Order No. 25234
Accept sealed bids for
1) Equipment by the Court,
2) VulVer, Agcrregate, Emulsions
& Oils, and 3) Road Base
Material and turm the over
to the Road and Bridge
Department for Final Approval
March 9, 1998
Vol V Page 585


ACCEP'T' SEALED BIIilB FOR
:I.) I:::(7(.1:I:F'I.11":I•IY' I'SY 'Y'h•II": h~l(:)U~i, %?) f::UL..VI":F'.'Y', 6•ll'i(3fiF::(:it-l'Y'I:::,
C:I•It.JI_S:I:[:)hIL~> L~' faIl...>, (1ND 3) Fi(]faT) B(•.)?:iF- IhAI'F:Pi:F.fll...
(3hID 'T'1.1F:N 'Y'hIF_I•I (:IVF:h 'Y'C.) 'Y'I•ili~ FiCJ(lY7 (lI~IY} T:tli'T.DY:;F.::
X}k::l~'fiFi'Y'I*11=:h1'Y" F'CYFi F-:ChI(dl... 6dF~'I'-'Fi(:1VAI_.
Y:h't i;his> d<•:~y ia'i+a 9tl'l clay of 1*Icrrr.~h, :L `3913 ul:~rm nu:rt:i.crri m<:u7ra I:~y
Lionmi7.5iSi].C.)YlE''(` I_.ei;7., 'iief:`IJndeCl by F.:(71fl1fl7.Si557.CIllP?'f` Y:Jeh~.F.'Yry 'hh(_~ 1~t'.)l.Crj:
unanimously ~pp'roved by a vote of k-0-0, 'l:c:~ <actc~t;+pt <.:>eal.erl bi.rl<.:;
for :1.} I:qui.pmerrh: by 'I:h+a I-If:)U'f`, r') Ct.ta.vr•.~rt, f11~I~re~Y<~te, I:::mu7.<_~>:it:m<.:>
& t:1i.:L<s, ~~rua :.~3} I~toad X:ta<.t>t+ I"I::~teri.<:i:l. ::u'id turn t:Iiem over 'to the
howl cu•ul I3r:i.df~c•+ Depcrrtm+:rnt for I""iruaa. (--lpl:rrova7..,
COMMISSIONERS' COURT AGENDA REQUEST
"PLEASE FURNISH ONE ORIGINAL AND FIVE COPIES OF THIS REQUEST AND
DOCUMENTS TO BE REVIEWED BY THE COURT
MADE BY: Franklin Johnston P.E.
MEETING DATE: March 9. 1998
OFFICE: Road & Bridge Department
TIME PREFERRED: Advertised 10:00
SUBJECT:(PLEASE BE SPECIFIC): Open Sealed Annual Bids for 1) Equipment by the Hour
2) Culvert. Aooeroate Emulsions & Oils and 31 Base material
EXECUTIVE SESSION REQUESTED: YES
NO XX
PLEASE STATE REASON: Open Annual Bids
ESTIMATED LENGTH OF PRESENTATION: 10 minutes
PERSONNEL MATTER -NAME OF EMPLOYEE:
NAME OF PERSON ADDRESSING THE COURT: Franklin Johnston P.E.
Time for submitting this request for Court to assure that the matter is posted in accordance with Title 5, Chapters 551 & 552 of the
Government Code is as follows.
Meetings held on first Monday: 5:00 P.M. previous Monday
Meetings held on Thursdays: 5:00 P. M. previous Thursday
THIS REQUEST RECEIVED BY:
THIS REQUEST RECEIVED ON:
All Agenda Requests will be screened by the County Judges Office to determine if adequate information has been prepared for the
Court's formal consideration and action at time of Court meetings. Your cooperation will be appreciated and contribute towards your
'quest being addressed at the earliest opportunity See Agenda Request Guidelines.
PAVING AGGREGATES
SPECIFICATIONS AND BID FORM
1. Specifications:
Paving aggregates shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 302, Aggregates for Surface Treatments. All sections apply except
302.5. Bids are to be in cost (in dollars) per cubic yard. All paving aggregate must be clean, free
from dirt and clay. Aggregate that is not clean will be rejected.
2. Bid Form:
Bid Unit Cost
Tvae Grade F.O.B. Suppliers Plant
A	3	$	6.75	/CY
A	4	$	6.75	/CY
A	S	$	6.75	/CY
B	3	$	6.75	/CY
B	4	$	6.75	/CY
B	S	$	6.75	/CY
Suppliers shall match as closely as possible, the gradation as required for the above Grades. The
gradations are shown in Item 302.4, Texas Department of Transportation 1993 Standard
Specifications (See attached).
Kerr County retains the right to add transportation charges to the unit prices shown above to
determine the "Low bid" for a particularjob site. This may result in more than on supplier being
"Low Bidder", depending on the locations ofjob sites.
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted here are to b in March 1 S, 1998 and be in effect until March 1 S, 1999.
. March 5, 1998
ig atur Date
Firm Name & Address: Her>r~ Griffin Con r ction
709 4nntcey Mtn. I7r.
Kerrville, TX 18028
SEAL if Corporation Phone:(g30) 25'1-564}
ANHII)S3.S.4iM1
PAVING AGGREGATES
SPECIFICATIONS AND BID FORM
Specifications:
Paving aggregates shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 302, Aggregates for Surface Treatments. All sections apply except
302.5. Bids are to be in cost (in dollars) per cubic yard. All paving aggregate must be clean, free
from dirt and clay. Aggregate that is not clean will be rejected.
2. Bid Form:
Bid Unit Cost
Tvae Grade F.O.B. Suppliers Pant
A	3	$	7.00	/CY
A	4	$	8.00	/CY
A	5	$	7.50	/CY
B	3	$	7.00	/CY
B	4	$	N/A	/CY
B	5	$	6.50	/CY
Suppliers shall match as closely as possible, the gradation as required for the above Grades. The
gradations are shown in Item 302.4, Texas Department of Transportation 1993 Standard
Specifications (See attached)
Kerr County retains the right to add transportation charges to the unit prices shown above to
determine the "Low bid" for a particularjob site. This may result in more than on supplier being
"Low Bidder", depending on the locations ofjob sites.
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998 and be in effect until March 15, 1999
.~- March 6, 1998
Signature Date
Firm Name & Address: WHEATCRAFT, INC.
P 0 BOX 68
KERRVILLE, TEXAS 78028
SEAL if Corporation Phone (83DI 895 _ 3030
~hHU>si snn+
PAVING AGGREGATES
SPECIFICATIONS AND BID FORM
1. Specifications:
Paving aggregates shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 302, Aggregates for Surface Treatments. All sections apply except
302.5 Bids are to be in cost (in dollars) per cubic yard. All paving aggregate must be clean, free
from dirt and clay. Aggregate that is not clean will be rejected.
2. Bid Form:
Bid Unit Cost
Tvae Grade F.O.B. Suppliers Plant
A	3	$ 7.50*	/CY *when
A	4	$ 7.50*	/CY available
A	5	$ 7.25*	/CY
B	3	$ N() RTT)	/CY
B	4	$ NO~Tn	/CY
B	S	$ Nn RTT)	/CY
Suppliers shall match as closely as possible, the gradation as required for the above Grades. The
gradations are shown in Item 302.4, Texas Department of Transportation ] 993 Standard
Specifications (See attached).
Kerr County retains the right to add transportation charges to the unit prices shown above to
determine the "Low bid" for a particularjob site. This may result in more than on supplier being
"Low Bidder", depending on the locations of job sites.
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998 and be in effect until March 1 S, 1999
~ ~`:y
Sig ure
3-5-98
Date
Firm Name & Address:
SEAL if Corporation
KERRVILL.E, TX 7R(17A
Phone(83d 757 TiStt
~WHIn53.5.4M
PAVING AGGREGATES
SPECIFICATIONS AND BID FORM
1. Specifications:
Paving aggregates shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 302, Aggregates for Surface Treatments. All sections apply except
302.5. Bids are to be in cost (in dollars) per cubic yard. All paving aggregate must be clean, free
from dirt and clay. Aggregate that is not clean will be rejected.
2. Bid Form:
Bid Unit Cost
Type Grade F.O.B. Supaliers Plant
A	3	$
A	4	$
A	5	$
B	3	$
B	4	$
B	5	$
5.90
/CY
/CY
/CY
/CY
Suppliers shall match as closely as possible, the gradation as required for the above Grades. The
gradations are shown in [tem 302.4, Texas Department of Transportation 1993 Standard
Specifications (See attached).
Kerr County retains the right to add transportation charges to the unit prices shown above to
determine the "Low bid" for a particular job site. This may result in more than on supplier being
"Low Bidder", depending on the locations ofjob sites.
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted-1>e bin are to @gin March 15, 1998 and be in effect until March I5, 1999.
~ _/ 3-5-98
Sig ature C,+~ Date
Firm Name & Address: Drymala Sand & Gravel
Rt. 1 Box 48
Comfort, Texas 78013
SEALifCorporation Phone.(839 995-2Q94
nvntl~sssa~
PACKAGE A
EQUIPMENT SPECIFICATIONS
AND
BID FORM
Specifications:
Bids are to be in cost (in dollars) per hour for EQUIPMENT & OPERATOR
II. Bid Form is for equipment listed or a machine of equal performance.
TYPE OF BID
SPECIFICATION EQUIPMENT BID UNIT COST
CAT D7 Dozer w/Ripper (minimum 250 H.P)------------	$	/per hour
w/operator		
Scraper (heaped capacity 22 CY) ----------------------	$	_/per hour
w/operator		
CAT 140G Motor Grader (or equivalent) -------------	$	_/per hour
w/operator		
Track Loader (Breakout Force 35,300#)------------------	$	/per hour
w/operator		
DW 20 Hyster Roller (or equivalent) ---------------------	$	_/per hour
w/operator		
12 Ton Pneumatic Roller ----------------------	$	/per hour
w/operator		
2000 Gallon Water Truck ----------------------	$	_/per hour
w/operator		
Asphalt Distributor ---------------------	$	/per hour
w/operator		
Supervision by the Hour ----------------------	$	/per hour
Labor by the Hour ----------------------	$	/per hour
MEETS
SPECS
(yes/no)
I do hereby certify that [have read the attached Special Instructions to Bidders and that
prices quoted herein are to be in force from March ] 5, 1998 until March 15, 1999.
NO BID ON PACKAGE A
Signature
SEAL if Corporation
3/5/98
Date
Firm Name & Address: Schwarz Construction Co.
1811 Junction IIwy
Kerrville, TX 78028
Phone (839 895 - 5851
.'\VBIDS.SAM
PACKAGE B
EQUIPMENT SPECIFICATIONS
AND
BID FORM
I. Specifications:
Bids are to be in cost (in dollars) per hour for EQUIPMENT & OPERATOR
II. Bid Form is for equipment listed or a machine of equal performance:
TYPE OF
SPECIFICATION EQUIPMENT BID
CAT D-6 Dozer (or equivalent) ___ JD 650G
- ---------------
w/operator
Scraper (Heaped Capacity of 11 CY) --- Int' 1,_412B
w/operator
CAT 12G Motor Grader (or equivalent) --CAT__~4E______
w/operator
930 Loader (or equivalent) ______?nt' 1 __520B
w/operator
12 Ton Flat Wheel Roller ------z>>~lsm------
w/operator
BID MEETS
UNiT COST SPECS
(yes/no)
$ 62.5/aer hour no (equiv. to DS
with heavy rippers)
$ 70.O~er hour
$ SS.O~er hour
$ 60.O~er hour
$ 40.O~er hour
12 Ton Pneumatic Roller ______Hyster C530A 40. 0
- - $ 9per hour
w/operator
_____FOrd F-600 40 0
1500 Gal Water Truck - - ---------- $ bier hour
w/operator
Asphalt Distributor ---------- NSA ------ $ /per hour
w/operator
ems
yes
yes
no (8 ton)
no (10 ton)
yes (2000 gal.)
I do hereby certify that I have read the attached Special Instructions to Bidders and that
prices quoted herein are to be in force from March 15, 1998 until March I5, 1999.
3/5/98
Signature ~ Date
Firm Name ddress: Schwarz Construction Co.
1811 Junction Hwy.
Kerrville, TX 78028
SEAL if Corporation
Phone:(830) 895 -5851
r\IJQIDS.SAM
PACKAGE A
EQUIPMENT SPECIFICATIONS
AND
BID FORM
I. Specifications:
Bids are to be in cost (in dollars) per hour for EQUIPMENT & OPERATOR
II. Bid Form is for equipment listed or a machine of equal performance.
TYPE OF	BID	MEETS
SPECIFICATION EQUIPMENT BID	UNIT COST	SPECS
/~ s~
CAT D7 Dozer w/Ripper (minimum 250 H
P
)t-'-~-Q~y $~` /
er hour	(yes/no)
~
S
.
.	p	r
w/operator /fit ~~~ ~
Scraper (heaped capacity 22 CY) -('- ---- - --- ---	v~
$~/per hour	
5 rs
w/operator
CAT 140G Motor Grader (or equivalent) ~_q_f"1/1~G	w
$ 7sfer hour	
yes
w/operator
Track Loader (Breakout Force 35
300#)~°- ~ -~~~ -	~
$~~er hour	
yr S
,		,
w/operator
DW 20 Hyster Roller (or equivalent) -~O ~ --j,-WZ~-	
$ (~S7er hour	
y r S
w/operator
12 Ton Pneumatic Roller -2-'=~-=-'-^-'~-~""-~^	
$~~r hour	
yt S
w/operator		
2000 Gallon Water Truck ----------------------	$y~~r hour	ye S
w/operator		

Asphalt Distributor ,E~'`rl!^-'~~_~ Z oeJ	r„
$~/per hour	
r S
w/operator		
Supervision by the Hour ----------------------	$~%Per hour	
Labor by the Hour ----------------------	$~~~er hour	
do hereby certify that [have read the attached Special Instructions to Bidders and that
oted herein a~fj6~~l force from March 15, 1998 until March 15, 1999.
z- r L -~ ~
Sign re Date
Firm Name & Address: ~,.,,,,,,~ T,..ie~.. Z--~
Zz~ =H io
~P~-~.; /~a Tim v2
SEALifCorporation Phone:($~) ~yL - OG
:ANH[DSBA~f
PACKAGE B
EQUIPMENT SPECIFICATIONS
AND
BID FORM
I. Specifications:
Bids are to be in cost (in dollars) per hour for EQUIPMENT & OPERATOR
II. Bid Form is for equipment listed or a machine of equal performance:	
TYPE OF	BID	MEETS
SPECIFICATION EQUIPMENT BID	UNIT COST	SPECS
//
CAT D-6 Dozer (or equivalent) --4'~-t---~~-~-	~
$~/per hour	(yes/no)
w/operator

Scraper (Heaped Capacity of 11 CY) - --O-t----~~-~ ~ ~	
e,
$~/per hour	

y ~ S
w/operator /~
CAT 12G Motor Grader (or equivalent) G-i-~----~~~---	
$~~er hour	
7r S
w/operator
930 Loader (or equivalent) ____y3s'e___Cq r___	r,
$~jper hour	
yt 5
w/operator

12 Ton Flat Wheel Roller =~-t -56-~-------	
a,
$ 70 /per hour	

c S
w/operator
12 Ton Pneumatic Roller ~"~'-'-~ =---------	~+~~/
$ S ~ /per hour	
P 5
w/operator		
] 500 Gal Water Truck ----------------------	$~'~jer hour	r S
w/operator
Asphalt Distributor ~~~''~!-~-~?~?O	
$~/per hour	
r S
w/operator		
do hereby certify that I have read the attached Special Instructions to Bidders and that
oted herei~re ~~e in force from March 15, 1998 until March 15, 1999.
SEAL if Corporation
Z - /~ -9 ~
Date
Firm Name & Address: t~(w...-.~ Tom,. 5<~~ Z ~ ,
2z S-?h/ /a
Phone:(8aq ~y~ - ~7uG
~VJHIDS SA,\t
CORRUGATED METAL PIPE
SPECIFICATIONS AND BID FORM
1. Specifications:
Culvert pipe shall conform to the requirements in 1993 Texas Highway Department Standard
Specifications, Item 460 unless otherwise noted herein. Bids are to be in cost (in dollars) per
linear foot.
2. Bid Form:
Bid Unit Cost
F.O.B. Kerr County
Type Design Road & Bridee Yard
15" Arch 1 $ 4 . 6 6 ~.F
18" Arch 2 $ s . s 8 /LF
7.42
24" Arch 3 $ /L,F
30" Arch 4 $ 9 . 2 9
15" Coupling Bands $ 6 ' 9 9 each
18"	Coupling	Bands	$	$ • 3 7	each
24"	Coupling	Bands	g	11 . 13	each
30"	Coupling	Bands	$	t 3 • 9 4	each
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998, and be in effect until March 15, 1999.
03-02-98
Signatu Date
Firm Name & Address: Wilson Culverts Inc .
P.O. Box 940
Elkhart TX 75839
SEAL if Corporation
Phone.(~o31 764 _ 560s
~nfiu~si s.a~i
CORRUGATED METAL PIPE
SPECIFICATIONS AND BID FORM
1. Specifications:
Culvert pipe shall conform to the requirements in 1993 Teaas Highway Department Standard
Specifications, Item 460 unless otherwise noted herein. Bids are to be in cost (in dollars) per
linear foot.
2. Bid Form:
Bid Unit Cost
			F.O.B. Kerr County
Tvoe		Design	Road & Bridee Yard
15"	Arch	1	$ 5.05 /I,F
18"	Arch	2	g 5.9 5 /L,F
~4"	Arch	3	$ 7.90 ,ZF
30"	Arch	4	$ 9.90 ~F
15"	Coupling Bands		$ 6.60 each
18"	Coupling	Bands	$	7.75	each
24"	Coupling	Bands	$	10.30	each
30"	Coupling	Bands	$	12.90	each
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998, and be in effect until March I5, 1999.
o~ . ~~t.~t. z3 1998
Signature Date
Firm Name & Address: CONTECH Construction Products
4414 Centerview Dr, #221
San Antonio, TX 78228
SEAL if Corporation Phone.(219) 737 - 1112
4.tinIUS3.SA.\I
i
i
CORRUGATED METAL PIPE
SPECIFICATIONS AND BID FORM
1. Specifications:
Culvert pipe shall conform to the requirements in 1993 Texas Highway Department Standard
Specifications, Item 460 unless otherwise noted herein. Bids are to be in cost (in dollars) per
linear foot.
2. Bid Form:
Bid Unit Cost
			F O.B. Kerr County
Type		Design	Road & Brid eg Yard
IS"	Arch	1 SIX ~ tJINETY ~	$ b.90 /LF
18"	Arch	2 Ei6HT ;~ TWENTY-FIVE ¢	$ 8.25 /LF
24"	Arch	3 Et.EVEN ~	$ I ~ .nn /LF
30"	Arch	4 TNIRTEEN'~' S1xTY•fivE ~	$ 13,5 /LF
15"	Coupling Bands	TWELVE >~ -Fi~TY ~	$ 12.50_each
18"	Coupling Bands	INIRTEEN~ SixTY ~	$ 13.b0 each
24"	Coupling Bands	~IFTEEt9 ~ FIFTY ~	$ 15.50 each
30" Coupling Bands SEVENTEEN ~ SEVENTY ~ $ I `i,'ID each
[ do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998, and be in effect until March 15, 1999
Signature Date
Firm Name & Address: TEZas Cor -5 Taxas Reg~on~IRc.
18231 fM 252 ~' 1
man ntoni rFxaS 7826(0
SEALifCorporation Phone:(21o) X53 - IboO
I - 800 - 922 - 4'162
:WnID53 1A\I
EMULSIONS
SPECIFICATIONS AND BID FORM
I. Specifications:
Emulsions shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2h or HFRS-2, and
SS-I or AEP (See attached).
Bids are to be in cost (in dollars) per gallon, delivered to, Ken County Texas Work Sites.
2. Bid Form:
Type
Bid Unit Cost
CRS-2h $ .s77s /Gallon
or
HFRS-2 $ .szoo /Gallon
SS-1 $ .szoG /Gallon
or
AEP $ .7G7s /Gallon
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998 and be in effect until March 15, 1999.
ignature
SEAL if Corporation
03 /04/9R
Date
Firm Name & Address: ERGON RSPHALT 8 Eh1ULSI0N5, INC.
823 CONGRESS R1/ENUE, SUITE 618
RUSTIN, TEXRS 78701
Phone:(51 z) ass - szsz
WnID53 Sh~l

EMULSIONS
SPECIFICATIONS AND BID FORM
I. Specifications:
Emulsions shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2h or HFRS-2, and
SS-1 or AEP (See attached).
Bids are to be in cost (in dollars) per gallon, delivered to, Kerr County Texas Work Sites.
2. Bid Form:	
Type	Bid Unit Cost
CRS-2h	$ NO BID /Gallon
or	
HFRS-2	$ 0.7855 /Gallon
SS-1	$ 0.7855 /Gallon
or
~p $ NO BID /Gallon
PRICE IS BASED ON 5,000 GALLON MINIMUM LOAD.
DEMURRAGE -FIRST TWO HOURS UNLOADING TIME FREE, THIN IT WILL BE $40.00 PER HOUR.
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998 and be in effect until March 15, 1999.
Signature
FEBRUARY 24, 1998
Date
Firm Name & Address: TEXAS FUEL & ASPHALT CO., INC.
P.0. BOX 9605
CORPUS CHRISTI, TX 78469
SEAL if Corporation
Phone:(517 289 - 1707
~tiEnuss.snrVi
EMULSIONS
SPECIFICATIONS AND BID FORM
1. Specifications:
Emulsions shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2h or HFRS-2, and
SS-1 or AEP (See attached).
Bids are to be in cost (in dollars) per gallon, delivered to, Ken County Texas Work Sites.
2. Bid Form:
Type Bid Unit Cost
CRS-2h $ .8579 /Gallon
or
HFRS-2 $ • 8162 /Gallon
SS-1 $ .8162 /Gallon
or
AEP $ No Bid /Gallon
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March 15, 1998 and be in effect until March 15, 1999.
~~~'
Signature
Firm Name & Address:
SEAL if Corporation
2/27/98
Date
Koch Materials Co.
701 Rra2nc Snito LQ~
Austin TX 78701
Phone: (512) 476 - 951G
~`nu>sssana
EMULSIONS
SPECIFICATIONS AND BID FORM
1. Specifications:
Emulsions shall conform to the requirements in 1993 Texas Highway Department
Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2h or HFRS-2, and
SS-1 or AEP (See attached).
Bids are to be in cost (in dollars) per gallon, delivered to, Kerr County Texas Work Sites.
2. Bid Form:
Type Bid Unit Cost
CRS-2h $ tiv /3~p /Gallon
or
HFRS-2 $ NO I~iI~ /Gallon
SS-1 $ No Rio /Gallon
or
t+ AEP $ . k 9 /Gallon
ar=A,N sHf,ST~r~n~v(. EPR i PRiM~ Fo4 AEp. L=PR1 _-"Ri~ I
~Q AGE' AS AdYe.Ril!@4 ~N '1TIar' AtT.OiGR-@'4 SA~za/k.• -4~ECYI$ftW.
I do hereby certify that I have read the attached Special Instructions to Bidders and that prices
quoted herein are to begin March I5, 1998 and be in effect until March 15, 1999.
339'
Si a Date
Firm Name & Address: E~• (~/t}pt/SIv.V iNG..
N8i18 6u~ su rer ~~o
tJZI^L.V, 'rfc ~7 Ca?
SEAL if Corporation Phone:~/9,1 6 ~ - / y Z
1IJn[US1.SAti1
Section I -Component Data
CMarkd Cornpossenb CAS. Nussber	% Wf
Petroleum Resin 64742.047	60
Asphalt CemenT 805242-4	5
Emulsifiers & Water	35
Section II -Physical Data
eoay Poinr (-F)	2Ir
Vapor Prenrxe (mN1G 20 °C)	Svne of water
Wpor OerrN (AIR-))	SmrB a water
SoxCery h VWrer	Readry f%ipersde
SpecMlc GroNty (rd) - 1)	Approx 1
Percent lbloth DV Wlrro	Len Ttxxr d5~ O 25'C
Ev~ordlve Rote (Etrryl Ether-I)	Some awoter
PH hfomglbn	SS - 7 5
Appearance and Odor	Sown Color
No Ogxtkxwbb Odor
NFPA CLASSIFICATION
0=LFJiST 1~SLIGHi 2-MOOEM7'E
3=HIGH 4.EXTAEME
HFJU.TH1 FlREO REACTIVfTYO
Section III -Fire & Explosion
Hazard Data
FLASH POINT ('F): 4(]0°MeMOd Used: C.O.C.
FIAMMA&LI11' LAARS l%VbI): N/A
LEL N/A UEL: N/A
AUTO-IGNRION TEMPER41IH2E CF): N/A
EXTYJGl115HING MEDIA: C02, Foam. Dry
Ctrernicd, Woterspray
SPECIAL FIRE-FIGMMG INSrRL1CTKJNS: None
UNUSUAL RRE AND E%PLOSION HAIAROS:
Dense Smoke
Pre Flgnters shall wear seKCOnrohed
breaMnp appaoha.
Section IV -Reactivity Data
$TA&LIIV CCasdtbro to Avoid); None
tNCOMPATI&LITV (MaterbE to Avoid): Shang
oxlORers such as Hytlropen peror4tle.
bromine !* chromb «id.
HA7ARDOUS DECOMPOSITION PRODUCTS:
Carbon monoxide. Aldehydes and carbon
dbzide ham burnhg.
Oxide3 of Nihogen and surtax may dso be
produced.
HA)ARDOUS POLVMERVATION: N/A
Section V -Health Hazard
Data
PRIMARY ROUTE(S) OF ENTRY: Skh co~t«t,
irYwksfbn, hgestbn.
aFSas a E)vwuss:
IOhGIaIloO:
Probrged exheme exposure to hbh
coneenhatbns of met may cosae txo«hial a
lure kmatbn.
aas•~
IARC ras determined the 17afe ob shWOr M
those under me elassHbatbn CAS number
60742-047 may cause carcinogeNC enacts h
bbaday animals iMOUgh drect co~t«t with
their skh for bog periods Of tkne. Our emulsified
base oAS. properly handled as outNned in the
MSOS. Ore not expected so have any harmful
effects to humors.
Ew aetieef.
May cause mild untatbn.
May cause eritation of the digesiNe hart.
Ea7oeO.Ym91:
ChenYCal OSHA l4L ! Har/tWA HR IASC
Carnponeree erp/rre Om0/m+) UpeA lWea
q rrrr 6 .2 NO rq
MFierd
Section VI -Emergency &
First-Aid Procedures
INHALATION: M a krge amount of rtrt b irrioled.
move exposed person to hash ai
and can a phykian.
SKIN: M skh heCar)Be wet, worn e>rposed
area whh soup and wrier.
EVES: K eye contoet «cus, hush eyes
wOh water for TS mkxdee. -
MIGESRON: N swabwed, do not kxklce
vomlflng. CaIINO'siolan
hvrtedlatMy.
Section VII -Special
Handling Informatloln
VENIS/eION. Ua kxd e>a~arr ar aulbn venrbtbn l
expoaxs exceed rM oemYnCle kro.
RESgaATOrar
PROTEO1gN: ue rAOSMq~piaved iBykalar r«
aanlalorr r asererwpn+e b art
occur
PROTEC7NE
cLaTHmc: Prsvgrt probrgeacmtacrdlan wlmd
and clean espaeo Ltr+aroa wim eocp
and war«.
EVE
PROTKTION: Crerr.caFrype 0000les ar ran sNeltl
srorid lx useo m sWmhas ro me eyes
may xcur.
Section VIII -Spill, leak &
Disposal Procedures
ACTKJN TO TAKE FOR SPILL (USE APPROPRIATE
SAFETY E9UIPIlAEND: Absorb h venNeulte, drY
sand, earth. a aknla materld and dSPae h a
secured sorutary bndflp.
WASTE 01SPOSAL METHOD: Mdend 6 not
Cb55iIIBd OS d fsozordorn wosrB.
Section IX -Special
Precautions/Additional
Information
PRECAUTIONS TO BE TAXEN IN HANDLING AND
STORAGE:
Do not use near sources of pnitkxs such as
flames a sparks. Avoid Probnged brealtvng of
vapors. Avoid strong oxid'¢ers. Launder
contamhated cbttung before resae.
D.O.T. INFORMATION:
Hazardous MdeAOI Proper Shipping Name: N/A
Flotad Coss: N/A
k]enfllkatbn Number: N/A
EPA Hozardas Wasre Number: N/A
Additiond Information:
Preparatkxu should be mode f0 protect
product ham heezing.
The hfartwtion contained herein was obrahed
ham sources we believe to be resoble.
However, ftxj infamatkm a provided wehosrt
wananty, exlxess a implied.
Becatae the hmdlhg, storage, roe and d'sposal
d the product are beyond our contrd. we do
rot assume resPOnslbiYry arw expressly dfsClarn
eobify fa ba. damage a expense ham the
tsandirq, storage. use a dLSpoxd of the
product.
Prime "Envbomnertegy Sete" Duet Cant
Curing Sesl 74DOT MPROVED "ipCE" Eraion Cantr
GEORGEGAYLE
EPRII/Houston, Inc. Off. p13) 626-14•
4848 Guiton, Suite 110 Faz p13) 626-53.
Houston, T% J7027 Pager p 13) 607-36<
EPR-1 Prime
' 1993 Spec ificationa
SPECIAL PROVISION
TO
ITEM 300
ASPHALTS, OILS AND EMUL,SSONS
For this project, Item 300, "Asphalts, Oils and Emulsions", of the
Standard Specifications, is hereby amende4 with respect to the clauses
cited below and no other clausac or requirements of this Item are waived
or changed hereby.
i
Article 300.2. Materials, Subartiele (4) Emulsified Asphalt is
supplemented by the following:
Type.
trade.
Slow Setting.
PCE.
Descziotion. PCE shall be a slow Curing anionic Or cationic
emulsion of a petroleum based material in water. The supplier must
state whether the material supplied is cationic or anion ic- PCE may
be used for the following purposes: priming of base materials,
curing seal for stabilized base materials, and erosion control
applications (dust control, soil surface stabilization, or mulch
binder). PCE may be diluted with water Co achieve the decired
concentration of residual. The fallowing maximum rates may be used
as guidelines.
Use
Priming of Base Materials
Curing Seal
Erosion Control
Recommended Maximum Dilution Aats
(1) part PCE to (3) parts water
(1) part PCE to (3) parts water
(1) part PCE to (7) parts water
P o erties Y.ih Max
viscosity, Saybglt Furol,
Sieve Test, t
Miscibility
Residue by Evaporation, ;
Teets on Residue from Eva
FlasF. Fpint, C.O.C.,
(Cinematic Vis coS ity,
25C, sec.
by WC.**
Porat ion
C
60 C, cst
10 100
0.1
Passing
60
200
100 350
• Miscibility shall be det¢rmined in accordance with ASTM D244,
excepC the dilution shall use 350 ml of disc filled or deionized water
and a 1000 ml beaker.
1-2 300---002
11-93
' "~ Residue by Evaporation shall be determined according to ASTH
D241, except that the sample shall remain in the oven until foa:oinq
ceases, then ccoled and weighed.
Each shipment of PCE destined !or use on a Depaztsnent project cha11
be accompanied by the following:
1) a copy of a laboratory report, from an analytical laboratory
approved by the Engineer, signed by an authorised laboratory
off ieial, indient inq that the material, ae rapreeeated by
the preducer'a currant ingredients and formulation, does not
meet any of the charactaricticc ofi a Recouroe Conaexvation
and Recovery ret iRCRA) hazardous waste. (Any change in
product ingredients or formulntion will require retesting.),
2) a certification from the producer, signed by an authorized
company official, ctatinq that the pzeduct formulation
supplied conforms to that tasted by the analytical
laboratory, and that no listed RCRA hasardvua waste or
Polychlorinated Biphanyla (PCE'a) have been mixed with the
prcduct, and
3) a Material Safety Oata Sheet for the product.
2-2 300---002
I1-93
PROPOSAL. TO KERR COUNTY ROAD & BRIDGE. DEPARTMEN'h
PROJECT: Annual Bid for Type A and Type B, Road Base Material, F.O.B. Plant
The undersigned, as a bidder, certifies that the Contractor has not, whether directly or indirectly, entered
into any agreement, participated in any collusion, or otherwise taken any restraint of free competitive bidding in
connection with the contract for the above captioned road construction; that he has carefully examined the form of
contract, instructions to bidders, profiles, grades, specifications, and [he plans therein referred to, and has carefully
examined [he locations. conditions and classes of materials of [he proposed work; and agrees [hat he will provide
all necessary machinery, tools, apparatus, and the other means of constmction, and will do all the work and furnish
all the materials called for in the requirements of [he Roads Administrator as therein se[ forth.
[t is understood that the following quantities of work to be done arc approximate only. and arc intended
principally to serve as a guide in determining [he lower bidder
It is understood that the quantities of materials to be furnished may be increased or diminished as ma}' be
coasidcrcd nccessa.-y, in [he opinion of the County Engineer or County Road Administrator, to complete the work
Cully as planned and contemplated, and that all quantities of work, whether increased or decreased, arc to be
performed at the unit prices set forth below except as provided for [he specifications.
bids.
It is understood that the Kerr County Road & Bridge Department reserves the right to reject am and all
SPECIFICATIONS AND BID FORM
Specifications:
Base matenal shall conform to the requirements in 1993 Texas Highway Department Standard
Specifications, Item 247, Flexible Base, Type A, Type B (See Attached)
C Y;
Bids are to be m cos[ (in dollars) per fair, F.O B Plant.
Bid Form.
C H,..r U,,,,l N,il,~.. ~o~t F_ O B Plant Grade I Grade 2 _
Type A $ Ne B+n /C Y $ No Rtp_/C Y
Type B`~C R u SN E O ~~ $ ~ ~_~_/C Y $-3- i /C Y {'rl++Me p,~ ll.+~ ~` Cr I
--------_----- ---- __ ~ -- -----_ --- Yam ~ y J
I do hereby certify that l have read the attached Special Instructions to Bidders and pnces quoted
are for material F O. Plan[, and that prices quoted herein are to begin March I S, 1998 and be in effect
until arch ~S, 19
Stgnauire
Firm Name & Address
SH:AL if Corporation Phone
AA [ate1
f i-;twr Otis 'rw.+: oYt
_--
(3ox SS~-Z
.1N I`z w. 1 7~ 725
__
~~isiosz..c.i
PROPOSAL TO KERB COUNTY ROAD & BRIDGE DEPARTMENT
PROJECT Annual Bid for Type A and Type B, Road Base Material, F.O.B. Plant
The undersigned, as a bidder, certifies that the Contractor has not, whether directly or indirectly, entered
into any agreement, participated in any collusion, or otherwise taken any restrain[ of free competitive bidding in
connection with [he contract for the above captioned road construction; [hat he has carefully examined the form of
contract, instructions [o bidders, profiles, grades, specifications, and the plans therein referred to, and has carefully
examined [hc locations, conditions and classes of materials of the proposed work; and agrees [hat he will provide
all necessary machinery, tools, apparatus, and the other means of construction, and will do all [he work and furnish
all the materials called for in the requirements of [he Roads Administrator as [herein set forth.
It is understood that the following quantities of work to be done arc approximate only, and arc intended
principally [o serve as a guide in determining the lower bidder.
[[ is understood that the quantities of materials [o be furnished may be increased or diminished as may be
considered necessary, in [he opinion of the County Engineer or County Road Administrator, to complete the work
fully as planned and contemplated, and that all quantities of work, whether increased or decreased, are [o be
performed at the unit prices set forth below except as provided for the specifications.
bids.
It is understood that the Kerr County Road & Bridge Department reserves the right to reject any and all
SPECIFICATIONS AND BID FORM
Specifications:
Base material shall conform to the requirements in 1993 Texas Highway Department Standard
Specifications, Item 247, Flexible Base, Type A, Type B (See Attached).
Bids are to be in cost (in dollars) per ton, F O.B Plant.
2. Bid Form:
F.O.B. Plant Grade 1 Grade 2
Type A $ tvo BID /C Y. $ No am /C Y.
TypeB $_;; a.75 /C.Y. $ 4.75 /C.Y.
I do hereby certify that I have read the attached Special Instnrctions to Bidders and prices quoted
are for material F O.B. Plant, and that prices quoted herein are to begin March 15, 1998 and be in effect
until March l5, 1999.
Gc
Sig lure
Firm Name & Address:
SEAL if Corporation
Phone.
3--5-98
Date
KERR MATERIALS CO.
PO BOX 1272
KERRVILLE .TX__
(83Q-257 -8511
.~unIDS2 S:AAI
Texas Department of Transportation
STANDARD SPECIFICATIONS FOR CONSECUTION
AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES
1993
(Later years are done in metric)
ITEM 247
FLEXIBLE BASE
247.1. Description. This Item shall govern for the delivery, stockpiling and/or the construction
of foundation or base courses as herein specified and in conformity with the typical sections and to the lines
and grades shown on the plans or established by the Engineer
247.2. Materials. The flexible base material shall be crushed or uncrushed as necessary to meet
the requirements herein, and shall consist of durable coarse aggregate particles and binding materials.
(1) General. When off right of way sources are involved, the Contractor's attention is directed
to Item 7, "Legal Relations and Responsibilities to the Public"
(2) Physical Requirements.
(a) General. All types shall meet the physical requirements for the specified grade(s) as set
forth m Table 1.
Additives, such as, but not limited to, lime, cement or fly ash, shall no[ be used to alter the soil
constants or strengths shown in Table 1, unless otherwise shown on the plans.
Unless otherwise shown on the plans, the base material shall have a minimum Bar Linear Shrinkage
of 2 percent as determined by Test Method Tex-107-E, Part Il.
The flexible base shall be one of the following types, as follows:
(b) Type A. Type A material shall be crushed stone produced from oversize quamed aggregate,
sized by crushing and produced from a naturally occurring single source. Crashed gravel or uncrushed
gravel shall not be acceptable for Type A material. No blending of sources and/or additive materials will
be allowed in Type A material.
(c) Type B. Type B material shall be crushed or uncrushed gravel.
(d) Type C. Type C material shall be crushed gravel. Unless otherwise shown on the plans,
crushed gravel shall have a minimum 60 percent of the particles retained on the 4.75 millimeter sieve w two
(2) or more crushed faces as determined by Tes[ Method Tex-460Part 1
(e) Type D. As shown on the plans.
TABLE 1
PHYSICAL REQUD3EMENTS
GRADEI	GRADE2	GRADES
Triaxial Class I:Min.	Triaxial Class 1 to 2.3:	Triaxial Class-
compressive strength,	Min: compressive strength,	Unspecified
psi: 45 at 0 psi lateral	psi: 35 at 0 psi lateral	
pressure and 175 at IS	pressure and 175 at IS psi	
psi lateral pressure	lateral pressure	
Master Grading	Master Grading	Master Grading
		
7/8" 10-35	1?/." 0-10	I '/," 0-10
3/8" 30-50	No.4 45-75	No.4 30-75
No.4 45-65	No. 40 60-85	No. 40 50-85
No. 40 70-85		
Max LL ......... 35	Max LL .. .. 40	Max LL ..... 40
Max PI .......... 10	Max PI ......... 12	Max PI 12
Wet Ball Mill	Wet Ball Mill	Wet Ball Mill
Max ..... ... 40	Max ..... 45	Max ...... 50
Max increase in passing	Max increase in passing	Max increase in passing
No.40....... 20	No 20	No. ...... 4020
GRADE4	GRADES	GRADE6
Triaxial Class	Triaxial Class	
Unspecified	Unspecified	
Master Grading	Master Grading	
		As Shown on
1?/." ....... .. 0	1?/," .... .. 0	the Plans
No.4 45-75	No 40 ....... 50-85	
No. 40 . ...... 50-85		
Max LL .... 40	Max LL ...... 40	
Max PI ...... 12	Max PT ..... 12	
Notes:
L Gradation requirements are percent retained on square sieves.
2. When a magnesium soundness value is shown on the plans the material will be tested in accor-
dance with Tes[ Method Tex-411-A.
3. When lightweight aggregates are used, the wet ball mill requirements will not apply and the light-
weight aggregate shall meet the Los Angeles Abrasion, Pressure Slaking and Freeze Thaw
requirements of Item 303, "Aggregate for Surface Treatment (Lightweight)".
PROPOSAL TO KERR COUNTY ROAD & BRIDGE DEPARTMENT
PROJECT: Annual Bid for Type A and Type B, Road Base Material, F.O.B. Plant
The undersigned, as a bidder, certifies that the Contractor has not. whether directly or indirectly, entered
into any agreement, participated in any collusion, or otherwise taken any restraint of frce competitive bidding in
connection with [he contract for the above captioned road construction; that he has carefully examined the form of
contract, instructions to bidders, profiles, grades, specifications, and the plans therein referred [o, and has carefully
examined the locations, conditions and classes of materials of [he proposed work; and agrees that he will provide
all necessary machinery, tools, apparatus, and the other means of construction, and will do all the work and furnish
all the materials called for in [he requirements of the Roads Administrator as [herein set forth.
I[ is understood that [he following quantities of work [o be done are approximate only, and are intended
principally to serve as a guide in determining [he lower bidder.
[t is understood that the quantities of materials to be furnished may be increased or diminished as may be
considered necessary, in [he opinion of the County Engineer or County Road Administrator, to complete the work
fully as planned and contemplated. and [hat all quantities of work, whether increased or decreased, are to be
performed a[ the unit prices set forth below except as provided for the specifications.
bids.
It is understood that the Kerr County Road & Bridge Department reserves the right [o reject any and all
SPECIFICATIONS AND BID FORM
Specifications:
Base material shall conform to the requirements m 1993 Texas Highway Department Standard
Specifications, Item 247, Flexible Base, Type A, Type B (See Attached).
Bids are to be in cost (in dollars) per ton, F.O.B. Plant.
2. Bid Form:
F.O.B. Plant Grade 1 Grade 2
Type A $ 6.00 /C Y $ 6.00 /C Y.
Type B $ 6.00 /C Y. $ 6.00 /C Y
I do hereby certify that [have read the attached Special Instructions to Bidders and prices quoted
are for material F.O.B. Plant, and that prices quoted herein are to begin March 15, 1998 and be m effect
until March 15, 1999
March 5, 1998
nay re ~ Date
Firm Name & Address: Henr Griffin Construction
709 9nolcey Mtn. I?r.
Kerrville, TX 78028
SEAL if Corporation
Phone: (830)257-5647-
n~istosz.s.t~i
Texas Department of Transportation
STANDARD SPECIFICATIONS FOR CONSECUTION
AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES
1993
(Later years nre done in metric)
ITEM 247
FLEXIBLE BASE
247.1. Description. This Item shall govern for the delivery, stockpiling and/or the construction
of foundation or base courses as herein specified and in conformity with the typical sections and to the lines
and grades shown on the plans or established by the Engineer.
247.2. Materials. The flexible base material shall be crushed or uncrushed as necessary to meet
the requirements herein, and shall consist of durable coarse aggregate particles and binding materials.
(1) General. When off right of way sources are involved, the Contractor's attention is directed
to Item 7, "Legal Relations and Responsibilities to the Public".
(2) Physical Requirements.
(a) General. All types shall meet the physical requirements for the specified grade(s) as set
forth in Table I.
Additives, such as, but not limited to, lime, cement or fly ash, shall not be used to alter the soil
constants or strengths shown m Table 1, unless otherwise shown on the plans.
Unless otherwise shown on the plans, the base material shall have a minimum Bar Linear Shrinkage
of 2 percent as determflred by Test Method Tex-107-E, Part II.
The flexible base shall be one of the following types, as follows:
(b) Type A. Type A material shall be crushed stone produced from oversize quarried aggregate,
sized by crushing and produced from a naturally occurring single source. Crushed gravel or uncrushed
gravel shall not be acceptable for Type A material. No blending of sources and/or additive materials will
be allowed irr Type A material.
(c) Type B. Type B material shall be crushed or uncrushed gravel.
(d) Type C. Type C material shall be crushed gravel. Unless otherwise shown on the plans,
crushed gravel shall have a minimum 60 percent of the particles retained on the 4 75 millimeter sieve w two
(2) or more crushed faces as determined by Test Method Tex-460Part I
(e) Type D. As shown on the plans.
PROPOSAL TO KERR COUNTY ROAD & BRIDGE DEPARTMENT
PROJECT: Annual Bid for Type A and Type B, Road Base Material, F.O.B. Plant
The undersigned, as a bidder, certifies that the Contractor has no[, whether directly or indirectly, entered
into any agreement, participated in any collusion, or otherwise taken any restraint of free competitive bidding in
connection with [he contract for the above captioned road constmction; that he has carefully examined the form of
contract, instructions to bidders, profiles, grades, specifications, and the plans therein referred to, and has carefull}'
examined the locations, conditions and classes of materials of the proposed work; and agrees that he will provide
all necessary machinery, tools, apparatus, and the other means of construction, and will do all the work and furnish
all the materials called for in the requirements of the Roads Administrator as therein set forth.
[t is understood that the following quantitics of work to be done arc approximate only, and are intended
principally to serve as a guide in determining the lower bidder
[[ is understood that the quantities of materials [o be famished may be increased or diminished as may be
considered necessary, in the opinion of [he County Engineer or County Road Administrator. to complete the work
fully as planned and contemplated and that all quantitics of work, whether increased or dccrcased, arc [o be
performed at [he unit prices set forth below except as provided for the specifications.
[[ is understood [hat the Kerr County Road & Bridge Department reserves the right to reject anv and all
bids.
SPECIFICATIONS AND BID FORM
Specifications:
Base material shall conform to the requirements in 1993 Texas Higltway Department Standard
Specifications, Item 247, Flexible Base, Type A, Type B (See Attached).
Bids are to be in cost (in dollars) per ton, F.O.B. Plant.
2. BidFotm:	Red Rose Ouarry	Oehler Ouarry	Wheatcraft Pit
	Cypress Creek Rd,	Highway 479	HA7Y 173
F.O.B. Plant Grade 1	Grade .2	Grade 2	Grade 2
Type A l~" $ N/A	$ 4.44/ TOT]	$ 7.00/C Y	$ 8.00/C.Y.
Type A 3/4" $ N/A	$ 5.20 / TON	$ 8.00 /CY	9.00/C.Y.
I do hereby certify that [have read the attached Special Instructions to Bidders and prices quoted
are for material F O. B. Plant, and that prices quoted herein are to begin March 15, 1998 and be in effect
until March I5, 1999.
Signature
SEAL if Corporation
Firm Name & Address:
Phone
MARCH 6, 1998
Date
WHEATCRAFT, INC.
P 0 BOX 68
KERRVILLE, TEXAS 78028
(830) 895 - 3030
A~e~ns2sn~~
PROPOSAL TO KERR COUNTY ROAD & BRIDGE DEPARTMENT
PROJECT: Annual Bid for Type A and Type B, Road Base Material, F.O.B. Plant
The undersigned, as a bidder, certifies that the Contractor has not, whether directly or indirectly, entered
into any agreement, participated in any wllusion, or otherwise taken any restrain[ of free competitive bidding in
connection with the contract for [he above captioned road construction; that he has carefully examined the form of
contract, instructions to bidders, profiles, grades, specifications, and [he plans therein referred [o, and has carefully
examined the locations, conditions and classes of materials of the proposed work; and agrees that he will provide
all necessary machinery, tools, apparatus, and the other means of construction, and will do all the work and furnish
all the materials called for in the requirements of the Roads Administrator as therein set forth.
I[ is understood [hat the following quantities of work to be done arc approximate only, and are intended
principally to serve as a guide in determining the lower bidder.
It is understood that the quantities of materials [o be furnished may be increased or diminished as may be
considered necessary, in [he opinion of [he County Engineer or County Road Administrator, to complete the work
fully as planned and contemplated, and that all quantities of work, whether increased or decreased, are to be
performed at the unit prices set forth below except as provided for the specifications.
bids.
It is understood that [he Kerr County Road & Bridge Depariment reserves the right to reject any and all
SPECIFICATIONS AND BID FORM
Specifications:
Base material shall conform to the requirements in 1993 Texas Highway Department Standard
Specifications, Item 247, Flexible Base, Type A, Type B (See Attached)
Bids are to be in cost (in dollars) per ton, F.O.B Plant.
2. Bid Form:
F.O.B. Plant Gr de 1 Grade 2
Type A $ ~ /C.Y. $3 % /Cruz. ~« f"~
Type B $ /C Y. $~C Y.
[ do hereby certify that I have read the attached Special Instructions to Bidders and prices quoted
for material F9- BJ Pl and that prices quoted herein are to begin March 15, 1998 and be in effect
unfit March t5,~9yg'~/1
~~~~ mss- 9 ~'
Signature Date
Firm Name & Address: ~~,,~ ,,, ~ T s c _~ ~c 1.^~
22S 2 N fd
kr-.-~ llc- T~ -lSof3
SEAL if Corporation Phone. (~30) 89 ~o - L 70Co
ANBIDS2 Sabl
Texas Department of Transportation
STANDARD SPECIFICATIONS FOR CONSECUTION
AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES
1993
(Later years are done in metric)
ITEM 247
FLEXIBLE BASE
247.1. Description. This Item shall govern for the delivery, stockpiling and/or the construction
of foundation or base courses as herein specified and hr confonnity with the typical sections and to the lines
and grades shown on the plans or established by the Engineer.
247.2. Materials. The flexible base material shall be crushed or uncrushed as necessary to meet
the requirements herein, and shall consist of durable coarse aggregate particles and binding materials.
(1) General. When off right of way sources are involved, the Contractor's attention is directed
to Item 7, "Legal Relations and Responsibilities to the Public"
(2) Physical Requirements.
(a) General. All types shall meet the physical requirements for the specified grade(s) as set
forth in Table 1.
Additives, such as, but not limited to, lime, cement or fly ash, shall not be used to alter the soil
constants or strengths shown in Table 1, unless otherwise shown on the plans.
Unless otherwise shown on the plans, the base material shall have a minimum Bar Linear Shrinkage
of 2 percent as determined by Test Method Tex-107-E, Part II.
The flexible base shall be one of the following types, as follows:
(b) Type A. Type A material shall be crushed stone produced from oversize quarried aggregate,
sized by crushing and produced from a naturally occurring single source Crushed gravel or uncrushed
gravel shall not be acceptable for Type A material. No blending of sources and/or additive materials will
be allowed ur Type A material.
(c) Type B. Type B material shall be croshed or uncrushed gravel.
(d) Type C. Type C material shall be crushed gravel. Unless otherwise shown on the plans,
crushed gravel shall have a minimum 60 percent of the particles retained on the 4 75 millimeter sieve w two
(2) or more croshed faces as determined by Test Method Tex-460Part 1
(e) Type D. As shown on the plans.
TABLE 1
PHYSICAL REQUIREMENTS
GRADEI	GRADE2	GRADE3
Triaxial Class 1:Min.	Triaxial Class 1 to 2.3	Triaxial Class-
compressive strength,	Min: compressive strength,	Unspecified
psi: 45 at 0 psi lateral	psi. 35 at 0 psi lateral	
pressure and 175 at IS	pressure and 175 at I S psi	
psi lateral pressure	lateral pressure	
Master Grading	Master Grading	Master Grading
1'/a" 0	2-Yz" 0	2-'/2" 0
7/8" 10-35	1?/e" 0-]0	I?/e" 0-10
3/8" 30-50	No.4 45-75	No.4 30-75
No.4 45-65	No. 40 60-85	No. 40 50-85
No. 40 70-85		
Max LL ..... 35	Max LL .. .... .. 40	Max LL .... 40
Max P[ 10	Max Pl . 12	Max PI 12
We[ Ball Mill	Wet Ball Mill	Wet Ball Mill
Max .... 40	Max ..... ... 45	Max ... 50
Max increase m passing	Max increase m passing	Max increase in passing
No. 40 20	No 20	No. ... .4020
GRADE4	GRADES	GRADE6
Triaxial Class	Triaxial Class	
Unspecified	Unspecified	
Master Grading	Master Grading	
		As Shown on
l '/e" 0	1?/<" .. 0	the Plans
No.4 45-75	No 40 50-85	
No. 40 .... 50-85		
Max LL ...... 40	Max LL 40	
Max PI l2	Max PI 12	
Notes:
Gradation requirements are percent retained on square sieves.
When a magnesium soundness value is shown on the plans the material will be tested in accor-
dance with Test Method Tex-411-A.
When lightweight aggregates are used, the wet ball mill requirements will not apply and the light-
weight aggregate shall meet the Los Angeles Abrasion, Pressure Slaking and Freeze Thaw
requirements of Item 303, "Aggregate for Surface Treatment (Lightweight)".
COMMISSIONERS' COURT AGENDA REQUEST
- "PLEASE FURNISH ONE ORIGINAL AND FIVE COPIES OF THIS REQUEST AND
DOCUMENTS TO BE REVIEWED BY THE COURT
MADE BY: Franklin Johnston. P.E.
MEETING DATE: March 9. 1998
OFFICE: Road & Bridge Department
TIME PREFERRED:
SUBJECT:(PLEASE BE SPECIFIC): Consider addendum to Standard Kerr Count~General
Conditions to Agreement Section 2.11
EXECUTIVE SESSION REQUESTED: YES
NO XX
PLEASE STATE REASON: Consider addendum to Standard Kerr County General
Conditions to Agreement, Section 2.11
.,ESTIMATED LENGTH OF PRESENTATION:
PERSONNEL MATTER -NAME OF EMPLOYEE:
NAME OF PERSON ADDRESSING THE COURT: Franklin Johnston, P.E.
Time for submitting this request for Court to assure that the matter is posted in accordance with Title 5, Chapters 551 8 552 of the
Government Code is as follows.
Meetings held on first Monday: 5:00 P. M. previous Monday
Meetings held on Thursdays: 5:00 P. M. previous Thursday
THIS REQUEST RECEIVED BY:
THIS REQUEST RECEIVED ON:
All Agenda Requests will be screened by the County Judges Office to determine if adequate information has been prepared for the
Court's formal consideration and action at time of Court meetings. Your cooperation will be appreciated and contribute towards your
request being addressed at the earliest opportunity See Agenda Request Guidelines.
-- Memorandum
TO' Commissioners' Court
FROM: Franklin Johnston, P.E., County Engineer
DATE: March 2, 1998
RE: Addendum to Standard Kerr County General Conditions to Agreement, Section 2.11
items put out to bid.
2.11 WARRANTY -Contractor affirms that he has reviewed in detail the Plans and
Specifications, the Special Conditions, and all other documents relating to the design
and construction of the work and warrant that there are no design defects and that the
work can be completed as called for in those documents.
Seller further represents and warcants to Buyer that the occurcence in or use by the
goods containing computer code of dates on or after January 1, 2000 (Millennial
Date"), will not adversely affect the performance of such goods with respect to
date-dependent data, computations, output, or other functions (including, without
limitation, calculating, comparing, and sequencing) and that such goods will create,
store, process, and output information related to or including Millennial Dates without
_ ercor or omissions and at no additional cost to Buyer. At Buyer's request, Seller will
provide evidence sufficient to demonstrate such goods meet the foregoing.
(To expire 1/1/2000)
_µ
~ 2.08
PRELIMINARY APPROVAL. No failure or omission of KERB COUNTY to discover,
object to or condemn any defective work or material shall release the
CONTRACTOR from the obligations to fully and properly perform the contract,
including without limitations, the obligation to at once tear out, remove and properly
replace the same at any time prior to final acceptance upon discovery of said
defective work or material; provided, however, that KERB COUNTY shall, upon
request of the CONTRACTOR, inspect and accept or reject any material furnished.
Any questioned work may be ordered taken up or removed for re-examination by
KERR COUNTY prior to final acceptance, and if found not in accordance with the
specifications for said work, all expense of removing, re-examination and
replacement to proper specification shall be borne by the CONTRACTOR,
otherwise the expense incurred shall be allowed as EXTRA WORK, and shall be
paid for by KERR COUNTY.
2.09 DEFECTS AND THEIR REMEDIES. It is further agreed that if the work or any part
thereof, or any material brought on the site of the work for use in the work or
selected for the same, shall be deemed by KERR COUNTY as unsuitable or not in
conformity with the spedfications, the CONTRACTOR shall, after receipt of written
notice thereof forthwith remove such material and rebuild or otherwise remedy such
work so that it shall be in full accordance with this contract.
2.10 CHANGES AND ALTERATIONS. The CONTRACTOR further agrees that KERB
COUNTY may make such changes and alterations as KERR COUNTY may see fit,
in the line, grade, form, dimensions, plans or materials for the work herein
contemplated, or any part thereof, either before or after the beginning of the
construction, without affecting the validity of this contract and the accompanying
Performance and Payment Bonds.
If the amount of work is increased, and the work can fairly be classified under
spec~cafions, such increase shall be paid for according to the quantity actually
done and at the unit price, if any, established for such work under this contract,
otherwise, such additional work shall be paid for as provided under Extra Work.
2.11 WARRANTY. Contractor affirms that he has reviewed in detail the Plans and
Specifications, the Special Conditions, and all other documents relating to the
design and construction of the work and warrant that there are no design defects
and that the work can be completed as called for in those documents.
S peciel Instructions & Gencral Conditions
Pagc 7