2010-071 RES S. COLLEGIATE/RK HALL RECONRESOLUTION N0. 2010-071
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 CONSTRUCTION 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:
Secrion 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 28'' day e, 20 _
,;EST: Will Biard, Mayor
e Ellis, City Clerk
APPROVED STO M:
W. Kent lyar City ttorney
J
BID
PR03ECT IDENTIFICATION:
CONTRA.CT IDENTIFZCATION
AND NUMBER:
THIS BTD IS SUBMITTED TO
South Coilegiate 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 atl 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 a11 of the terms and conditions of the Advertisemeat or Invitation to Bid
and Instructions to Bidders, including, without limitation, those dealing with the
disposition of Bid security. This Bid witl remain subject to acceptance for ninety (90)
days after the day of Bid openino. BIDDER tivill sign and submit the Agreement with the
Bonds and other documents required by the Bidding Requirements within fifteen (15)
days after the date of OWNER'S Notice of Award.
In submitting this Bid, BIDDER represents, as more futly set farth in the Agreement,
that:
(a) BIDDER has examined copies of ail the Bidding Documents and of the following
Addenda, receipt of all which is hereby acknowledged:
Number Date
-1?-- < IZ f20i0
(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, performance or
furnishing of the Work.
~r _
(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
10 ExHiBIT -L
~ conditions at the site or otherwise may affect the cost, progress, performance or
furnishing of the Work as BIDDER considers necessary for the perfarmance or
furnishing the Work at the Contrac# 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 simila.r
information or data are or will be required by BIDDER for such purposes.
(d) BIDDER has reviewed and checked all information and data shown or indicated
on the Contract Documents with respect to existing Underground Facilitzes at or
contiguous to the site and assumes responsibility 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 perforrii
and furnish the Work at the Contract Price, within the Contract Time and iiz
accordance with the other terms and conditions of the Contract Documents,
including specif cally the provisions of Paragraph 4.04 of the General Canditions.
(e) BIDDER has correlated the results of all such observations, exazninations,
investigations, ekplorations, tests, reports and stud'zes with the terms and
conditions of the Contract Documents.
(fl BIDDER has given ENGTNEER tivritten notice of all conflicts, errQrs 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 hehalf 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 ar 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 not sought by coltusion to obtain for
itself any advantage over any other Bidder or over OWNER.
a
~
12
J - I +.v uv,v...ia i.aJ - .b - -
4. BIDDER will complete the Work for the following price(s):
UNTT PRICE SCHEDY7LE
ESTIMATED
N0.
DESCRIPTION
pUANTITY
1.
Mobilization.
I LS
2_
60" HDPE stortn sewer_
1,255 LF
3.
48" HDPE storm sewer.
12 LF
4.
36" HDPF, storn7 sewer.
12 LF
5.
30" HDPE storni sewer.
698 LF
6.
24" HDPE storm seiver,
192 LF
7.
18" HDPE storm setiver.
397 LF
S.
66" RCP stozza sewer.
8 LF
9.
4' x 2' RCP bos culvert.
139 LF
10.
24" RCP storm sewer.
30 LF
11.
21° RCP storm sewer.
36 LF
12.
10` Recessed inlet,
11 EA
13.
SETP-PD HeadwaIl(for 66").
1 EA
14.
SETP-PD Headwall (for 24").
2 EA
15.
SETP-PD Headwall (for 21
2 EA
16.
In1et dowmstream of detention pond.
1 EA
17.
36" CH-FW-O Headwall.
1 EA
18.
48" CH-FW-O Headwall.
I EA
19.
4' x 4"rype H inlet with grate_
2 EA
20.
Headwall and concrete channel removal
downstream of detention pond.
I LS
1---
UNIT
TOTAL
PItICE
PRICE
S 03 000
s /03, o00
~/Y-6
$Iqs~7 YO~
~
S 1390
$ d3=-
$ y5~
~
$ V Gb
ov
$ /~i ` `
$ -7S
$ 77.s G. °
pb
~ z75
ao
~ Z, zov
O~
$ /"Ip7p~
~ y3 0'
~ ~ 2 90 _
$ 39 6°
60
s Z7oa ~
$ Zg, 7cle) oa
$JI~O-'
$ Z 7 sv
~ vv
$ P
$ vo
s 6/ ov -
$ 3S00 ~G
$ ~SpO ~J
~
$ Z-76V'--o
$ S oa
~ -yoo ~o
$ ~9~~ ~
$ S a~
$ SODc~ee $ glDOd
13
7-Id5 G: 1 U UJ: U0cf f1G1~LC1' CCtslIICCI llls 111c+ - ~ - r u- ..+c.r- r
r. -
21.
Lime material.
542 TN
S p
$ 1y?
oa
s 9J Oz~ -
22.
8" Lime stabilized subbase (8%).
21;515 SY
s~
$'3 91 7Z7 -
23.
S" Asphalt (Type B) base.
16,915 SY
S-2Z G-
$ Y7,
F30 `i-
I
90
24.
2" Asphalt (Type D) wearing surface.
15,664 SY
s~~-
s-__`~~
25.
10" Concrete paving.
4,178 SY
u~
3 5_2
u~
S Z/ '0-S6 ~
26.
Curb and gutter.
3,510 LF
$ 13
$ Y 630 ~
27.
Pavement markings.
1 LS
s 12~J~Oo '
s/~LSo
28.
Relocation existing fire hydrant.
1 EA
0
$
S~__°-G _
29.
10" x 6" Tappino, sEeeve and valve.
1 EA
~o
$ 2 yY "
oc
~/r1-'~'
30.
10" :c S° Tapping sleeve aild valve.
1 EA
S 79,Y6 ~
$ 2, X96
31.
8" x S" Tapping sleeve and valve.
1 EA
s Z U~-
~ Z od'=
32.
Ductile iran fittings.
0.14 TN
s 3/2-0 r
$ `/3 6 2
33.
8" C-900 DR 18 PVC water main.
293 LF
~
s~ f
~oa
~ 7 r
34.
Standard 4' diarneter manhole (0'-6')_
2 EA
~c
s Z/"°
106
$ 20-
35.
Additional manhole depth (over 6').
4,5 VF
w
$/sb -
~
$ 70Z'
36.
SDR 35 PVC gravity sewer.
325 LF
s -7"
$ Z3-7 Z
37.
0'-5' Trenchina, backfill, and cleanup.
212 LF
3r
$
60
5~ 7
38.
5'-8' Trenching, backfill, and cleanup.
53 LF
39.
Trench protection.
2,317 LF
s
o~
J~
40.
12" Road bore.
60 LF
s
41.
12" Steel encasement - road bore.
110 LF
va
S~
$~~Z
42.
14" Road bore.
60 LF
Gn
$
~v
,d
~ y S~
43.
14" Steel encasement-road bore.
110 LF
$
$ c
:4
1"ld`J' G! ill Uzi:U;Z)Gl ~7C~VCI' GfIS11(CCt 1116 11-
44. 12" 5teel encasement - open cut.
45. 14" Steel encasement - open cut.
46. Subgrade mitigation.
47. Erosion protection.
48. Storrnwater poliution prevention plan.
49. Traffic control plan.
50. Unclassifed e::cavation.
51. Emhankment material.
TOTAL BID: dW /yliaioN ye Jlun~t~o
%~v2 k,,A,-YtW i*SE W
ADDI7'IY E ALTERNATE:
A I. 60" RCP storm sewer.
A2. 43" RCP storm sewer_
A3. 36" RCP storm sewer.
A4. 30" RCP storm se-vver.
AS. 24" FCP storm sewer.
A6. 18" RCP storni sewer.
TOTAL ADDITIP'E AL7'ERN
;~LTE:
r- - I
73 LF
73 LF
$
s
10 CY
s l`~o
4,040 LF
$ yy yY o0
1 LS
$ ~O° ~
~ ~O o
1 LS
~
$ Z ooo'-
-
$,7~, ooa
5,660 CY
2,578 CY
r~
~60
~,~i~'
y-°-
EZDS) ;e
~ -~ry Crf/v)-,
IG S)
1,255 LF s /S"o
12 LF $ ~ ys.--
7 D`-~`
12LF s
$
698 LF $
$
192 LF
397 LF
((ISE IYORDS)
17EDUCTIVE ALTFR11rATE.•
D1.
60" HDPE storm sewer.
1,255 LF
D2_
48" F-IDPE storm sewer.
12 LF
D3.
36" HDPE storm sewer.
12 LF
D4.
30" HDPE storm sewer.
698 LF
2
(F1~
~o
$ ~s~' $ / ~S 7~7U
$ 12" $ 7•__~_ r ~'C
~
15
11 a`1j C! LU U.7: Uv-7d I'lO„", l, C(" L116 111CC1 111S t It - .av.~ I .
r• -
.
0.0
D5. 24" HDPE storm sewez. 192 LF s'"6
i- i-
D6. 18" HDPE stornl sewer. 397 LF ~7->
~
7'OTALDEDUCTIb''EALTER ATE:
it,v,~lv,~l~o oNh 14'w 0sA*A,) ,~a~ ~5_
(USE WORDS) (FIGURES)
5. BIDDER agrees that the Work will be substantially completed and ready fax final
payment within 240 calendar days after the date when the Contract Time cammences to
run, as pravided in the General Conditions.
B£DDER accepts the pzovisions of the Agreement as to S500 per calendar clay liquidateci
damages in the event of failure to cornplete the Work an time.
6. The foilowing doeuments are attached to and made a condition of this BID:
(a) Required Bid Security in the farm of (3 t Q_&"yi)
7. Comniunications concerning this Bid shall be addressed to the address of BIDDER
indicated below.
The terms in tlus Bid, which are deined in the General Conditions of the Canstruction
Contract, included as part of the Contract Documents have the meanings assigned to them
in the Genezal Conditions.
r---
SUBMITTED on j c/N 20 1
%
Of the above total - Base Bid, $ y'D~ ~OJ is for materials actualIy
incorporated in th.e Work; and $ is fox atl other costs.
/7 r
✓'!J ` V r, ~ yb~ ~ 7I O •.-P--
15a
IF BIDDER IS:
An Individual:
By
(Individual's Printed Name and Signature)
doing business as,
Business Address:
Phone Number:
A Partnership:
I3y R, 14g RCL aNST~~lG~~ e~ cr-r (Seal)
/ (Name of Firm) (GeneraI Partner's Printed Name nd Signature)
Business Address: /SL/o N.v~/. Gda Zk4 '7 SYbo
Phone Number: (Q03~ -7,8 q - b'8g0 T~
A Corporation:
Name of Corporation: ,
State of Incorporation:
By
(Printed Name of Person Authorized to Sign and Signature)
Attest:
(Title)
(Printed Name and Signature of Secretary)
a
0
Business Address:
Phone Number:
*~:***~~****~***~~~****x~****~~***~~************~*****~~~********~*~~~~**~***~x~*
A Jaint Venture:
By
Address:
(Printed Name and Signature)
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 rnanner indicated above.)
16
Seal)
(Corporate Seai)
Bid Bond
SURETX DEPARTMENT
Conforms with the American Institute of
Architects, A.I.A Documents No. A-310
KNOW ALL MEN BY THESB PRESENTS,
That we, R. K. Halt Construction Ltd. as Principal
hereinafter called the Principat, and Travelers Casualtv and Surety,Companv of America a corporation created and
existin- under the laws of the State of Connecticut whose principal office is in Hartford as Surety,
hereinafter called the Surety, are heid and firmly bound unto Citv of Paris as Obiigee, hereinafter
called the Obligee,
in the sum of Pive Percent af the Greatest Amount Bid
Dollars ($5°/a 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, ftrntly by these presents
VVhereas, the Principal has submitted a bid for Reconstruction of 3,229 !f of S. Collegiate Drive
NOW, `I,I-iEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the
Obligee in accordance with the terms of such bid, and give snch bond or bonds as may be specified in the bidding or contract
documents with good and sufficient surety for the faithful performanee of such coniract and for the prompt payment of labor and
material furnished in the prasecution thereof, or in the event of the faiIure of the Principal to enter such contract and give such
bond or bonds, if the Principal shafl pay to the Obligee the differenca not to exceed the 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 perfarm the
work coverzd by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect
Signed and sealed this 2nd day of Jiine, 2010
R. K. Aall Construction. Ltd.
(Principal
By
Travefers Casu It and Suret Com an of America
Surety)
c
gy (SEAL)
chard . aiker Attorney-in-fact
WARNWG: THIS POWER QF ATTOANEY IS I
432h,
1'RAVELERS J
POWER OF ATTORNEY
Farmington Casualty Compan}'
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Undertivriters, Inc.
Seaboard Surety Company
Sf. Paul Fire and Ntarine Insurance Company
Aitornev-In Fact No. 220749
80RDER
St Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No. 093046246
KNOW ALL LNIEN BY THESE PRESENTS: Tha[ Seaboard Surety Company is a corporation dui}, organized under thz 1aws of Lhe State of:\ew Yark, rhat St. Puiil
Fire and Marine Insurancce Company, St. Paul Gourdian Insurance Company and St. Paul ivlercury Insivance Company are corporacions duly organized under ,he Inw~
of th: State of Minnesoca, tha[ Farmingtan Casualty Campany. Travelers Ca,ualty and Surety Compan}, and Travelers Casualty and Surery Company of America are
corpuratioas duly organized under the laws of the State of Connecticut, that United Stutes Ffdelity and Guaranty Company is a corporation duly organized under thr
laws of the State of Maryland, that Fidclity and Guaranty Insurance Company is a corporation duly organized under tlie laws of the Smce of towa, and that Fidelicv and
Guaranty Insurance Underwriters, Ine. is a corporation duly organized undar the laws of the State of Wiseonsin (herein collectively called the "Compan;es-), and thai
th,° Companits do hereby ntake, consiituta and appoin[
Rschard W. Daiker, Tony Fierro, Johnny Moss, and Jay Jordan
ot'thz Ciry o€ RoektiWa[,) Stute of T";X,As•tfieir true aud IawFul Attorr;ey~s)-in-PUcL.
eeach in their szparate capacity if n-vorc than one is named ahove, to sign, execute, seal and acknowledge any aod ali bonds, recognizances, conditiooal undcrt.~kinos and
odier writings ob(igatory in the ttsture [hereof on beh;ilf of thc Companies ir: their business of oua.*anteeing the fidclity of persons, guarantezine tl7i perfonnancc ot
conirac[, und e,recuum~ ar nuaranteeing bonds and undertakings requ:red or permitted in any ac[ions or proceedin,s allowed by law.
IN WiTtiESS WHEREOF, the Companies have caused this ins[rument to 6e sioned and [heir corpurate seals to be Itere[o affxed, this
~~:,y ~,t June 2009 ~
Fzrmington Casualty Company
Fidelity and Gaaraniy Insurance Company
Fidelity und Guaranty Insurance Underwriters, lnc.
Seaboard Surety Company
St. Paul Fire and nIarine Insurance Company
3rd
St. Paul Guardian insurance Comgany
St. Paul Niercury lnsurance Campanv
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
Gnited States Fidelity and Guaranty Company
ASU . ~JUf~r VE1RE 6 ` M ~MS j tN44q nl~.iHO 5Y1 f~}tY.~//~~
t♦ r ~ O .9 JP ...........9 ` r L Q
t e°'°°`y. t o * ~ }E @'~ • . ( o;~ • .1'• ~
O t'oR00q f~ ~ ~ '9
~ 1962~0 0 ~ ' w~llm 1~27 ~ ~~~m ~Wr~OaTORAJ~iP~ a ~ ~taacntm
M,~RlFORD. + ~t4lRti0F4 ~ i896
x ~`~r'~ ` ~1977~ 195f s 1~'. ~o CONN. o ys GaW. @ in
~,.58RLi'n W r q9~ 4
' ~.N > ~K~ ~i'cFhfW~ °1~w`,.^•"M• ~,,~~MAN,~✓", ~r•...,.:*~a ~1 *a+a { ~ ,t+•+ ~✓/1 AhY~
Scate of Connecticut
C'ity of H.inford sti.
B y:
Gcorg6 Thompson, t-r 'ica Presidzn[
Un thi; tlle 31'd dsy of JU(12 , 2009 , before me personally uppeared Georae W. Thompsoit, wha acknowled,cd
himself to be the Seniur Vice President of Farmington Cusualcy Cmnpany. Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurancr UndzrwrikTs
[nc., Seaboard Surety Cnmpanv, St. Paul Fire and Marine Insurancz Companq, S[. Paul Guatdian Insuranee Company, St. Paul Mercury Insurxnce Company, Travelen
Crsualtt and Surery Compan}•, Travelers Casualry and Surety Company of America, and United States Fideliry and Guaranty Compnny, and that he_ as sucn. being
authonzrJ so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corpora[ions by himself as a duly authonzed off cer.
eg
In ~Vitness ~i'hereoP, I hereunto set m~~ h:inJ and oFficial seal. l~ly Commission expires Ihe 30th day oI ]une. 2Q11. Nluric C. Tetrzault. Notary Public
58440-5-07 Printed in U.S.A.
WARNING: THIS POWER QF AT70RNEY IS INVAUD WfTHOUT THE RED BORDER
Bid abulation
City of Paris
South Collegiate Drive Reconstruction
South Loop 286 to Big Sandy Creek
HEI #180042
J~~iqu &v ew
3:00 p.m.
R.K. Hall
Construction, LTD
Richar
Constructi
d Drake
on Co., LP
l
T
Unit
Totat
Item
Descri tion
Estimated
Quanti
Unit
Price
ota
Price
00
000
103
Price
00
856
152
Price
856.00
152
1
Mobilization
1 LS
103,000.00
.
,
00
780
195
.
,
132
90
,
789.50
166
2
60" HDPE storm sewer
1,255 LF
156.00
.
,
00
160
2
.
00
116
,
392.00
1
3
48" HDPE storm sewer
12 LF
180.00
.
,
00
380
1
.
40
63
,
760.80
4
36" HDPE storm sewer
12 LF
115.00
.
,
974
00
3
.
80
39
780.40
27
5
30" HDPE storm sewer
698 LF
63.00
.
4
,
432
00
1
.
27
50
,
280.00
5
6
24" HDPE storm sewer
192 LF
96.00
.
8,
00
775
29
.
14
58
,
788.26
5
7
18" HDPE storm sewer
397 LF
75.00
.
,
00
200
2
.
349
00
,
792.00
2
8
66" RCP storm sewer
8 LF
275.00
.
,
00
070
18
.
00
183
,
437.00
25
9
4' x 2' RCP box culvert
139 LF
130.00
.
,
00
290
1
.
40
51
,
542.00
1
10
24" RCP storm sewer
30 LF
43.00
.
,
60
425
1
.
42
80
,
540.80
1
11
21" RCP storm sewer
36 LF
39.60
.
,
00
700
29
.
00
580
3
,
380.00
39
12
10' Recessed inlet
11 EA
2,700.00
.
,
00
750
7
.
,
00
140
2
,
140.00
2
13
SETP-PD Headwall (for 66")
1 EA
7,750.00
.
,
00
1
800
.
,
00
680
,
360.00
1
14
SETP-PD Headwall (for 24")
2 EA
900.00
,
.
00
1
600
.
00
690
,
380.00
1
15
SETP-PD Headwall for 21"
2 EA
800.00
,
.
00
500
3
.
00
800
2
,
800.00
2
16
Inlet downstream of detention pond
1 EA
3,500.00
.
,
00
700
2
.
,
00
240
5
,
240.00
5
17
36" CH-FW-O Headwall
1 EA
2,700.00
.
,
00
400
5
.
,
00
940
8
,
940.00
8
48" CH-FW-O Headwall
1 EA
5,400.00
.
,
00
800
5
.
,
00
580
5
,
160.00
11
P
4' x 4' T e H inlet with rate
2 EA
2,900.00
.
,
.
,
,
20
Headwall and concrete channel removal
douvnstream of detention pond
1 LS
8,000.00
8,000.00
00
81
029
1,960.00
152
10
1,960.00
438.20
82
21
Lime material
542 TN
149.50
.
,
727
00
38
.
35
2
,
560.25
50
22
8" Lime stabilized subbase 8%)
21,515 SY
1.80
.
,
00
130
372
.
45
25
,
486.75
430
23
8" As halt T e B base
16,915 SY
22.00
.
,
80
116
97
.
75
6
,
732.00
105
24
2" As halt T e D wearin surface
15,664 SY
6.20
.
,
00
217
256
.
90
56
,
728.20
237
25
10" Concrete avin
4,178 SY
52.00
,
.
00
630
5
.
48
18
,
80
864
64
26
Curb and utter
3,510 LF
13.00
.
4
,
500
00
12
.
00
13
200
,
.
200.00
13
27
Pavement markin s
1 LS
12,500.00
.
,
144
00
1
.
,
185
00
1
,
00
1
185
28
Relocation existin fre h drant
1 EA
1,144.00
.
,
444
00
2
.
,
00
155
2
,
.
155.00
2
29
10" x 6" Ta in s sleeve and valve
1 EA
2,444.00
.
,
00
886
2
.
,
00
720
2
,
00
720
2
30
10" x 8" Ta in sleeve and valve
1 EA
2,886.00
.
,
00
808
2
.
,
00
645
2
.
,
645.00
2
31
8" x 8" Ta in sleeve and valve
1 EA
2,808.00
.
,
80
436
.
,
00
900
5
,
826.00
32
Ductile iron fittin s
0.14 TN
3,120.00
.
00
567
5
.
,
45
26
749.85
7
33
8" C-900 DR 18 PVC water main
293 LF
19.00
.
,
00
720
5
.
840
00
4
,
680.00
9
34
Standard 4' diameter manhole 0-6
2 EA
2,860.00
.
,
00
702
.
,
00
336
,
00
512
1
35
Additional manhole de th over 6')
-
4.5 VF
325 LF
156.00
7.30
.
2,372.50
.
19.60
.
,
6,370.00
. n o131) nn
HAYTER
ENGINEERING, INC.
CONSULTANTS PLANNERS ENGINEERS
June 17, 2010
Mr. Kevin Carruth, City Manager
City of Paris
135 SE lst 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 appears 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.
Sincere y, OF
~
HAYTER ENGINEERING, INC.
i~
Michael J. qfiffinan, P.E. s~NNAN
Project Manager ~,17 `@.
14~;
. •
`
~g
Enclosures ~`~g ~''"•N•».•``'' C~ '
A YE~ ~►"•S`
cc: Shawn Napier, P.E., City Engineer
Service Since 1957
TBPE F-000315