00
27,500.00
27,500.0(
50
Unclassified excavation
5,660 CY
7.65
43,299.00
5.00
28,300.0(
51
Embankment material
2,578 CY
2.70
6,960.60
9.65
25,393.3(
TOTAL BID
$1,484,412.40
$1,629,616.21
A1
Additive Attemate:
60" RCP storm sewer
1,255 LF
150.00
188,250.00
212.40
266,562.0(
A2
48" RCP storm sewer
12 LF
145.00
1,740.00
134.00
1,608A(
A3
36" RCP storm sewer
12 LF
110.00
1,320.00
83.40
1.000.8(
A4
30" RCP storm sewer
698 LF
48.00
33,504.00
.n - nn
55.75
.n nn
38,913.51
O 4 R7 AI
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