HomeMy WebLinkAboutC2006-076 - 2/28/2006 - Approved
2006-076
02/28/06
M2006-067
S.J. Louis Construction
S PEe I A L
PRO V I S I
S PEe I FIe A T ION S
AND
FOR M S
o F CON T RAe T S
AND
BON 0 S
FOR
SOUTHS IDE WATER TRANSMISSION MAIN
PHASE 5
RODD FIELD RD. TO WHITELEY DR.
December, 2005
PREPARED FOR:
Water Department
City of Corpus Christi
P. O. Box 9277
Corpus Christi, TX 78469-9277
(361) 857-1881
..,......'''' '\."
-- t: OF T. ~""
,:F~'\t:.'\......... r.~4,,'J~
r ,. l ..A-,. \"" '1.
it... JA1 ';*'"
1-...:.... .-....... ....... ..... ~..... ~
I.~~~~.~~.~~BQ~~Y..~
t-o \ 1201$ ~
.,tp~..~tflltl" . ~
~~_~~Ic./.~
-
I9n . '.
IE....:../....
'<.
':j .
URIIAII
ENGINEERING
P. O. Box 6355 CORPUS CHRISTI, TX 78466-6355
Phone No. 361/854-3101 FAX 361/854-6001
U.E. Job No. 33760.A2.05
FAX TRANSMISSION
Department of Engineering Services
Major Projects Division
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469-9277
Phone: 880-3527
Fax: 880-3501
To:
i\LL PLAN HOLDERS
Date: January 31, 2006
From:
,
/d Pages:
Angel R. Escobar, P.E. ~ ~~
Director of Engineering ces
4 (including cover sheet)
Subject: Southside Water Transmission Main Phase 5
Project No. 8391
Addendum No.4
Comments: This fax transmission contains the signed, sealed addendum from Urban
Engineering, Inc.
The addendum modifies the Technical Specifications and Drawings.
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
--
City of
Corpus
== ChrIsti
~~
ADDENDUM NO.4
TO: ALL PROSPECTIVE BIDDERS
January 31 . 2006
SUBJECT: Souths ide Water Transmission Main Phase 5
Rodd Field Road to Whiteley Drive
Project No. 8391
Prospective bidders are hereby notified of the following modifications to the contract documents.
These modifications shall become a part of the contract documents. The provisions of the
contract documents not specifically affected by the Addendum will remain unchanged.
I. PART T - TECHNICAL SPECIFICATIONS
A. SECTION 02518 STEEL PIPE AND FITTINGS FOR LARGE DIAMETER WATER
LINES
1. See page 16, Item 2.04 EXTERNAL COATING SYSTEMS FOR BURIED
STEEL PIPE, A.2
DELETE:
ADD:
2.
Cement-mortar Coating: AWWA C205; shop-
applied, cement-mortar coating except as modified
in this Section; 1-inch minimum thickness; cut back
coating from joint ends no more than 2 inches to
facilitate joining and welding of pipe. Cement shall
be Type II maximum 5% tricalcium aluminate or
use Tvpe V.
2.
Cement-mortar Coating: AWWA C205; shop-
applied, cement-mortar coating except as
modified in this Section; 1-inch minimum
thickness; cut back coating from joint ends no
more than 2 inches to facilitate joining and
welding of pipe. Cement shall be Type II
maximum 5% tricalcium aluminate. Type V or
ASTM C 150 Type 1/11 with a minimum of 6% and
a maximum of 8% tricalcium aluminate. Mortar
mix shall be 10.5 baas/yard with a water-cement
ratio of less than 0.36. Provide one type of
cement for the entire proiect.
t-_llgll1eentlg ,~~crv!\-'L'S
F i K1X' 'T" . (,rpu.. Cimsu, Texas 7li46l)-92T7 . lito!) 880-3500
~ ~ -- -
Addendum NO.4
Page 1 of 3
2. See page 17, Item 2.06 GROUT FOR JOINTS AND SPECIAL
APPLICATIONS, A.1
DELETE
ADD:
1
,
Portland Cement: ASTM C 150, Type II with a
maximum of 5% tricalcium aluminate or use
Type V Provide one type of cement for entire
project.
1.
Portland Cement: ASTM C 150, Type II with a
maximum of 5% tricalcium aluminate, Type V,
or ASTM C 150 Tyee 111I with a minimum of 6%
and a maximum of 8% tricalcium aluminate.
Mortar mix shall be 10.5 baas/yard and the
water-cement ratio shall not exceed 0.36.
Provide one type of cement for entire project.
B. SECTION 02613 BAR WRAPPED STEEL CYLINDER PIPE
1. See page 8, Item 2.01 BAR WRAPPED STEEL CYLINDER PIPE, G.1.b
DELETE
ADD:
b.
Coating: Provide Portland Cement ASTM C 150,
Type II with maximum of 5% tricalcium aluminate or
use Type V.
b.
Coating: Provide Portland Cement ASTM C 150,
Type II with maximum of 5% tricalcium
aluminate, Type V or ASTM C 150 Tyee 1/11 with
a minimum of 6% and a maximum of 8%
tricalcium aluminate. The mortar mix shall be
10.5 baas/yard and the water-cement ratio shall
not exceed 0.36. Provide one tyee of cement
for the entire eroiect.
2. See Page 12, Item 2.03 GROUT FOR JOINTS AND SPECIAL
APPLICATION, A.3
DELETE:
ADD:
:3
Portland Cement: ASTM C 150, Type II with a
maximum of 5% tricalcium aluminate or use Type
V. Provide one type of cement for entire project.
3.
Portland Cement: ASTM C 150, Type II with a
maximum of 5% tricalcium aluminate, Type V..9!..
ASTM C 150 Type 111I with a minimum of 6% and
a maximum of 8% tricalcium aluminate. Mortar
mix shall be 10.5 baas/yard and the water
cement ratio shall not exceed 0.36. Provide one
type of cement for entire project.
Addendum NO.4
Page 2 of 3
II. DRAWINGS
A. SHEET 32 of41 ISOLATION AND BLOW-OFF VALVE DETAILS
See Section 2-32-32
ADD:
Note:
Provide 16" blind flanae at base of 16x16x12" tee.
Please acknowledge receipt of this Addendum at the appropriate place in your REVISED
proposal form.
END OF ADDENDUM NO.4
~""""'"
--- Eo OF T. -\\
.:- ~~...."....€.~.A '.
",. c".... * .~cP I,
,.. . .. 'j
,... ...11'1
,*: ~.
,....:...1...........1...1.. :.... ~
I. J. DOUGLAS MCMULLAN ~
~... ':... .....1...... ...... ': ....iI
f.~... 91068 ... ~
, ~.. . ,
ff o~...!!CEN~~."~
. ~8.t ......... ~
1
J. Douglas McMullan, P.E.
Addendum No.4
Page 3 of 3
~ City of
IJIlW Corpu~
:=r = ChrIstl
ADDENDUM NO. 3
~......~
January 26 2006
ALL PROSPECTIVE BIDDERS
TO:
SUBJECT:
Southside Water Transmission Main Phase 5
Project No, 8391
Prospective bidders are hereby notified of the following modifications to the contract documents.
These modifications shall become a part of the contract documents. The provisions of the
contract documents not specifically affected by the Addendum will remain unchanged.
I. PART A - SPECIAL PROVISIONS
A, A-4 METHOD OF AWARD
DELETE: n
1. See Page 2 of 32, Item 1
ADD: n.
Loading, hauling and unloading suitable excess
material removed from the trench excavation to the
City's property at the J. C. Elliot Landfill site (suitable
excess material becomes the City's property. The
Owner shall decide what is suitable excess material).
Providino final oradino of stockpiled material to
provide smooth orades and with maximum side slopes
of 1 foot vertical to 4 foot horizontal. Unsuitable and
unwanted material. as determined by the Owner, shall
be removed per Special Provision A-16.
DELETE: J
2. See Page 4 of 32. Item 8
ADD:
Loading, hauling and unloading suitable excess
material removed from the trench excavation to the
City's property at the J. C. Elliot Landfill site (suitabie
excess material becomes the City's property. The
Owner shall decide what is suitable excess material).
ProvidinQ final orad;no of stockpiled material to
provide smooth ~rades and with maximum side slopes
of 1 foot vertica to 4 foot horizontal. Unsuitable and
unwanted material. as determined by the Owner, shall
be removed per Special Provision A-16.
j.
Loading, hauling and unloading excess material
removed from the trench excavation to an
approved disposal site. The City landfill may
~t excess excavated material provided it is
sutta Ie for their needs. For further information.
Addendum NO.3
Page 1 of 4
Lngmeerlflg SerVice"
f' n Hox '/277 · ('orpw. ( 'hristi, Tex.as 78469-9277 . 11(1) l'\80-3500
~~
B A-37 AMENDED "ARRANGEMENT AND CHARGE FOR WATER FURNISHED
BY THE CITY"
See page 24 of 32
ADD
New Paragraph:
The cost of water for hydrostatic testing and
disinfection of the completed water line and ana
other water needed for construction will be pai
for bv the Contractor.
II. PART T - TECHNICAL SPECIFICATIONS
A. SECTION 02040 GEOTECHNICAL INVESTIGATION
1. "Geotechnical Investigation Southside Main Transmission Line Phases 4,
4A and 5 City Project No. 8390, 8425 and 8391 Corpus Christi, Texas"
See Appendix following Page 16 of 16.
DELETE
ADD:
Current Appendix in its entirety.
Revised Appendix as per Attachment No.1.
2. "Geotechnical Investigation Southside Main Transmission Line Phase 5
Reroute Corpus Christi, Texas"
See Appendix following Page 13 of 13.
DELETE
ADD:
Current Appendix in its entirety.
Revised Appendix as per Attachment No.2.
B. SECTION 02518 STEEL PIPE AND FITTINGS FOR LARGE DIAMETER WATER
LINES
See page 13, item 2.02, INTERNAL LINING SYSTEMS FOR STEEL PIPE, ALL
INSTALLATIONS, C (1)
DELETE C (1) AWWA C205; except as specified herein: 2-inch minimum
thickness for pipe diameters 42 inches and larger; 3/8-inch
minimum thickness for pipe diameters 36 inches and smaller.
Cut back lining from I'oint ends no more than 2 inches to
facilitate joining and we ding of pipe.
AWWA C205; except as specified herein: 1/2-inch
minimum thickness for pipe diameters 42 inches and
larger; 3/8-inch minimum thickness for pipe diameters 36
inches and smaller. Cut back lining from joint ends no
more than 2 inches to facilitate joining and welding of pipe.
ADD
C (1)
Addendum NO.3
Page 2 of 4
C SECTION 02613 BAR WRAPPED STEEL CYLINDER PIPE
See page 10, Item 201 BAR WRAPPED STEEL CYLINDER PIPE, I. 2.
DELE Tf:
ADD: 2.
2
Rubber-Gasketed Joints: Double weld bell and spioot rino onto
steel cylinder. In thrust areas, double weld bell and spigot
ontQ~steel cylinder
o SECTION 15101 BUTTERFLY VALVES:
See page 3 Item 3.02 BELOW GROUND INSTALLATION
DELETE
ADD:
3.02 The butterfly valves shall have mechanical joint ends and shall
have a geared actuator suitable for buried service with
necessary stem seals and gaskets to prevent entry of water
into the housing. Valves shall be equipped with a valve box
and stem extension. The stem extension shall have a 2"
operating nut extended to within 6" of finished grade. Exterior
of valves and accessories shall be coated by the manufacturer
with a material suitable for underground service to protect
against corrosion
3.02 The butterfly valves shall have flanged joint ends and
shall have a geared actuator suitable for buried service
with necessary stem seals and gaskets to prevent entry of
water into the housing. Valves shall be equipped with a
valve box and stem extension. The stem extension shall
have a 2" operating nut extended to within 6" of finished
grade. Exterior of valves and accessories shall be coated
by the manufacturer with a material suitable for
underground service to protect against corrosion.
E. SECTION 15104 GATE VALVES:
See page 1 and 2, Item 202 VALVES 4 INCHES THROUGH 16 INCHES
1. DELETE: VALVES 4 INCHES THROUGH 16 INCHES.
2.
ADD:
VALVES 4 INCHES THROUGH 24 INCHES.
ADD: New Item: G.
Valves 16" and larger shall be furnished
for horizontal installation and shall be
equipped with bevel gears.
III. DRAWINGS:
A. SHEET 18 OF 41. WATER MAIN PLAN AND PROFilE, BASE LINE STATION 167+50
THROUGH 179+50
1.
DELETE:
Between Station 1 78+55 to Station 179+80
50' TEMPORARY CONSTRUCTION EASEMENT
ADD: NO TEMPORARY CONSTRUCTION EASEMENT
Addendum NO.3
Page 3 of 4
2.
ADD:
New Note:
Grade and shape existina around adiacent to
north edae of pond to match existina contours.
3 Clarificatlun The existing 10' TeE between Station 178+55 and Station 179+80
is not affected by the above deletion and remains in effect.
B SHEET 34 OF 41, AIR RELEASE VALVES AND DETAILS
1 See Detail F -34-34
DELETE
ADD'
See Piping Schematic Detail E
See Piping Schematic Detail !!
2, See Detail D-34-34
ADD: New Note: See Pipina Schematic Detail B
IV. CLARIFICATIONS
The Contractor has two goals to meet, an individual Phase goal and the overall contract
goal. If Contractor elects to work in two (2) phases concurrently, he will be assessed one
(1) day in each phase and one day in the overall contract time, For example, if he starts
Phase II and'" at the same time, at the end of 60 Calendar Days, he will have 15 days left
in Phase II and Phase III will be complete. The total time remaining in the contract will be
240 Calendar Days.
Please acknowledge receipt of this Addendum at the appropriate place in your REVISED
PROPOSAL FORM.
END OF ADDENDUM NO.3
""-""',
.:-~~.9E.[f~~\,
~ e:,'\..... '* ...~d' "
, 1ft ..' '. * 'j
, . ~ ,
~*i ~*"I
,... ....................... ......"1.
'- J. DOUGLAS MCMULLAN "'I
~...........................~...." J. Douglas McMullan, P. E.
t. ~" 91 068 ..~1
'tt~...~!CEN~~.""~f\ f\ ~
/~, ~8fi"""'" ~ ~ \
\ // d ,~,- \ \ I r,
- "C- \ I ,2.(P\ ~
,
ATTACHMENTS:
Attachment 1: Geotech Report Appendix for Phases 4, 4A and 5
Attachment 2: Geotech Report Appendix for Phase 5
Addendum NO.3
Page 4 of 4
?6927/CCH4R001
Jpyright 20()4 Klel:1felder
k~ KLEINFELDEI~
APPENDIX
Addendum No.3
Attachment No. 1
Page 1 of 44
Jarluary 7, 2004
k~ KlEINFElDER
Site Vicinity Map.
Southside Main Transmission Line
Phases 4, 4a, & 5
Corpus Christi, Texas
PLATE 1
Addendum NO.3
Attachment No. 1
Page 2 of 44
J
I
J
,
,"\\"'f
~~ . """,it ~ .....
. ..,.
Xf:' '!';f:
: _ '; 'j t'::; .~,': '; ;.~'" _,'
l\. ~ .. "" ',:~i."', ~ " t,
)~i~~~...~
tLr~n
&-11;' ' ;;,il ..
.~,::.::::::~::_,.~
A .::~,~'_::
, ';;"11
. ct"
1 f ii
"t"~ii
:;-.:.:; .,
,'f
"I
,
"
\\
.~~
\.
..
.
.
.
.
.
~,~ .
.;
~;
c.
~
\.-"
'''''''II.....
B
N
"I::' ..
"""
~
s i~r0st(jN
c<.~ 9" t~OSSING
~;,
Addendurr Nc- -"I
Attachrner I Nc
Page 3 of 44
SOUTHSIDE TRANSMISSION Mf t
PHASES 4 AND 4A
Boring Location Plan
Southside Main Transmission Line
Phases 4, 4a & 5
Corpus Chnsti, Texas
PLATE 2A
~ f
: i
i!
-. '1
,;T,,';;;< . -'
",_JI;,,-'" "-
k~ KlfINFf:lDEI<
Southside Transmission Main - Phases 4, 4a, and 5
Corpus Christi, Texas
Summary of Laboratory Tests Results
Boring Sample Me -200.0 LL PI UDW Qu
No. Depth (ft) 0' % G/o % (pet) (tst) Other
/0
9-1 4-6 :'9 66 50 93 1.4
6-ts Sulfide=90 Chloride= 1 030
,.9 Sulfate 3350 (Units mg/kg)
10-12 ,.8 95 1.0
'3-15 ;;3 54 39 104
f3-2 2-4 :14 85 0.9
4-6 34 60 38 pH=809 SBR=144 ohms-em
B-10 31 65 47 94 1.0
8-3 4-6 ~H) 46 30 98 0.7
13-15 2 97 0.6
0-2 Sulfide= 120 Chorlide=910
E:;-4 2 j 52 37 Sulfate=503 (Units mg/kg)
2-4 2 100 4.0
6-8 2 96 pH=828 SBR=230 ohms-em
10-1.) 2ii 67 44 96 1.6
R r: 3-4 :J 2;; 42 24
. . :J
7 5-S! 3 45 2.3
105-12 3 :.~ .,.,
,
1 S 5-20 2h 80 53
)3-25 2 101 29
53-35 2( 33 20 111 0.7
435-45 2: 14
2-4 Sulfide= 11 0 Chloride= 1640
~~ 7 2:, 52 36 100 Sulfate 909 (Units mg/kg)
4-6 26 93 1.6
S-10 25 53 37 102 1.1
B-8 2-4 26 93 2.0
6-8 38 46 26 88
0-12 36 85 0.6
B-9 0-2 20 103 2.4
4-6 28 58 37 90
1(J12 56 39 pH=B 44 SBR=220 ohms-cm
[3 10 5-3 30 14
4.5 Sulfide=240 Chloride=1290
32 Sulfate=713 (Units mg/kg)
4 5-6 29 54 33
13 15 21 114 1.2
811 4-6 19 39 25 103 1.3
1 0-12 23 58
8.12 24 19 pH=928 SBR=556 ohms-em
1-6 19 41 25 109 2.0
Addendum No.3
Attachment No. 1
Me moisture content; (- )200 percent passing #200 sieve; LL liquid limit; PI plasticity Index; Page 5 of 44
UOVV unit dry weight; Qu ullconfined compressive strength; SBR. soil box reSistivity
Page 1 ot 3 PLATE 3
..~ KLEINFflDER
Southside Transmission Main - Phases 4, 4a, and 5
Corpus Christi, Texas
Summary of Laboratory Tests Results
Boring Sample Me -200.0 LL PI UDW Qu
No. Depth (ft) c t % % 0/0 (pef) (tsf) Other
/0
-.-------.
8-12 8-10 :4 42
8-13 4-b 6 Sulfide=160 Chloride=770
Sulfate=760 (Units mg/kg)
8-1 0 q 37 24 112 1.4
P14 2 A :0 69 44 107 7.9
-~
6-8 29 98 1.9
8-15 4-6 14 113
6-8 2) pH=859 SBR=268 ohms-em
R 16 0-2 33 18 113 1.8 Sulf!de= 180 Chloride= 150
Sulfate=77 (Units mg/kg)
6-8 1 J 112 1.0
, 0-12 2) 37
f3 17 2-4 h 113 4.5
4-6 1.1 32 19 110 17
6-8 1'i pH=912 SBR=239 ohms-em
2-13 5 2" t)
Ij 18 2-4 2, 42 ')7 102
,-6 2 105 1.4
ti-8 Sulfide=260 Chlonde=160
2 Sulfate=627 (Units mg/kg)
-3..10 E' 35 22 111 1.3
F3-19 2-4 1 t pH=829 SBR=1340 ohms-em
4-6 1 ( 108 07
f)-8 1r 31 17 111 1.3
, 0-12 2C 105
F3-20 5-3 22 58
4.5-6 23 44
S! 105 22 35 20
821 4 5-6 36 59 31
10 5-12 Sulfide=230 Chloride=6700
35 Sulfate= 1270 (Units mg/kg)
13 5-15 28 l:?
18 5-20 21 pH=878 SBR=86 ohms-em
213-30 37 63 40 86 1.1
38-40 27 99 1.6
8 -,- S? 20 110 1.0
' -L.!.
()-1 1 19 35 24 114
13-15 20 107 0.4
23 5-25 22 30
33 5-35 37 18 58
823 ;7-4 19 107 Addendum No. 3
Attachment No. 1
Page 6 of 44
Me moisture content; ()200 percent passing #200 sieve; LL liquid limit; PI plasticity index;
UDW unit dry '-'''eight; Ou unconfined compressive strflngth; SBR soil box resistivity
Page 2 of :3 PLATE 3
..~ KLEINFELDER
Southside Transmission Main - Phases 4, 4a, and 5
Corpus Christi, Texas
Summary of Laboratory Tests Results
Boring Sample Me -200.0 LL PI UDW Qu
No. Depth (ft) % 0/0 0/0 % (pet) ( tst) Other
8-23 4-5.5 '8 pH=813 SBR=1916 ohms em
6-7 5 '2 5
9-1 0 t 3 25 12
B-24 3-4 5 ,2 6
4.5-6 Sulfide=210 Chloride~ 11
/0 Sulfate= 1 0 (Units mg/kg)
9-10.5 ; 3 2
[:3-25 4.56 ~ 0 4
B-25 13.51 ~ ,] l
8-26 1.5-] ~6 4
/.5-9 ~q 19 5
15-1 t pH=863 SBR=3544 ohms-em
B-27 3-4 5 22 b
6-7 5 19 16
!328 53 1 ) c,
7 5-q Sulfide=270 Chlonde= 16
21 Sulfate= 12 (Units mg/kg)
J10 5 21 1
f329 4 5-h 2 4
:3 5-15 1 fi
8-30 0-1 5 2!i 8
1 5-] 2~ pH=933 SBR=480 ohms-em
'J-7.5 2~ SJ
3 5-15 3 32 18
Me moisture content; (-)200 percent passing #200 sieve; LL liquid limit; Plplasticily Index;
UDW unit dry weight; Qu unconfine'l compressive strength; SBR soil box reSistivity
Page 3 oj :l
Addendum NO.3
Attachment No. 1
Page 7 of 44
PLATE 3
- //#11--
1/#/;--- I-- p--i
--~
O.25H
-+
I
I
I
!
O.75H
where: P = Apparent Earth Pressure, psf
75 H
H = Height of Excavation, ft.
Apparent Earth Pressure - Clays
Southside Main Transmission Line
Phases 4, 4a, & 5
Corpus Christi, Texas
PLATE 4
k"lKlEINFElDER
/11=7/1
Addendum NO.3
Attachment No. 1
Page 8 of 44
~T--
//I=1/r-
k.~ I<LEINFElDER
-t
IIF/II
~p~1
H
where: P = Apparent Earth Pressure, psf
= 40 H
H = HeIght of Excavation, ft.
Apparent Earth Pressure - Sands
Southside Main Transmission Line
Phases 4, 4a, & 5
Corpus Christi, Texas
PLATE 5
Addendum NO.3
Attachment No. 1
Page 9 of 44
!),'pth
)/ r~; t)~)J
r:eet
"
10
k~ KLEINFfLDER
EXPLANATION OF SYMBOLS AND TERMS
USED ON LOGS OF BORING
SalT'; 'Ie
I ':)1)
~,j (bonl '
_ 1 ~Ist,
I
~
U"dtsfur'),;'(j ,'\hi tube sample
Me
.200
%
\1." DESCF'IPTI()~,.
UDW
(pst)
Qu
(tsf)
~/a
LL
PI
-,
p eket Pentrur1wk' Jest
35
disfurbcn samplf~
Split Spoon sample and Standard
Penetration' est Blow Count
'f' water surface
.. see symbols herO'"v
TYPICAL SOIL SYMBOLS
-
LJ
-
[~~J
[Z2]
l,'ar Clay (C L i
L_.J
LD
CJ
:,~'~i~
~-'!.. .-~~
Well-Graded Gravel (GW)
Poorly-Graded Sand (SP)
Fit lay (Cf-<)
Well-Graded Sand (SW)
Soil 1M!.)
Poorly-Graded Gravel (GP)
Elastic Silt (MH
Sdty-oand (SM)
~
c, ~>-. :.>' .> < /"
'.;~ '''-,- -. '.
[[J
Silty Gravel (GM)
Clayey Gravel (GC)
ClilY"Y Sand (St.
(,Icareous
SOIL STRUCTURE
N Blows per foot
Slickensided
F";slJrf~d
L,; nrnated
Inferh,ldded
Relative Density of Cohesionless Soils
Containing calcium, arbonate
Relative Density
1 he presence of plares at weaKness
hewing a slick and glossy appe;lranu
Very loose
0-4
4 - 10
loose
Breaks along defrnite planes of fractun,
With little reSistance "Jlth fracturing
Medium Dense
1 0 - 30
J"I.lternating thin I"yer', or lense~ of
varying matenal 'lr c! >!or
Dense
30 - 50
Very Dense
Over 50
,c. !ternatinq layer~ otarymg matenal
Relative Consistency of Cohesive Soils
Descriptive Term
Uncon, Compr. Test (tsf)
Very Soft
Soft
Less than 025
0.25 - 050
0,50 - 100
1,00 - 2 00
2.00 - 400
Medium Stiff
Stiff
Addendum NO.3
Attachment No. 1
Page 10 of 44
'J,~ry Slift
Hard
More than 4.00
rr/(" of Bonng 1.':0 3 u-'presentaton or N-',:. sub' :Jrface ,.1J3fe'/,j!s ,jt PIt, ;oeClfic bonng locatIOn within the depth explored. The transition between slrata may be
(]faUIl,_)1 J(}d vanatio;; matel/ai YPt_~S c'Y'e dephs bet~Yeen)ur'n:;~' he expected J,;\.'at:!r icvel observations represent those conditions at the lime of
'_'x; anCi rna\ a Nit/; IIml --3."(: the
--
Projcd'
LOC3t ion:
Lat , ,ong:
r.-- !'~
De Ih "
, P" ." s.Ymb 01 .' "3mple
,PCI " :
;..:~.-~ '. t
4.,,' or ~
..... '" ...
, ,,4 ,.
-- [:f_:;?:~<~
~
III
2(;
).()(; OF BORIN(;
SC1utt-,SI,Je iVatcr r c1nsrniSsion Main t:-'hases 4.4A, & 5
C, Jrpus Ch stl NUI',:es ,i Junty, Texas
h,J/.';
N (bpT!
pp
Isf)
MATERIAL DESCRIPTION
B(1St~ ~1./11ter
(:rushed L :mestone)
- -
Dark f,r LAY Wll'l !rOl: oXide stains
CI dill/", ! tan dnd gray Wlttl qYOSLJ
jepc';rt! drid Ii lite cI)/stals
.\/I!f-~(-l ~,]ff ) j, l~odLJlf:~:~
coi,); ChHlg<:,! :an al1(j redrjlsh tali
<H
--...,- '------.-.
- ;;1' ,}EPTfi !5 ') Feet
, ,e<ght iDC ",!j,.
~----..i...-.__.__._. '_'
-50nnq Wi.'S d't!!,?Ci ciry to the termination
J9pth Gr JUri!\'/d!er was not cncountereif
IUnr)~l dr: //:7g1')j samplinq
...~ KlElNHLDfR
Boring
Number
Date: October 29,2003
B-1
Type: 3" Push Tube
Me L! -200
o/~ _ 0/0
PI
UDW Qu
(pet) (Isf)
LL
29
66
50
93 1.4
29
28
95 1.0
23 54 39 104
J
Addendum NO.3
Attachment No. 1
Page 11 of 44
--
L()(; OF BORING
Projt'('f Si)uthside Nater TranSI1lISsion Ma/n Phases 44A, & 5
Location: CXpJS err/sf;, NU2Cf~S County, Jexas
Lat Long: '\Jif\
Depth
Feel
~--_._---
Symbol i '5ample i'l (bpI)
I j
I
10
'i
I
1-;
:I,
";
PP
lISt)
MA TERrAL DESCRIPTION
Dark
f'1 r-:LAY with C11Care()IIS Ilorjules
1 ,Y'
; I
,color Clang!", 10 tan al'ld gray with calcite
crysta's ilrld "(l'1 oXide c,talr,,;
,c
'J
color CI1,jnge:, reddll;t1tar 31ld tan with
JYPSlJirI j',poslic
i
CH
7074iDEPTH 150fceei
donng WdS Oflllee! dry to the teml/natlOtJ
fepth Groundwater was not encountered
funny dnlilnu cJlie! sampilnC]
fight ,'00 jt
--..-'______n_.---.. "__~_ __,___ -...-,,
h.~ I(L[I,~rrlf)I:_R
Boring
Number
Date: October 29, 2003
B-2
Type: 3" Push Tube
Me
85 0.9
O/~
PI
UDW Qu
(pet) (1st)
34
34
60 38
31 65 47 94 10
Addendum No. 3
Attachment No. 1
Page 12 of 44
III
L()(; OF BORING
PI-ojecl Suuthslde ,vater T ral'srT1!SSIOn r.,,1aln Phases 4,4A, & 5
Loc<lfion: Clrpus Chnstl, ~~U'jCt's County, Texas
Lat I Long: N? 1 38 23 3" V (.7 )4' 45 ,1"
Depth: 5 b' I
Feet ! ym (J
"'---r"--"-'---,--,"~----
Sample : N (bpf) ,~:r) MATERIAL DESCRIPTION
o a i k C:;. d y F JI '~LA Y
--~
~.
I
.
~.~~-;;;;
"~
'//~r~
-0.,
:/.
I
"I
Ta! .)ll(j GliJ., .,"an CLAY with ,rOf' oxide
stC1ns~r:J dreous f10dules
w'tl! r;V')Sli "qJOSits
J
far fwd ,_ t f
I
!
.- - LC2J
'Oilty CU)Y w.th sand lenses I
25
,c,
---+-..~ ._----,-~---
CL
I
Tori;! DEPTff 150reef
fJonnq was or ,jJ,.(} dry to r'le terrmnaf/on
Jepth Gr,:;undv,aler was 'wi encountered
funnq (frl/fino Ci(i(! sampllfH]
2.
.~
.__..~-_.-
'," ~lgh~ c~oC' I,; ~j;
k"{J J( LEI N J rID f I~
Boring
Number
B-3
Date: October 29, 2003
Type: 3" Push Tube
UOW
(pef)
Qu
(tsf)
I '/,
I
I
I
I
PI
25
46 30 98 O!
97 0.6
Addendum No.3
Attachment No. 1
Page 13 of 44
RI
Project
Locat iOIl:
La! / I,ong:
I-J()(; OF B()RING
Suuthslije ,Vater T'anSnlISSIOn MaIn Phases 4 4A,
Jrpus Ch'!stl. NUHces County fex,ls
\J 7 38' 156", W ~:/ ;'4' 30 7"
r--- ------
Oe) h _ pp
pI Symbc'l "amp'" N IbpTI f
I pet IS )
~I
"
101
MA TERIAL DESCRIPTION
O,lI,". (;'oIY C,,( CLAY ivln, [;alcarE:Ous nodules
1 "
?:
-CollY CI,dllyeS Tu tall drld ~;rdy with 11(1) 0<: de
stall:S "'Kj ( aerie crystals
')
CO'UI chwf)e'. 'il Ian ,"lid IID!ll reddish-tan
':::olor Chdfl~~t~S, 1(--, tan and qrc]':~
~) :
IS CH
~{I
r';;;ht )00 !.d\Jt',
I
,--_--1---1___" _
>;;
'O:'410EPFI 150Feet
lonnr; was dnl/eef dry to tile terrmnatlOn
fepth Gr,)unciv'v'dter was not encountered
funfir; dnJllnr; <'){i(! c;amp/ing
&5
k~ I( L !: I i'J f f L i) f h:
Boring
Number
Date: November 11, 2003
8-4
Type: 3" Push Tube
Me
-200 VOW Qu
% :: t:T'" (Isf)
100 40
.'.
23
21
~
27
96
28
67 44 96 16
Addendum NO.3
Attachment No. 1
Page 14 of 44
RI
L()(; OF HORINC;
Project Scuthsloe \Vater II ansrnlSSlon Main Phases 4 4A. & 5
Location. Ccrpus ~h[istl, Nucces County fexas
Lat / Long: N?, 38' 15 T VV 97 ~)3' 48 :"
Deptl. Symbol
. cpt
op
,(sf)
Sample N (bpI!
MATERIAL DESCRIPTION
Gray Slit'l ,[ j. '{
i~
3'w!th sand ienses
Tan Sandy C! t\ Y
Tan L ea~! Cl '(
)5
'3ray Claley :))';ND
3~
3reenlsr .(:;1 ay f' 3t CU\ Y with silt lenses
2 j
,;olor chdngcs tD tan and reddish-tan With
aleareoLs nilduks and Iron OXide stains
"
l' ,
,l)yngh! 70(' "'I! .,;'I'~ld~"
I Me
! 0/.
-,
yl
(c'126
,c,j
I
I
I 33
28
27
k.1J Kl [f ~'H H D f I,:
Boring
Number
8-5
Date: December 16,2003
Type: 3" Push Tube
2" 00 SPT
-200
%
UDW Qu
PI (pet) (Isf)
42
241 ~..
45
28
32 37
80 53
Addendum No, 3
Attachment No. 1
Page 15 of 44
10
L()(; OF BORIN(;
Project Scuthslcie \ VaterT I anSnllSSIOn Main Phases 4,44 & 5
I ,oeatioll: CCirpL;s '::hr is!I. Nuecesounty Texas
Lat II.ong: N ~P' 38' 157' VV 97 23' 48 ("
Depth; Symbol Sample ,., I bpfl
eel i
,,,1...._1
-___c
.
!
}
I
I
1
l
~
h
C i
HI
/<
~j ~,
i
i
~
I
l
I
'::'0 ,
pp
dsf)
MA TERIAL DESCRIPTION
Greenlsr(ircJ\ i at CL !IY 'Nllh silt lenses
(Conlin lecJ
28
-- -
Lt Reddish Tan and T an Lean CLAY with
calcarecius'lociiles
5
3
Tar' San,]; Cl {'.'i 'J'jith cdlcarpOlis n0dules
fan Fine Slit, SAND With calcareous nodules
:olor changes Ie eddlshtan becoming
nore coarse
I
I
I
lCri)
I
I
lCI~
k~ KIl::iNFrt.DI::I,;
Boring B
-5
Number
Date: December 1El, 2003
Type: 3" Push Tube
2" OD SPT
Me
VOW Qu
(pet) (tsf)
"'
"
20
33
20
111
07
23
14
Addendum No. 3
Attachment No. 1
Page 16 of 44
RI
L()(; OF B()RINC;
Project SCuH1Slde Vater Tansrnlsslon Main Phases 4,4.A., & 5
Location: '_:urpus Cr istl Nu,;ces)unty rexas
Lat II AlJIg: N:T 38 15 7' \V ~!I' 3' 48
Depth
r-ept
Sample N ibpt) Pp
Isf)
Symbol
MA T ERIAL DESCRIPTION
"I
I
TcHl Fife Sit, (AND veith calcareous nodi:les
(C(::(.itir; /~J(f
~5
').
'5]'
Reddlsl . T;3rl .Hcj Tan F:Jt CI ;\'{
(,0
,)cP:
(5iJ (] FIH'r
BOllnq l\ as <fri'!,;:J dry to a depth of 12 0 feet
~round~\ ate: V;,lS encoun1f?red at a clepth (,'
.? 0 feel C'Uf/IJCj ,fn/llng dnO sampling
)wllc/7ec to n Jr J rotary atl 2 0 feet
1J5
I,
.~
I
I
I
;Sr.1~
!
I 24
I
Cf~j
lfll<Ll.INFEi DH:
Boring
Number
Date: December 16,2003
B-5
Type: 3" Push Tube
2" 0 0 SPT
UOW Qu I
(pet) (tsf).
43 I 104 1 3
Addendum NO.3
Attachment No. 1
Page 17 of 44
,.'/fight 20C ~: I. "'Ir:ldo( '1'
--
L()(; OF BORIN(;
Project SOUP!SI,,8 \\/ater lran:;nliSSlon ~J1aln Phas(~s 4,4/\, & 5
Location; Cc rpus ~hl stl, ~~uE'Ce:; ~()unty 1 foXdS
Lat / Long: rJ:' -. \8'.i7 7" V 9/ ]' 09 (
Depth '
f'eet : Symbol Sample'~, (bpI!
,>p
,(sf!
MA TERIAL DESCRIPTION
D(Jrk (;13'1 cl'lCj
'1Odulec'di1rj
an Fa! eLA v with ('drearer,us
OXlrj(, ','",Ifl',
('
-cole!'" (r ':j("1:)1-7 i LJ/l ;:-:rlr1 qr';1V \/v'ith calcite
coler cl iil~Jt", ! tdf1 dl! j IHJlq !PcJdl"Iltdil
Niti' ,P' 'lSlts
I"
Tn:!,! JEPTfI /iJOfeel
'ionng VIi IS (tni/( 'cf etry to tin: terrmnatfOn
feplh GI)lIl1cJ,v,Jler w,]s nol encollntere,j
lurrnq (ir:!/mc ulf,f sampllnq
~ I j
--=--
k~ K l [ !'J F [ l D F U
Boring
Number
Date: November 11, 2003
8-7
Type: 3" Push Tube
PI
.200 I'
':_ LL
_n -t--
2]
52 36 100
26
I-J
161
93
25
I
r
53 37 102
CH
Addendum NO.3
Attachment No. 1
Page 18 of 44
-:;~",'ngr,t 20f "\ '~'idi
RI
Projed
Local iOI1_
Lat / long:
Depth S b I
F('Pl yrn 0
Ii!
-j
~.:
-
-~-2{,.,.., ;
~-.-
.;
C,:,,/,_,
i.
;~~
:~~%
~-/:.
~II
-.
M
I
l~~.
~ I ,
L()(; ()F BORING
.3c uthslc!e Vater ilnS/nhSlon Main Phases 4,44, & 5
':crpl~s :h 1sti i'JUl:CCS (:)unty, ex,1S
fJ;' ~8' 217", \-'v e,l' :'2' ~)1 ."
pp
1:'drnpie ~,'hpj, Isf!
!
~ I
~,--~._-,-_._.
l.;flghl )OC c t(::J
MATERIAL DESCRIPTION
Brown JI!eJ C;ldl Lean e:LA\ Wllh calcarecus
n()cule> IIel , OXldp >,talliS
'J'
.','
CClI'lf :',,111<)' 'u t31'
c"I,,' (I ;Jf'Cj" tall .lI d CJl,1Y
'.\,,'1, ';ilt , Ii' I d lell
"
eC)
01,1/ UEPTh 1, 0 Feet
Janny W JS (ju/lelf dry to ttle ternllnati:Jn
feptl) GrCUlI(j,\utcr.vas encountered at a
lepth JI J 0 feel Juring aI/fling and <ampllnq
k.~ KLEIi'.ffLDiR
Boring
Number
B-8
Date: November 11,2003
Type: 3" Push Tube
Me -200
~/o %.
LL
UDW Qu
PI (pet) (Isf)
26
93 20
38
46
26 88
36
85 OC
Addendum NO.3
Attachment No. 1
Page 19 of 44
m
Projecl
Location:
Lat Long:
I_()(; OF BORING
S'JutrlSlie Nater T-,m~;fHssiorl ~vlaln Phases 4,4A, & 5
CJrp,J~; ernstl, NLHCfS C,Junty rexds
N ? 7)8 30 4' \V (, 7 .'2' 2t~ )"
Dppl h
Fe'et
Symbul
~.,----.._...---......,--~.__.._--"-_._--
MATERIAL DESCRIPTION
5dmpf,' 'J (hr,l)
I
j
2; !
i[l/right 10'
pp
.lsf,
Dark CoilY ell
11(J(Jule', drld
Tan Fat CLAY wilh caicareous
OXldf:: stcllrlS
COlor C 'l'JIlCj"" to brownlsh-qray arId gray
With sa 11: 1t~1'
COier CLlIl, JI
d,'pe,s.! ,
tan 11(J elrdY Witt. CJYPSUl'l
'/.1:1') c,_-~:cdf ,la:s
dr;(j<", rflc1iJ'st I;j,' ,Hid t.!!l
( ,:I!iii', t J few cllJU i!<jilt reddish lal-
3'
Reej(j,st', 1 dr' .:1:1: Tan Lhill CLAY With
calcdrec .is I j n,s and lion "xldl' stair'S
lC".
..
1,,{ ()EPTH lSOFeet
80llng ,VlS (fn!/,'i dry to tlie terrTJInalJol1
ieptll G:UU!lCilhJler was not encountered
fUllne; clr!/!in..J i!'I( s3mp/i{!(]
J......
'.:01"
k~ Klfll",JEIDER
Boring
Number
Date: November 11, 2003
8-9
Type: 3" Push Tube
28
58
37
90
56
39
tel
Addendum NO.3
Attadlment No. 1
Page 20 of 44
-.
Deptt
Fe'ct Symbol c.-
I"",mp,o N ,0,'"
I
I
III~' %'
/ j
c:@>;?:
/~'0'
-
-
(~
i,n~~
III
Project:
Locat iOIl'
I . .
.at / 10110"
...,.
.jli
y
", "ghl .'oe
k~
KI
. LI N r E L. .
D i I~
, LOG OF BORIN('~
,0 JUl' II' \ '
, "t';, ater 1 J
I c'rp f lll"[' .
/ u~':h ~ . .,1~,SIO ~
'I ' ,II, Nu(' , " n "lain Ph
; -;- ~8' ')2 4" Ir./ce,. c'..Jntv 11.'X' asps 4,41\ & 5
,\ (j 7 .' . . dS '
. / ,)' 12
Date:
Type:
Boring
Number B-10
October 2, 2003
3"
Push Tub
2" 0 e
.0. SPT
pp
I'sf)
MATERIAL DE ---
Gray &) . . SCRIPTION
all'.. (, j" F
IrO'l CiXI('(' , ' ,dt! A. 'y
. .,.cJ ' rnottled)'wIU'
30
, 74
I
I
32 I
CCJ'(H ct ..
clrl(J') t, 'I t~~r~ 0
c ,I Lx '.; i ;1 l'
54 I 3~ I
I .J I
i
2~J
COlor cr
:a!c!l ' .cH1C;(i', ;, i liil1 &.
. (. ysl jl' i llhl 'Pc'!j
. ....Isr' tan \vtn
v\//!h ;,I!L
)(:!'lU
t ses
~~ (,
,.
~cl-q
an. L (c'I' C
:'LI'V' ,J " -""'0 ^ L
. \, ('J ,.tt,;19hl h:c.'Cl(-"C"l....
, I ,'0 i I~ cj , ' '- ~ ' ~)
.\'itll IIi' "" I "II L e']',
II :lXJcJe sL::-1IrlS - ,c!
c;
.2
,.oiur:;t:,J'IC'I'
,1, t'
Idll
-;--- +
TU'/,I lEPTf1
15 (i F-ept
jonnq w' '. .' ~.
Ie th~ (/,c, Unlit~(1 'J
I ; p Gnunci' " ' ry to tile lor
,I' ,epth of ; ') ~hl,er W3' , '. nnnatJon
, 0 fel".-J C '.' ,neaunt
ampling C.. ,uurinq (in!! ereci at 'J
o mlll/..llf . JII)UrlOwatpl'-r' '. ".19 and '
. ~ ~ . ( <e I" 9
.'.' . 0 feet after
"'id,
III
Project
Local ion;
Lat / I,ong:
Symbol
~
~
, 1
{~'
---~~
~~~
f~~~~
c.
'>/::{>:0
i.'~:
.."..../.%./;:-,
:~0
;;:::>//:
>/@0~
://~. ~
:" :/: /,0,
----->/ %;~
;.':/./.;W~.'
/::%% .
[',,:,'/~,/'~I/ c/ /.;....'
7/~
:':~g:
..J....%:,
/:-
~
~H
.~ ~
Lf)f; OF BORING
uH1SIIle Vater T ,HlSITlI';SIOn Main Phases 4AA, & 5
C:mpus Ch 'stl j\Ju,~ces (;')Unty ! CXdS
~,~ )9 10 \Vell /2' 2 T
pp
')ample N (bp') tsf)
MATERIAL DESCRIPTION
,
I
D3rk Glays. [an Fat CL,A.Y [FILL] (nlottied) -T
with Cd<dr"ClI nodule', & ,In oXide stal:)s I
Fat eLA Y (mottled) with (CH~
I
(CHi
119
I
I
10 l Y'I
Gray &'JarK
:ror nx',ie sia
l'
r d r~ 8.
iJ',in CLAY (mottled) with
C(l!CJrCr 'liS "l()( Jh:s I
-Wft!' :.
"Llls &
:-:.tc'
.llie stains
With ;Id Sdf\,: -'rises
2'
-12,0
Tan & L fJilt hl..rjd:sh-T:Jil Srit~) Sandy CLAY
nl(Wle<i
l'
Tan", F:!cJcJiSI r dn Silty SAM) (mottled)
SM
ro'L.! )EPTii feef
'lonng WlIS (jn/le(! dry 10 tile If:[ minai/on
feplh GI JunciwJlor was enco)/fIlered at a
Jept/; JI ';) C f('C'! dunng (inll/liq iJnd
amp11n9 (;r:)1.1 'fwa/or riSE? II 100 fuel afL'r
. 0 rnir~ uft.- S
:7 flghi ,")l' ".',j(.
""--'"-"---. _. ..---.---.--.....---..--..-...------......
k"l Kl[lr'JfEI D!lt
Boring
Number
Date: July 21, 2003
Type: 3" Push Tube
8-11
Me -200 LLf" UDW ()u ~
0/0 % (pef) ~ts~
I
I
I I
39
25
103
1 3
23
58
Addendum No.3
Attachment No. 1
Page 22 of 44
RI
Proje('( .
Locat ion:
I.at! l.lIng:
Depth
Fp\;>l
L()C; ()F BORING
Scutnslde \Vater T clnsrnlssion Main Phases 4,4A. & 5
~(!fpUS~hi!stl, NLWCCS C)unty. I CXdS
r~ )9'30 l' VV C)! l' 48 c!'
PP
;tsf!
Symbol Sample t'.. Ibpfl
~~/;~~:;;;./;~.. .
'/////~/.
..,I/.@.%%/;........,
>~~.
:.
.si..~.I........
.,>@i;~...., :
'/.///0
.>.%%
-.4;~~ '
~~~'.'"
;.'
:..:,:,/.'.-.~..,:
'/~~'
."./@;,~
,.';;~~,.
',.,L 7";7 /
,///./,
//-.//,'
//,~/;
'~'//
, /,;;~/ /
I!J/~":~
----:- . //:></
://-.<<> '
'/;/ '
i~~~
.
;..','...I~'..
,..~;~
1"~'~~0
:1'
MA TERIAl DESCRIPTION
~ ,-
Gray (x Tar ~,[!tl Sandy '':;LAY WILL] (mottled)
Wit!, ~al';'j"'oh llOdulec; 8" Irun o>:lde stall1S
2:,
Dark (;ray ,:s, (;rdY Lean CLAY (mottled) with
caicare,)liS 'Iodides S I )11 o>ide stCllns
) ~~\
ct:lIl.jC", I) tan 8, :jlav
Win! gViJ:;ur[ if'POSlts
Tall Cia e1 c;/l,f'>JD with CYPS: rll depOSits &
:al';dIC'" ,s ' 'es
:-i
vVllti rOOf in j,'~)tdlflS
Tan Silt\' ~L_A Y WllIl 'JVpSIJm depo~~Ss .T
130 \7
color chlllge~, Ie light tar & light reddish.tan "
mottled) w!th r(1I1 oXide 'itams & silty sane
,jnseo.
. ,
._.~---+
iCL
! () Ai iEPTfi 1 [) 0 feet
"3ar/ng WciS cjnliecf dry to tile terr7Jlnat/on
iepth GlJundvriater was ,'ncountered at a
feplh of ':1 0 f('cl during cfn/lmg and
,ampilng C;" j(jr)('!water rc'so to 1? 5 feet afler
'0 mmutt S
..qgtv?OC ."ilj,>
, .
-----'--_____.L..
_"'\
k.~ KUINFlI DER
Boring
Number
Date: July 24, 2003
Type: 3" Push Tube
2" 0,0, SPT
8-12
PI
UOW Qu
(pet) (tst)
19
1CJ
41
25
109
2.0
24
4;'>
Addendum No.3
Attadwnent No. 1
Page 23 of 44
10
Pro.je d
Local ion:
Lal / I.llng:
I~()(; OF BORING
30uthslde ''later clnSrTllssion Mam Phases 4,4A, & 5
Curpl,S .~h:stl. NUi'ces Cuunty r eXdS
~.~ ? 7 39'54 G': Vv q? ,1' 33 f:"
Depth
Ff'(~!
..,.---'---;---'-'-----_.~.-
MATERIAL DESCRIPTION
SymbOl Sample iN 'bpn PP
(sf)
:::m~'. r
:;%~!
~.~.~-~....-.j
'% /,
;/./ %....:
V'l//:: .
lt~/i
A'
-:
:~~;
.;.........:.:
~~;
.<~~'
/>~~
;.:i~~~/..'
-~~;j7 7;"
////%-' '.
,,,/,///;:
Z'//
'/~:
'T_;
;<>/~:
,jr~~
IS ..
..~~....
\1'9h :!01 v,
'c,j
- . L~
Silty S~ln(ly CLAY <mottled) I
lCL~
I 1G
I
I
I
T:m 8. (;'Jy l cail CLAY ['= ill.] (tnottlec) with
!fOfiJx:de .,talli'), gYPS.iI)' depositsS.
Cilicare')iJS ri,)(jules
Tan .'\. [>~lrk
I'
5
Tel" 8. L.~df1 CLAY (:l1ottledi with
gypsum (~epo:A';> iCOt >.",de stew'S 8.
caICarf'( >LS 'ceilries
.color ci (;,11(~L~'-J to) tan
Tall 8. l:.jht f~.~ddISh.T,Hl Slity C,ay",! SAND
mottled Nith 'Jypsurn jc~)oslts I SC) ~ Ie
no
fal' and light Rpddish1 ,lIl l i~;lIl CI. A Y
mottled \VI ;,:' lense,;
witn QypSUlll rjf'pOSlts
! r) tli/ !)EPhl Il, 0 fuet
'lonng ,... J:, uulleri dry te tile lermmatiun
iepth Gloundv\/ater was encuuntered al a
lepth of 'O' 0 feDt during cin//ing and
amp/lnq'JI<)ul<c/water 'ose Ie! 11 0 leet after
o mmut,
T
\;'
:CL
k~ l(lU~-JrU DU{
Boring
Number
8-13
Date: July 22, 2003
Type: 3" Push Tube
2" O,D. SPT
i r::2 I ':J.o
L
!
PI
VOW Qu
(pet) (tsf)
LL
-r
I
I
I
19
37
24
112 1.4
Addendum NO.3
Attachment No. 1
Page 24 of 44
10
L()C; OF BORIN(;
Projt'~:t '3Ciuttlslde Vater T'clrlsfllIssion Main Phases 4.4;\, & 5
Loca. ion.: c:> HPLiS Ch Istl, Nueces County. r eXC1S
Lat/Long: \j?7 40'121".l/v~)7 :)1'228"
Depth
Symbol Sample N .bpl) ~~)
Fpet
~
I
~.
I
.._..__.__.~
",(1~ro1
MATERIAL DESCRIPTION
Dark (3 ay ,;;" ray Fat CLAY (mottled l WItT
Jr()n Ji',j,? <taliI'. & silty ScHI(l seams
~-)
-color C'~dngcs '0 gray & del'". CYilY Nlth
calCarCl)IiS 'Ii)(jules
').
coil)' ,;! 'i'Jrlqes If) light qray .>;. cd'] w,th
gYPSJI1' Cepo,,!;
-colv Cldrl'HcS 10 tan & qr av With cilclte
ccyst;]]s
coler 1.1 ;,fji,C, t ) light rcdck;'l ,;,,'1 ? II:Jht
olive
/ :J
WI:h ~,ltl!I;',t;'..
/~
colOl chlllgeOc
;and len',es
reddrsr).t,c;Ci 8. 011'1'; With Silly
CH
Ie CL I ;JEP71i 'Ii () h;e:
i30nng w, IS On/let! dry to the tem7J! ration
fepth Gr JUlidwater was not enccuntered
funng (jr1Ifn(1 dm! sarnp/mc)
k.~ I< I f 1:'- rr! IH;~
Boring
Number
Date: July 22, 2003
Type: 3" Push Tube
2" 00. SPT
B-14
Me
-~J.O I
1 LL
UDW Qu
(pet) (tsf)
"
/,
PI
20
69 44 107 79
29
98 19
Addendum No.3
Attachment No. 1
Page 25 of 44
RI
I.()(; OF BORINf;
Projed Scuthslce "later) r3nSfll!SSlon Malrl Phases 4,41\, & 5
Lo{'al ion: C:c rpLs:hr Istl, Nueccs uunty. Texas
Lat / I.ong: iJ" w'n 4" VJ q7 /1' 8 1"
Depth: , '.1 pp
fee! Symbol S31llpi0 r-, ,bpI; ,Isf)
MATERIAL DESCRIPTION
1~~~~
)~
~.:
'.8%:0:
'//~<% '
~..
;~~
'c:~Wffiffi '
,~;~
- --':;~~~
'/m~:0
m0
~/~'
'/~%
;'/~0
:~
>-:'r~- -.".
:S,//~~.'~,,'.."
;..~~,
"%///
~<~%:>/ ..;
;')"/'%~
_."-j~~;~ "
'/%/,0
:,/'",.~~~,h,h,'.,'.';'
,;~:~,
-
;;'j~m 1
.~/ 1
..
Gray Lean i~1 !\'( with gypsum depOSits !Un
ox.de sLJ'rl' ,J:,;areOdS Iloejules & Silty salld
ler'ses
.celo: ci dnqec, i:l gray & 1<111 imottled)
,.
)-'-
COior ') ~Jrcl'y ',,,,U' cuarse ",md
ierisC's
>' .~
SilT!
colol CI1J:1g'-". dark CJI,;y & tan (mottled I
.vith gyp"lIlll d'~:Juslts
15'
fan Fat t;IAYwlth Iron oXide starns &
lYPSIFTl r,Jepos.t;
I::;
" '
'AI iiEPTH 150 Feet
'3onng IV.!,'; Jnl/eej (fry tu tile lerll1lnatlofl
Jeprh GIJur)(j~l;ater was encountered at a
iepth of ,() () fed during (InNing and
,amplll7Q :')w(,{cfwater ruse to 90 feet after
o mil/ute.'
'II
9 ,.
'(i (
ICH
I
I
I
I
(CL~
!
k~ KlEIi\,HLlHR
Boring
Number
8-15
Date: July 24, 2003
Type: 3" Push Tube
2" 0 D. SPT
Me
-200 i
% LL
PI
UDW Qu
(pef) (1st)
~/~
14
113
20
Addendum NO.3
Attachment No. 1
Page 26 of 44
Ilg~-" 20{ ..; ,j.~ 10-
III
I _()(; 0 F BORIN (;
f)rojed SOUU1Slcie \Vater TransnJlssion Main Phases 4.4r~, & 5
Local iOIl: (~urpus~hl Isti, Nueces County, T eXdS
Lat / long: !~~) +0' 47 7" W 97 )()' 59 3"
Dept ~]
Feel Symbol
C ' . 'b f' PP
.,ample ,,( P I ftsf)
MATERIAL DESCRIPTION
f'~~,
;~.
~'~~,
,~,>.
~~..i
f~.~....:..
/.%%....
. ::0;////
~~~/:
" ///.~/W//0.
---4>:/;/ / //
:'.:.W~~'"
/W/'h'
;/.~'.:
c;~~
':.............
.W~.
:.,m:~.'...
. .' /:;;;;//,
/;%,% .
:~::~
.../.......~~W.
ill ,<<<:% //
~,..;
>>.////
.////
.//// /
..//../
/::./:> :;:.:;'
,,/////.
../////.'
///.'/^
. ::;5;>;>;;'
/~//:>
./L';Z',
Dark Gr ay & ,. ilf1 Lean C U\ 'y (mottieo) Wlti
gYPSUrT' depos'ts, calcareous IlOcJUIE'S, lro'
70 OXidE' sL1;n~ &;,md lens(~s
-col<1" dranCjes tu gray. Ln, & txow'
) ~-,
-colcH clance; tan & ilqtlt qrav
o
')
Tan Cla'yey SAND with IrCJll oXlele stains &
qypslIm JP.poSfh
15
fan F!fle Slit'l S/I.ND
i.,
:0 iAr OEPTH 15 0 feer
'30nng WdS dnl/eel (fry to {tIe terrmnat;on
1epth Gri)undwater was encountereci at a
1epth of "1 5 feet during drilling and
amp/mg Groundwater rose tCi 9 0 feet after
'0 rmnutes
L
"'J
'T;
n
.,
~2
'~
-,~
~},,'fI9rll 20C -(k ;r,>i(j{-r iq
T
11 ;i
"u~
!
I :;0
- ;
,
iSM
k~ l<1.11!'JFtlf)El{
Boring
Number
B-16
Date: July 21, 2003
Type: 3" Push Tube
2" 00 SPT
Me i -200
0, I DI
.'0 ! 10
PI
UDW Qu
(pef) (ts f)
LL
lG
33
18
113
1.8
!
L
I
19
112
10
37
Addendum No.3
Attachment No. 1
Page 27 of 44
III
L()(; OF BORING
Projed. SOuU1SICle \Vater Transmission Malrl F)hases 4,4A. & 5
Location: CClrpus ',~hr!sti, NUE'ces County Texas
I,at II ong: ~J?!' t l' 1 6" \IV q7 . )!T 50 E)"
De[Jth S b" I
Feet' ym 01 ,"<lmp e
Pp
I'Sf)
N (bpi
MATERIAL DESCRIPTION
r~':
."..:~;0.. :.... '
t-;g~ '
II
i.~...._.'....';.
':m:
'~.~/
.">. / ///
.,' 0'
---4;.:.100,W; ~~;'.".
:~/.
;/ /_>
...f.';.~~,.~.~.....
'%~~-/"
./.' ';0:;///,
,':/.(LLL/L-:' :
Dark GI 311", 17..1Y Learl CLAY (mottled) 'A 1,1
ifon ClX!(je st;1:r~:. {~ CaICcH"f;OUS nodilles
75
color ctanc)es t,) gray & tdn vVlth Sdlld ier-.c,es
CO'Gr cr'cH1Cj(' !,) tan w,t!i CJYPSlJi1I clq)()SI"
rem & DclIk !-=>: ay Silty S;Hldy CUl, Y (rnottlwj)
vVlth CJYP'lJl1l cJr-"pOSlts & lion oXlrJp stllns
.,'~)
fal' Silty SAND with gyps!lnl depOSits
___.J.~
.'1
r Tarl SAND wrn;.!!
JJ
~; " 5'
. )Iive & Tan l ea'l CLAY (mottled) Wltr,
I Jypsurn oeposlts, iron oXide slams & sand
j,enses
"
'01..-1 IJEPTff 150Feet
;J)
l' .'11
c
"
.~
,
~
,
T.
2;:"
donng wa s dnlle.j cfry to the termination
'epth Gruunefwater was encountered at a
i .'epth of 9 5 feet ouring dnlling and sampling
r;roundwater ro,p to 75 ft'et after 10
'Inutes
:.~r,:(:qht >1)0' ,.i'lp,
i Y
~CJ
ICL
k~ i\L11''Jr[LDII~
Boring
Number
B-17
Date: July 24, 2003
Type: 3" Push Tube
2" 0.0. SPT
Me
,200
%
UD~ I Qu
(PC~~~sf)
a/a
LL
PI
Hi
113 4:)
1(3
32
19
110 I 17
I
14
6
Addendum No.3
Attachment No. 1
Page 28 of 44
III
L()(; ()F B()RIN(;
Projcl'c '3C!uttlslde Vater T iHlsrnlSSlon Main Phases 4AA., & 5
Location: Corpus (=:h Istl. ~juf'ces County. exClS
tal I Long: r\J )8' 58 f)", Vv ell l' 44 C'
Depth
Ff'et
Symbol
Sample ~j (bpI) PP
Isf)
,~~1
.i
.~;
f~~
---4B :
, ;.i
-
/R~;
,)~;r~W
~+- / 4-
../// '/
k,~,//
;'..~.%//; ;
'~///.'
::;:W~//,"
'~%
-~.~..~.~.....'.:
./~fi>
vl."._
:~.~.~~:.."
::}~~~
15// >>~~'
--f------+
2i I
,yrigr~t 20i K ,"Ipi(k: .n
MA TERIAL DESCRIPTION
Ok C;:I" 8. T i1 Fat Cl/IY [Fll Li (nloWed!
7:
Gray Lean '::1 IIY with Irllr1 oXide stew's &
caicarCrlIJS'10<1:J1es
(C~
7' ,
-colcy C"llnf1C', ;) gray & 1,][1 'Nlth gypsum
depOSit:
()
colo (', "Or:-,'. I ) tan & Idll qrdv
DiJrk Ll 1 S 'i i ' lAY Wltll C1VPSIWI depOSits 1i"
calCite c
with ~~aj :,lft ()!', 1i)(julC'~,
75;
J
fan Sand;
,q
eLA Y WI tli Iron oXide stains
14:] Y
14.:5 r7
lei:
'I" iJEPTif 150 Feel
F30nng WdS Of/flU} efry to Ii Ie tenTlinat:on
iepth Groundwater was encountered at a
feplh of '4 S feel during irilling and
-,amp/lng ,'JIlIl1l;clwater rose to 14.0 teet afte
o mmufi
k.IIfJ K L Ie I ~J f [ t D [ R
Boring
Number
8-18
Date: September 25, 2003
Type: 3" Push Tube
I Me
-200 : .
% ~~~_f'1
, I
"In
I
UDW Qu
(pet) (Isf)
"
'0
102/
22
21
105 14
21
Fl
J. c
,)
22
111 1 J
Addendum No.3
Attachment No. 1
Page 29 of 44
III
L()(; OFB()RIN(;
Project: SO~U1Slce \v'ater T!dn~;rllsslon Main Phases 4 41\, & 5
Loration: Ccrpus :hr:stl, NUEces:ounty Texas
Lat / Long: N ~'1 j8' 53 1". IN 971' 32 3"
Depth,s b I
Feel ym 0
I . I pp
Sample' N (bpf' (tsf)
'~;;:? .
.1
II
51
il
"
.
1(J..,.'.......'...~......:
-v.;
~.
IS 1/
I) S
-L
~u
1:=:;
;j,'cight ;:'00 t; -dl.jdf
MArERIAL DESCRIPTION
Dark GrJY .'; :Hi Lean CLAY [FilL] (mottlccn
with ')hr'lI Ir ,Jcrl" ,nts & riCH' o'.:lde stall1S
!;:",
Brownlsl1G'd' (x Tan. lean dndy CLAY
with she!
j
colol cr 111,"':' ) tan & 'II ,n ,vdr, sane! lellS;:')
T;:m ':[ ;oY with !I(F' oXide stains
color clul1<je: tan & (if aYNfttl UY:'SIJ'Tl
Jeooslts ..... (lie;:, i~OUS 'locule:;
.~
colOr :;1) I'1U'?
tan & IJ! OWl
14 ()
14 ~
y
'.7 I
ct'
'/1 /JEPPI 150 Fec!
joring was c1n/Jeo dry tu tile termrnallon
iepth. GrJumfwater was encountered at a
iepth of 14 5 feet during drilling and
amp/ing. GmlF)rjwater ruse to 14.0 feet afftr
o mllJute s
k~ KLf:II\iFfLDIR
Boring
Number
8-19
Date: September 25, 2003
Type: 3" Push Tube
Me
LL I PI
--~---'----n
I
I
I
[
l
I
01' L I
.200
%
UDW Qu
(pef) (Isf)
~IO
1:)
1 e'
_!
108
H3
31 17
111
13
20
105
Addendum No.3
Attachment No. 1
Page 30 of 44
10
L()(; OF BORIN(;
NI KUINlfLDII;:
Project. ~"O'Jtrl~)I(]e \ ater TrjnSrTllSsion r\klln Phases 4,4/\, & 5
Local lOll: Curpus (~hl stl. Nuc:ce~, County. Texas
Lat / long: ~J? 7 ),8't9 l)" 97 l' 23 7
Depth
Feet ,Symbol Sample N (bpf;
.~r.f%~/%..~..'.....':."
v~~~//. '. '
.+~
v ~/:
,~%i
.:)...
fM;
,// /
v' .
v I.
;;; i/ . ',///_'<'
-;< 0~/;.
~.:.~.~0~,~
'.&;~
....~~/~,.. '/:
:~"'~//:
:; %{
'B:
~..:
JIJ'.~...I
' ~
-
</.-.-.~
.z:_
j' !
J ~
"
.--------r--,._
:(1
'~
I
"~---,~
'.:r'gt'.r ~O( -:J,r'~pldl
Pp
(1st]
MATERIAL DESCRIPTION
D3r~ Cr 1 f ,HI, 1 '.Hl I_edl C:l i\ Y [FIL l i
Gra'y' Le,~'-1 C;r-r,
5
Tari and C:;i;j'y' ;"
;taln
S/\I'JD 'tilth Iror: oXide
'NIt:' ,;al'drl:U, 1'.IOdld,;:,
:,
fail
with (!J' OX,;(je slaws anc
aiCdreOJ':; j\jies
,J :)
df I L:cl! t.'\
5'
fan Srlty3AJH
)7A UEPT/i 15:}Feet
iOT/f)'j was OI///tJeJ clry to trlC tern1lnatlOn
Jepth Groundwater was encountered iJt a
iepth of 72 0 feet eluTIng dn//IIIl] and
.amp/mg, Urc :Jf)7\Vater fcse '0 9 0 feet afte'
. J rTllnule s
9 i)
, )
I.';M/
Boring
Number
8-20
Date: September 30, 2003
Type: 2" 0.0. SPT
Me . -200 I ~
_~G_ ~_G/~_L LL . PI_
, !
I
i
i
22 58
23 44
S'c'
" j ~
T
UOW Qu
(pet) (Is t]
-t--
22 35 ! 20
. .~~
Addendum NO.3
Attachment No. 1
Page 31 of 44
III
1,0(; OF BORINf;
Projet I: So JttNeJe Vi atel T r3n~,mISSlon f'v1alfl Phas(;s 4,4/\, & 5
Location: Corpus Chr stl, Nuece2; l~uunty,T eX;.lS
I.at II ong: N 27 \8' )99" IN 97 45 r
r~~~!,::~- Symbol ~unPle N IbPf)~~~---- ~~~~RIAL DESCRIPTION
r 1/ " Caek C;,:/ ""em Fat FAV [fiLii wIth "ltell
Gri!'; F,j' eu",
'1/
I
:;~~;:>0
>~~
! .t........~.~_~.II..
~ :;~~
Y f/
, r~;;:
~ r/
I (
r-4..~_
, '.
L. ~......../~~{
J ,,//~
f':~'
r;;~
l.....)~
,:;:
,/
Yo
v.;dh)!it. '-)(: ')i ~ f'nses
:ol(ll :hi'11rw:, ".\ ']ray iWI j It (iri1'/ with Iran
Hide Stid"::;
ii; 1'1(j 1(;, 'icJrlcJy ,.: l !~ Y WI!f1 sili
'~vlrh >;;:j fl _i it'"
, , 5
t T;:1'1 ;Hid Cr,), Silty CL j\Y
" 'j 0' yo
f ,c'
, CJ
<ecJdlsh 'illl 3':<1 Tan Fill CU\Y with 119110
-'::idc st(]1 l>i
':;.i
'jlth calcideuu 'udules
P/flght 20(" "-1. i;_!d,-'
1III<,l.fINrEID[i~
Boring
Number-
8-21
Date: October 2, 2003
Type: 3" Push Tube
2" 00, SPT
Me i -200 I UDWJ Qu
% %~-I~I.:.~I _PI' I' (,pcf)_ ~~sf)
" I
, I i
I
3G
59 31
35
28 72
21
Addendum NO.3
Attachment No. 1
Page 32 of 44
III
Projcd
Local ion:
Lat / I,ong:
L()(; OF BORIN(;
)(iuthslde VaterdnSflW;Slon f'v1ain Phases 4,4/\, & 5
C' l;'PUS ;~h stl Nu(cesounty excls
'\j 58 29 9" VI q / 45 T'
Feel
'.'---..------...-----. _._,-,._- ---.-
MA TERIAL DESCRIPTION
. " "pp
Symbo' ""mpll' IJ (hp'l .Isf)
Depth
I
, l:.:.
,
I
--....L....
~o
';:rigt1( "?O(
Rcc~dls: T jn ,jrcJ Tan Fat Cl lAY WltI' ,ran
ClXiC!!,l!f', 'ntinue(!
'lJnqe:l tan di"ir; it t:~ddlst-'I :an
-j(:(;I' it 011\1 ;HH': rc(id:,~~!--tcHI
,CH
T() 4!lEPTfI 400 Feet
.'300n9 was cin/ice! dry 10 Ine teo7Jinalion
Jepth G(.)und~valer was encountereo at a
leplh of '9 0 feci cJuring (jrilting and
. ampi/llq GrouwJwater rose I" 15,0 feet after
o h"':l1
AI KLfl,~FrtD[R
Boring 1
B-2
Number'
Date: October 2, 2003
Type: 3" Push Tube
2" 0.0. SPT
Me
-200
%
VOW Qu
(pet) (tsf)
LLtfL
i
I
I
I
63/40
I
I
I
I
86 1 1
O'
/0
J!
27
99 16
Addendum NO.3
Attachment No. 1
Page 33 of 44
III
IJ()(; OF BORINf;
Projec.'[:'~,o'Jthsl(j~; I,/Jater TransmiSSion Main Phases 4.4i'\.
I.ocat iOIl: CCFPU S l ~hrsti. Nueces l:uunty Texas
I.at / I Oll~: 1'\ L I '$' 8 ~)" I/I.! g 7 )()' 20 c;
Dep,I'
_~lp
I'sf)
Symbol S,Hnpl.. N (bpI:
MATERIAL DESCRIPTION
,- er~i
"~W;;:?:
/ :'l'/?: ,,;::.
.; ;0>,,/'/
.,,%././
~~j~
;.~~
.%%~
/~ /
'7
',"~" 'l' /,:%//;
:/ /'....-:/:/. r
""~:;;:
" "W/;/;,
"~///
" ;;%~~
--"---;/.'%//,. '/
'/0:/;"
:-:::/--0~>0
/////0-
:/'~/:/
,,;~~~~%'
/.c,
-/ .
<;'l'/~:
",/,m:,1:
/~/:-; :
::~ ';;;.
/~?
/%/;:
~/0;':;:;:/
I" /:~<;;-.
- -- W; //
~~;
,.,;:c.~P1
..,.,':'."-;"
,-:@";;0J,
.'..'.~~
II
...~.;W~~
":-
:~;0
./;~~
.,'":~,/,,,.:';,%:i.
/~;/j
,:.'.,../,;,~'~,'~,',~I".;:a
:~f
':m::/
--
Oar!" Gr JI
'Tier "(
~alldy ( AY fFIU wltl1 ';1>,11
Gray all:! O,lre .' iray LeiHl (;1 A Y vVilt'i 1I0r'
OXide st; llf)S
, :)
1 ;.,:1 lit '1 Cl .'\/ With gyo~c,um deposils
CDlol dLlrlge~. '0 tan aile it ljrily \VI:'l IrOil
lXlcle Stc:!flS ;J!'(j calcareous J1l)riulc',
an Sarli!\ SI!t, ('LAY
5'
an S/\N
,:0
5
an and l t F~(,ddlSh-Tarl Silty CiClyey SAND
2. '"___ __._ ,._ __'___
[,qgh ?O(. ,.(
14 ri Y 20
14 ') 'J
,;M\
k.q KLEINfELDI!!.
Boring B-22
Numher
&5 Date: October 3, 2003
Type: 3" Push Tube
2" 0.0. SPT
Me -200 I I UOW Qu
. I I
.. 0/0 I Ll: i .E'I (pet) (tsf) I
u-r
2C
110 10
1 S}
35
24
114
.:L J
107 OA
22
Addendum No. 3
Attachment No. 1
Page 34 of 44
30
AI
Projed.
Locat iOIl:
I,at / long:
Depth
feel
';cut'i
r ~us
I J :
IJ)(; OF B()RIN(;
:8 "\later 11cHbP1 ssion Main Phases 4.4i\.
'hr !S!I. ~'.uE'ces uunty exas
i8' 185" v; 97 !)er 20 r,.'
I
"p
Sarnple '" ibufl ,'sf)
\ ;;'cdrlISh-T;'jf'
Symbol
i !
(;~;~';~. '
;;~~~..
-_'S.);...... :.
;W)~;
,"m<~
/X//////.
'W~
{...~
,~
:~.
,,,I
J..:-
.....{i
MA fERIAL DESCRIPTION
T;~J:1 )fi('
Clayey S-ANO '/
I
I
(C~MI
"<I'y c"" ;<" CI ^ Y w'th "'cO 1
B :J
j (J:l (lrjC
OX!( j t~: ::-.; r ~,r'l
j:
Tarl a~1(~ L t ;-\! :~riish--T--l,'i :'If (:L,AY './.I~t Ir,~)ll
, sL i-l~,
',:
,,~----_.,
COlD! Cl11Q'< olive & ',lI! >; hecomes
L .c;licf'i'flS', If~d
,CH
l/riqt'! }Ol
.__...~.._-,-~._-.
TO Li JEPTH 40UFeef
IV h Uniit'lI (iry /0 Tile tcrmmailon
leptl) G{~U!i(iI,Jter was ,}ncoun!ered al a
Jept!1 of .1:; feel dunnq :inlling and
arnplJl)i] Gr')1 ,r '1water m s'e lu 14 0 fpI:! after
o fnlfJUfl"
Ik.~ K 11- I !\; FE L D f R
Boring
Number
&5
Date: October 3, 2003
Type: 3" Push Tube
2" 0 D. SPT
, Me
I 0/0
-200
UDW I Qu
PI (per) J~~<;f)
0/0
:,7
18
58
Addendum NO.3
Attachment No. 1
Page 35 of 44
8-22
~
~
--...,.
I
AI
Il)(; OF B()RIN(;
Projed: Southslcje \/iater Tunsf1llssion Main ~Jhases 4,4A, & 5
LocatIOn: Corpus (,hrsti, Nueces (~ounty, Texas
I,at I on~: N~' /' ~8' 0 0" \H 97 :)i)' 5 1"
Depth pp
Fr>e! Symbol S:lmple N (bpI) {1st)
MATERIAL DESCRIPTION
GrdV an j Tiw ';,11'1 SA~~[) with clay
with srlO,I, I;Y'"'Jt surtal:c
]
Y 19
_/~~J
-.:...; );,;X:; :
//0";;
:",~,/~ ~
b
Tar ,md Redck,tTan
')xlde SI"',lS
4 ',-' 18
,S~jj
,;ycy SAND Nlth !Inn !
-.
fClr' ,:~nd C;rdY ~:i\NO \^/ltt'l slit
SC1
?~h~
,~~
/~{//
//B
:/~~%;~O
"/ :/,
111 ,./~///"
--~" .../.W;//
I
iI
I-.,.>D
:; ~SPl
ral ;JfHl ~'e,'r1"r Tall ~;;lf'd/ /L il,Y
f~
t C;rec:r i:.;h- (;,-;~ anc1 r :H: Lf~:Ht C~LAl \Vitl.
.arld f';:'",es
,~olor dldllgf'S L) tan Witt: Iror' OXide stains
md sllte'lses
,~~-+
,CL
':)!AL LlEPTH 15 () Feet
'3orir)(] was (inllea dry to the terrmnatlOn
leplh Gruunr]wdler was encounlerecf at a
iepth of 4 () feel (Juring dolling and sampling
;round'l/dI9r rese to J 0 feet [dler 10
'!inutec;
,'1.1
"ghl'OO
N~J ~,11INrEIDfH
Boring
Number
Date: September 30, 2003
B-23
Type: 2" 0,0, SPT
Me
I
-200 I .. I
%~+_!'I.
UDW Qu
'Pi'''"
0;0
107
22
,-
:J
?3
2"
,)
12
Addendum NO.3
Attachment No. 1
Page 36 of 44
10
Projecl
Local ion:
Lat I -lIng:
r[;~;)l.h
Fpp.
Syrnbu I
",ample
~
",
lO
I _.
I
!
) '
L()(; OF BORIN(;
s< 'utrSlde Vater frJrlSWISSlon MaIn Phases 4 4A., & 5
)rpliS Ch Istl, ~'JlJ';ces (;lunty Tex:Js
\1)7 591' \\C,( 1~-l'44/"
I~ (Opi) PP
1st)
MATERIAL DESCRIPTION
f' .]',j Cd, ~;dt)1 Sf\ND
I>J':)f
:() tan
II
y
'r:1II /::'Ye', Sf\i'JD with : 011 oXlcje st<lIns
tSf:'i
I
T;],-)
j S
C;rdY SII', Si\r~I'
, (
iSM
-..-....->------.-..------ ~._.~._-~-_.,_.
(Ji,l, DEPTh 15 0 Feet
2fi
.!';';:
. "'ngr ' '-J
Bonne; ,',3<'; ,-fnlle;f dry to the terrmnatfon
feptlJ C;';lUllov,ater was encountered at a
"fepth:;/? 5 leet ejuring dnlling and sampli[H)
::;rc'ur,(j.\ Cite' 'h'> to 3 0 feet i3fter 10
TII II uti'
k.~ K i [ I N f[ IfH l~
Boring
Number
Date: October 1, 2003
8-24
Type: 2" 0.0. SPT
Me ' -200
01", I "
/0 + 10
I
UDW 11 Qu
p, (pdJ-,',n
LL
22 G
20
~~ :~
2
, I
Addendum No.3
Attachment No. 1
Page 37 of 44
RI
Projed
Local iOIL
Lal / I ,illig:
Dep!'l
Fee'
Symbo,
-_.._-~
L~
L(lf; OF BORING
";CuH1Slde Vater 'an'.;rm.;sion Main Phases 4,4.1'\, & 5
C()rpus~hstl NlJ(~ces C Junty, T eXdS
N?' ~7'+9 4": W 91 19' 24 B"
Sample N (bptl PP
!sf!
'tq~ dU'
,
,
...1.....-.. ____.______..__ ___.
'-
MA TERrAL DESCRIPTION
Grd'
-):l' SAND
~)
T:1fl e'l"? SAN
'sp
! (I r ":1 DEPTH 150 Feet
BaTing was c1r Ii/eef cfry 10 tile termrnal/of)
lepth Graur!(lwater was encc:untered at a
lepth at j 0 fo(:,1 during drilling and sampling
;roundvnler ;" 10 2 " feet after 10
!1Inul" s
k.~ KL!:iNFI.! DII:
Boring
Number
Date: September 29, 2003
B-25
Type: 2" ODe SPT
-200
%
I UDW Qu
PI I (pef) (Isf)
---+-----
4
23 3
I
Addendum NO.3
Attachment No. 1
38 of 44
HI
Pn>,jcd
Locat io II.
Lat II.ong:
L()(~ OF BORIN(;
'~CUI'1";1( e \jalEc,f i I ansr'WiSlon Main PhdS8S 4,4;.\, & 5
':( rpLS ~hr sll. NUEce~ ,ounty r exas
I J ," ~7'l1 'vV S1/ F)' 5 sr'
Depth Pp
Feet SymbOl Sample N (bpI! Isf)
~-. L .
I'
,'Ii
;:,-lgI11 . '" l,j,
I;
:1
MATERIAL DESCRIPTION
Gr d" arc T,r SL\ND wI'll shel! [F ILL 1
T;:1 n ~~)\: J
y
T d["1 rid
lyey SI! T
T ClI lif> j (;r. 'J\~,J D
COiO' C '1-1 r ~(l (? <. . ( \ ra n ;~ .'-ld C.lf"(] '."
colof C~-l lflqt?; tdn
'il! fJEPTH 150 Feet
'lOI/lJl] "'idS :illl/l'U dry to the terlnlnatlOn
!epth G/Jundwater was encountered at a
lepthJf. 5 10"/ dunng dnlling and sampllnCJ
fnd die! n)1 :/')! liter 10 minutes
Me
"
,.
I
(~j 26 4
I
I
i
(Mq
SP
I
I
I
I
19
NIKLLINffl DII(
Boring
Number
8-26
Date: September 2!j, 2003
Type: 2" 00. SPT
19 5
I
i
I
I
I
I
I
L
Addendum NO.3
Attachment No. 1
Page 39 of 44
r[~:;)th
~.. f' f't
i
RI
L()(; OF BORING
Projl'd. 3cutflsltle '.Vater Ti ansrn!,;Slon 1\:1a1f1 Phases 4
Local ion' 'd:( lrpus ,~h! ist!. Nueces C1lunty, T E,xas
Lat / Long: ;~.)' 37' 32 C", I;V 97 18' 48 ()"
SymbOl Sample ~,(bpt)
')
T ~
I
I
1
:0
pp
tsf)
MATERIAL DESCRIPTION
Tar '3nd O;lrk Cray Flrll' SAND With slit
-COier cunq( to tan ane 11 reddlsil,tan
COlD! LJnq(~) tall
; 5'
T ;lC Sll'i SI\N II
-colc)r ci'clrHJc,> to tan dl1(llt feddlst' yello\'.
5'
Tar'rallc'llt CJ
SANO
,1,
col( Jf cJ -3nqp) tu Uln
1~
COI()r
{' I it ~Ird\
colol Cndn~je:'( tan 3[1(j ,t qcay
-~~~--~,-
,
.::.'..f
i['yflght 20i
:elli" 'I
TOTA! DEPTH 1') () Feet
f30nng ,vas (im/OIf dry to tlw temJlflatlOn
fepth GfOuflcJwater was t:?ncountered at a
Jepth 01 J 5 Ie!?! dUring cin/ling and sampfmq
. ;roundwater {J 'ji: to 3 () feet nfter 1 ()
ninutes
i
_u_~ ______._____
Lfl hLll.'-JfllDER
Boring
Number
B-27
AA, & 5 Date: September 30, 2003
Type: 2" 00, SPT
Me -200 UDW Qu
" % (pet) (Isf)
" II PI
-!
~122
(SF' ~
I
I 1B
{sry~J
16
f3
(SP
Addendum No.3
Attachment No.1
Page 40 of 44
III
L()(; OF BORIN(;
Project: Suuthsli:e Vater T I ,mSnlISSIOn Main Phases 4 4A, & 5
Location: (~crpLS :hrlstl, NUt'Ct?S Dunty Tex;ls
Laf! long: N ;'. ;7' ,)0 8", VI q7 1R' 26
Depth: Symbol
rcp!
, ,i pp
~;,Hnple N (bpI>, I!sf)
:11
I ~,
211
r"irlgh' 20i K "-I(j,
~
"
.--+---..,-
MATERIAL DESCRIPTION
-.
T2 Fir'" SiVJI) with SDrj'(, rlav
w'lh sere",!'
cola' e'l n(w~
tan and ;t qrecnlstl-gray
TOT/II OEPTi-l 1 0 Fee!
f30nng Wd:; Olllled dry to tile termination
fepth G!Ju[icNvater was encountereci at a
fepth of J 0 lel?l during dnl/ing and sampilm}
'Jrol1ncfwlte! ! .1';-! to 3 5 feet after 10
nrnut,:s
'f
SP
k.~ K L f i ~" f [ l D l:: I~
Boring
Number
B-28
Date: September 30, 2003
Type: 2" 0 D, SPT
Me
-200 I UDW Qu
% J.:l:_t-r>I- (pef) (tsf)
I
'f,
12 5
20
2',
,+
Addendum NO.3
Attachment No. 1
Page 41 of 44
III
Projed
Local iOIl.
Lat / I,ong:
L()(; OF B()RIN(;
':)Cu!tlSlde Vater -; dn ~r"lssion ~1ClIIl Ph;lses 44A.. & 5
C( lrpus (~h Istl, NUf'(;e~; unty f E~XdS
r~ ~ T 1 2 ()", VV CJ 7 1 El' 8 Cj"
r;):~:rl'
rpo:;1
I
Symboi Sample N (bpI)
" ~
__!J!...
i"i
'/0j;zr '
,>~~<;:; ?y: ~ "'" /
"'>/7h//'/. /;. L)
V/g~'" "
;5~/ - -.-.... -~_.--r"
--~~
)iJ',nghi 2c.
pp
tst)
MA TERrAL DESCRIPTION
Oell ~ c;
f;Jn F"If' SAi'-JD
J ~'
Tan ane! C~rc(' " sh-GI'av
SAND
01 OEP7H 7;JOh'el
Bonn~J \V]) lin'/u;j dry t,) Ow tClnllnatlon
.iepth GTulicJwaler was encountered at cl
:ieptll 0' -4 0 feet ;luTlng drilling and samp/m{)
3round,\ ,,:ter to 3 5 f,?et after 1 ()
"ninu!e,5:
:SPl
SC
"f
k.~ h l f i '"J F F I D ! R
Boring
Number
Date: October 1, 2003
B-29
Type: 2" 00, SPT
Me I -200
OiQ i Q/o
LL
21
4
16
Addendum NO.3
Attachment No. 1
Page 42 of 44
III
Projecl
Location:
Lat 1,lIng:
I ,()(; OF BORINC;
S()U'[iSlie VCttt, T 'W~, ilSSlon Main Ph(]~;es 4"lA, & 5
C)rpus Crlstl. i~u;C:tS :':iJunty Tf?:X::<1S
\j ,'7 3 7 3 1;\; " 5 1
Depttl ! S b I . S' I PP
Feet . yrn () i . amp e "(tJpf)tsfi
P--Z~"~~' f
V/'// J
~j
.it
_....r
I...
~ ~II.~~/...r.
If
f~;\.
;~:;8~ '
. 0>:;/'
:;~~/
,II [~~////
-----..~/ //
(;a;';~ .
;~.'/'.'
(~iifj
~~~:
/ /://> ,
'.~/@'$.}.'"..
~ffi':
15~;______
~~!-
~>
;y
n
, <
pvrrgt,r 2!l' ~. -...del;_"
MA TERrAL DESCRIPTION
C;r;;'/
lIt
j if'\! SAND
.1 ~J
rJ,3lk
l'l
Sandv ('[ /l.,'" 'N'tn ',;In(j
le:-~:~)~';
('.
Dra> c:'-ic1 Lif
1,-1)1,;,
Di:'k, (;"1', ';
;Iaye,/sr.ND
Cl) ,)r
(em dfid it lid'! wit' shei's
J ~ 11
J :,
Greerlis'IC;r d
ind Tail Silty etA Y
'1 f)EPTH '" 0 F'eel
Sonng \\;)s ,in/Ie"j dry tu the "'fIlI/ndtlOn
jepr/] Groundwdter was encountcrec1 at a
jeptfJ of 4 0 feel during cinlling and sCJmplinq
i?roundvva/er f /0 3 q feel '/f!er 1 ()
ninutl},'
lS9
y
I
I
(Sd
I
I 31
CL
k~ KlUNHII)[E.
Boring
Number
B-30
Date: October 1, 2003
Type: 2" 0.0, SPT
Me
i 0/0
20
25
I i
i I
I !
i I
I
! I
I
25
19
32 18
Addendum No.3
Attachment No. 1
Page 43 of 44
k.-.=J KLEINFfLDER
\PPLlC:\TION FOR AlTHORIZATION TO USE
",utih d,' l\1alJ1 IranSIllISS!O!1 LlIle
'!lases 4, 4a, and"
I I JrpllS ('hflSIL rcxas
('I' ot ('H!,US t hi!'!l Project NIl x:l9(). 842" and 8391
<cport ollgmall\ prepared lor: City of Corpus Christi
Flie Numhcr 26927/CCH4001
Report Date: January 7, 2004
Kleinfelder
'>002 Ambassador Ro\\
C'orpus Chnstt, Texas -'''14 (,
'61.85447'4 (voIce)
~6L854H,'4 (fa\)
i'o Whom II Ma\ Concnn
\pphcan! understands and aglles thet: the cll,o\ " refcrellu:d report ftH the subject site IS a copynghted document,
Ihat Klelllfelder, inc is the .op,Tlght O\\lTr dt1-) that unauthorl/cd use or copYing of the report for the subject site is
,tnetly proJllhltcd A IthdLlI th, expl:" Wi! tk:] penms,.;tOll of K krnfcldcl Inc. Applicant understands that
KleinfeJdt'L Inc may \\lthho], sllch P,'llllh,llIlI ,It Its..;olc discretIon, or gIant permission upon sllch terms and
'HldltlOl1, d. It deems ,Il' "Tlah
By signing tJeloVl, the Relying Parties agree to the same terms and conditions as KJeinfelder's original client,
including any limitations of liability or indemnity obligations. The original services agreement may be
obtained from the original client identified ahoH or from Kleinfelder. upon request.
To be Completed by Applicant
By
(Print Name)
(company name)
(address)
(Signature)
Title:
(cirl', state ZZP!
Date:
C~ (teleeh~')!}. ~~"
(FAX;
To be Completed by KIeinfelder, Inc.
____Approved for reUSe with applicant aglt':cmg to above terms and concurrence by
original chent Additional fees are estimated at $,
____DIsapproved, report nerds to be updated
By.
Date:
Klemfelder, Inc
.-
RETURN COMPlETED FORM TO KLEINFELDER
Addendum No, 3
Attachment No. 1
Page 44 of 44
")927/CCi 14ROO I
tl1....ngh! 2(); ~_ "', k!rll '-d~
~i0992/CCH4R054
'opyright ;004 Kleinfece
...q KLEINFElDLR
APPENDIX
Addendum No.3
Attachment No. 2
Page 1 of 9
December 8,2004
L____
k~ KlEINFELDER
\)'
~-
i~
~"
~'
,(;
-'
'" "011"
) &c '. "co'I)
":)Ito> L \c.
-if.!
~r
"0. 6'u. . ..
~...rl '
~I9L,.'
,1" . <7
,%
c:
~
'0
*"
.<.;
3:-0
Q
~
.(2)
e
(2)~
(!j:
o
.~
.(;
cQ-
~
,10
-'1Q'6;
"'/Q,(,
'1(;11:
'>~~:.:::
!il
>
ro
Z
c
o
U
(ij
s:
<P
0-
-S
Q.'b
,,0
!1i
g-
et
~
U'i
o
q:
~
~~
~
Q--
I
/
., /.9
:s:-
,:tfj
~I;:'
~0. ...;9
~/.n . /~
<:T -I1?O~o
7",
"'I.
o
S0/&
-/I"~
cr.,y
C
d
L
c
o If)
If) c5
CLlf) OJ X
.5 E:: +" QJ
:-;-= lfl =s I~
C 0
->-., d ~
.U ~ OJ
- - L 0:-'::
c ,--
-
- -
,,) ~ In
> OJ
+-> OJ
GJ d If)
+> :3 d
-~
(/) OJCl.
<:)
--
If)
-C
+->
=s
0
(/)
+-> ~--~
_~ OJ
c+>
-.C d
U _J
Q
If)
::3
Q.
C
o
U
Addendum No. 3
Attachment No. 2
Page 2 of9
..
i
-
f
J
j
J
J
~
t
t
.~
~
J
I
;;Q
~
~
iZ<'
~I $.~.
cn-
....:l~
p.,U
uO
....:l
k;CO
t, .-::.
-
E-<
.Q
~
).
~
~
~
~
..........'''~
-l
I
>~"
C
d
L
C
o
C -In 1fI
d d
cL - lJ) ClJ X
E -P ClJ
lJ)::::51-
CeO
:1 _0 d ~.~rl
+.> ~ Qj -P l..u
~ f- 0::' 1fI
U -- CJ
~ .'
O~Lnl~
I -.J CLi ( ,)
'--J ~~
+> ClJ C1
:1 en d Ln 1fI
_~:3 d ::::5
s.. l Q
C) CLi u. ~
~O 0
lJ) U
-.C
+>
::::5
o
C/)
Addendum No 3
Attachment Nu 2 I
Page 3 of 9---1
F10ring
No.
k.~ KUINFELDER
Souths ide Water Transmission Main
Phase 5 Reroute
Corpus Christi, Texas
Summary of Laboratory Tests Results
Sample
Depth (ft)
MC
-200 0 pH SBR Chloride Sulfate Sulfide
'% ohm-em mg/kg mg/kg mg/kg
~._._._.._-~- --_._~~-~
l
14 <10 <50
745 1CJ16
2
0
8 13 262
")
47C 36 70
o
31
3 ' )
:l ') [) . .1
()' l')' ~. ,
c - 10 ",'
1, "i' - 15 0 ~ )
32 5 " 3 i I'
4" ; )
t; 7 ' '
9 '0-'
j3
'; -) (
d :)' _ i) ('
828
2'78
f ~' :~ i. '
'- q ('
90
107
60
- '5 lJ'
./'1
~H)
Addendum No. 3
Attachment NO.2
Page 4 of 9
',,1', :noisturc~o"tent (-,200 peru'ilt passlrlq #200 ';i8ve, SBR Soil Box Resistivity
PLATE 3
TTF17T
'---"~-7:r ~7?l
:E--
r--....
~.
iiE~-
k--
k----
I
~-_.
I'
[<--
r=-
i<(-.. -
Tff.ftT
f~-
K::"'_"
I
L.._~__,___
,
i--. '
. I
"
.\j: 'f'" r
f .
:.,
I I
1
J
-~
j
.J
I
i
i
I
i
.;
,
J
i
j
J
-1
I
rerd 1 h
.____ n~ ///=///
!--1
I
.L
ure, psf
,1 ' Cjht ()f [x;CcJV,:ltl(Y. ft.
Apparent Earth Pressure
Southside Water Transmission Main
Phase 5 Reroute
Corpus Christi, Texas
PLATE 4
k.~ KLEINFELDER
Addendum NO.3
Attachment No. 2
Page 50f9
"'<.ifh
kq KLEINFElDER
EXPLANATION OF SYMBOLS AND TERMS
USED ON LOGS OF BORING
rn) S3fT" e r" ! bp' i (~~,
LL
.1~ T t:~! DE S<_:~.~IPT!( ''J
Me
UDW Qu
(psf) (tsf)
.200
%
";
/0
F'I
Un,j,sturllpd [H, sl; lube sdll1plF
P':ket Penlromet." I esl
-i ,
s 1
35
I
i
10
',ee symbols he lOW
disturlJeC samr,J..
Spiit Spoon sample and Standard
Pe1etralion 1 est Blo;\l Count
'f water surface
TYPICAL SOIL SYMBOLS
-
~J
[IIIllll]]
-~~]
['~-3
L"ar Clay (C L i
LJ
C~]
L.J
~~_:~"i~
--.. -.
t__~~-
Well-Graded Gravel ',GW)
Poorly-Graded Sand (SP)
Fit .iayICf~)
Well-Graded Sand (SW)
Si' (\11 )
Poorly-Graded Gravel (GP)
E,astic Silt (MH
Silly ';aml (SM)
~j'%;!:J~~
'~'-";"':/'J'r;:.
'. r~'"\,/"_ -, >~
p8
1~~.J
Silty Gravel (GM)
Clayey Gravel (GC)
Clay"V Sand (SC
C;1!r...dreous
SOIL STRUCTURE
N Btows per toot
Si:ckensided
F issdred
L Y1H1ated
Inlerbedded
Relative Density of Cohesion less Soils
.ontarning calcium I arbonate
Relative Density
he presence of planes of weakness
Ldvrng a slick and gli)ssy appearanu'
Very Loose
0-4
4 - 10
1 0 - 30
30 - 50
loose
8reaks along definitf; planes of fracture
",,'Ih little resistance With fracturing
Medium Dense
I\:ternating thin Idyer', or lenses of
v drying mater!al ur color
Dense
Very Dense
Over 50
Alternating layers of'arylng material
Relative Consistency of Cohesive Soils
Descriptive Term
Uncon. Compr. Test (tst)
Very Soft
Soft
Less than 0.25
0.25 - 0.50
0.50 - 1.00
1.00 - 200
2.00 - 4.00
Medium Stiff
Addendum NO.3
Attachment No.2
Page 6 of9
Stiff
'very Stiff
Hard
More than 4.00
Tt of BOring 3epr-escntatiol' UF" ';ur:<urface rnatenafs ~-it It!,;: specific [)(JrIOQ ioeatlon IIV1thm the death explore:J The transition betv..-'een strata may be
,narena.. type a';') -:ie; Ihs bet~~eer co,.-,: c; be exf.-Y' led_ v'Vaterre.'e' (}b3;.~f"/GJf,':)ns represent those conditions at the time of
tne 5tC
ano mel
:'-./tfh flfT.? an:
III
Proju.'t
Loca r 10 [J
(;PS ( 'ponl
l('i')!n
Syrnb,'
'~dmpll,' N (t)pf)
L()(~ ()F BORIN(;
~)l ,j't SI je Vate! T ,ms "1:3Slon
) r p \ j:-:- 1.,; r j s tIT e ): d S
) 1 l' "Ni9' H'4' Ii
r.1alf Phase 5 Rt~route
k.~ KlEINFIIDEI<
Boring
;'I;umber
BJ1
DP
:tsf!
MATERIAL DESCRIPTION
Date: November 9, 2004
Type: 2" 00 SPT
PI
UOW
(pel)
Ll'" F.' ,. c.;A~Jr
LL
;>1 3
yl
~
~,...- U
24 · I
I I
1-1
21 I-I
i -J
I !
I
/4 22 2
--~
cole: ChiH'qC" tJ tan ,'j. iCJht qreerllstl'gray
NI[il Silt
-'yrHJ..,1 (': If
r DEP If, 1 0 Feet
Bonng VI/JS dclvanced Jr.v to the terrmnatlor
depth Crounclwater was encountered dunng
dnllmg and sampling at a depth of 3 0 feet
Water level VdS at a denth of 25 feAt after 21
'Ie if' 5
23
6
SP
Addendum No.3
Attachment No. 2
Page 7 of 9
III KlEI",ffLf)[I{
RI
L()(; OF BORINf;
~ ~ .
fkring
!' ,qnher
B 32
Projt:d
Location
GPS I 'nord
)c urt'slile Valel T imSI1'J';Slon
Jlf'ijS ,:h Istl fe>as
'~~t ~ '5il 'IN /Sl ~-1 HI2 (3 '\/'J
M;:lIfl Phase S Peroule
Date: Novr:::'lber 9,2004
Type: 2" C D SPT
"0
"
/0
"I,
UOW Qu
(P~f)j (tsf)
I
Syrnb,
amp!I' ~-~ t.l)')
,'P
l';t;
MA TERJAL DESCRIPTION
Me
~200
ITS. 'i I lie; S/\N['
( J cd 111::1,"', ru tar:
22
'f
2] 5
~
21
n
2
., ' '., DEP7 Ii
1:,0' el-'t
,
I
I
I
(SP~
I
i
i
BOrin] VI as JU, anced dry to the termrnatror
depth Crounclwater was encountered dUfll'g
dol/mCj arid samplmg at a depth of 4 0 feet
Water level wa', at a depth of 3 0 feet after 22
nour'
Addendum No.3
Attachment No. 2
Page 8 of9
'I)
,;Jyr"Jhl
.;!)({
10
Pr'oJl" -{
LOfJtlO1l
(;PS ( oord
r' d!_'" Symbol
L()(; ()F B()RIN( ~
,;,~ litrh I Je)ater ! ZHl ~r"I",Slon Main Ph15t~ 5 F-<'" iJute
.llrr>.iS :t, 'stl T exdS
" - )14 'NiY7 :3' \V
Pp
Isf)
~),Hnplp N' hpI)
Browr I !1i- (/IhJD Wltll ,~i3"
~-
~
~
~:'I~:
}I/:~:
'/ ,1/ .
.///,
///-
/<>,
~*<~j
.' /~>//
.. / / ///~
1..:/ ////.
/'~//1
':;/:1:~i
". :<<;~.'
<:--://0
////)
.' / -- ~
,",'~;-j>~<'~
/:;:: .~
< ///-//1
'X //~
'.';;/--:
/ ;;;-;.~
"/~.i'/~
/.f........~.~;:...Z.:./
./:(@-
.:/;~~
.....~.../.%~
j';~~/
!
-----L-
.Jh'
MATERIAL DESCRIPTION
L3r',~r:'c..... brD\~..-,;': 8. ~d
':.1 :2n~_;t~-~ i
.fCVl c)x:(~(, :;'dr'
OIONr. \jI-'enlc,~ Fax;:' I~,.
ra":, ",.''!'I :;raV Ciliey S,c.,NU
~3 r ',; ~
i tan ,,\In
-):X,i,jt-.;tc-lir
CUiCH ctLVlq~~"-, tan & iiUilt qray
i)
"arl g Light (~r->;lllsh.G"af')
.anrJ 8, 9 .ps! If' if' POSits
Cl t Nlth
CL~
I
lEPTii 7"-. ree'
'10rl'79 Wo" cLi, ,,(Iced dry in tIle terrTlilJdtlOI
lepth Gr}UIi'jwdter was encountered dun(lcj
inlllng anj sdmplmg at a dept/7 of 6 5 feet
Vater lev~:! ltCt J' a deoth of 5 0 feet after ?O
ours
k~ KLEINFFLDER
Boring
"\Iumher
Datt': November 9. 2004
BJ3
I'ype: 2" 0 0 SPT
Me -200 I rw Qu
" % I PI . (pef) (tsf)
LL '
- -+
I
13 12
23
;; 1
? 1
H
L I I
28
i
I
90 i ,
. I
H
I i
i
I
I
I
I
I
Addendum No, 3
Attachment No, 2
Page 9 of 9
1 '
Ub c:54PMj
Page I! 1
Jl I\'
.~ Cily of
.. Q>ipus
~ = Chnsti
I ADDENDUM NO.2 f
~~
January 24, 2006
TO: ALL PROSPECTIVE BIDDERS
SUBJECT: SOUTHStDE WATER TRANSMISSION MAIN PHASE 5
PROJECT NO. 8391
Prospective bidders are hereby notified of the following modifications to the contract
documents, These modifications shall become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
I. PART A - SPECIAL PROVISIONS PARAGRAPH A-i. TIME AND PLACE OF
RECEMNG PROPOSALS I PRE-BID MEETING AND NOTICE TO BIDDERS
BID DATE CI1ANGE
Prospective Bkiders are hereby advised that the scheduled Bid Opening
date has been postponed one week. fi:Qm January 25, 2006 at 2:00 p.m.,
to W8dnasdav. Februarv 1. 2006.12:00 D.m.
Location and Time of Bidding shall remain unchanged.
NOTE: Addendum No. 3 will follow shortly to provide additional clarifications
and Geotechnical Reports.
Please acknowledge receIpt of this addendum in the appropriate place in your REVISED
PROPOSAL FORM.
END OF ADDENDUM #2
I
ARE/co
Ellgirtteting ServIce:;
POBox 9277 · Corpus Christi. Texas 78469-9277 · (361) RS(),3500
~~
ADDENDUM NO. 2
Page 1 ofl
il elt 8:06PM;
Page 1 '42
~ ILe
FAX TRANSMISSION
Department of Engineering Services
M~jor Projects Division
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469-9277
Phone: 880-3527
Fax: 880-3501
To:
ALL PLAN HOLDERS
Date: January 20, 2006
r
'. .. J/I'-P /) 'ag~: 42 (including cover sheet)
FrOIO: Angel R. Escobar, P.E. '^ ~,t-/
Director of Engineering Se
Subject: Sou.thside Water Transmission Main Phase 5
Project No. 8391
Addendum No.1
Comments; This fax transmission contains the signed. sealed addendwn from Urban
Engineering, Inc.
The addendum modifies the Special Provisions, Standard Specifications, Tecl:urical
Specifications, Appendix C, Drawings, Agreement, provides a REVISED Proposal
Form. and provides clarifications.
Prospeetive bidders ace bereby notified of the foUowing modifications to the (ootract
dOCUDleBts. These modlficatioDs sball become a part of the contract documents. All
provisions of the eontcact documents not speclfJeally affected by the Addenda shaD
remain uB~banged.
>j" ~ d
~~~< 06 8:06PM;
Page 2/42
, City of
Qtpus
_ = Chnsti
~~
l ADDENDUM NO. 1
January 19, 2006
TO: AlL PROSPECTIVE BIDDERS
SUBJECT: Souths.. Water TraMmiuion Main Pha.e 5
Project No. 8391
Prospective bidders are hereby notltled of the following modifications to the contrad
document8, These ITlO<Ific8tions shal become a part of the contrac:t doCuments. The
provisions of the contract documents not speclflcally affected by the Addendum will I'8main
unchanged.
I. PART A - SPECIAL~SIONS
A. A-4I1E~ OF AlJN!O
see Page 4 of 32, Item 8
DELETE
8. Provide all equipment and labor nec:essary to install
42" diameter water main by standard marine
construction techniques under the Cayo del Oso from
Station 75+38 to station 100+15 89 shown on the
plans.
a. Provide all equipment and labor ......IJ to
instill 42" dlemeter WIIter main by standllrd
marine construction techniques under the c.yo
de. OSO from smtfon 75+38 to Station 101+40 as
shown on the p.M.
ADO:
See Page 5 of 32, Item 8
ADD: New Item s. Dew....na _ ...ded to kMD the excavation drY
.. aDDI'OWld IN .. En,..l- 8r............ Include an
~ " grov.... . cIN founcl.tton for the DfODOlld
fm~"'" iIlcludina .....inG a~ I~"ina
the aeotlextIle .... CIU...... ......
Adclendum No, 1
Page 1 of 13
Engllleering Services
POBox n77 · Corpu:s Chri:>ti, TeKas 78469-9277 · (361) ~80-350i)
~
-!S
':Jr' ,rj L.
~"C~ 06 8:06PM;
Page 3/4~'
B. A-6 TIME Qf COMPLETION/LIQUIDATED DAMAGES
See page 7 of 32
1 DELETE: The working time for completion of the entire Project will be
220 Calendar Days.
ADb: The working tIme for c;ompletion of the entire project will
be 300 Calendar Days.
2. DELETE:
Phase I - Station 0+09 to Station 106+80 75 Calendar Days
Ph.-se II - Station 106+80 to Station 212+63 75 Calendar Days
Ph_se 111- Station 212+63 to Station 295+73 60 Calendar Days
Phase IV ~ Contract Closure 10 Calendar Days
ADD: The Droie<:~ has ~n ~ivlded Into Dhases, The
Contractor Is reauJred to comDtete each Dhaae before
DroceedIna to any other gh.... No anv one time. exc:,m
as noted above. tIMt contractor will not be allowed to
start Of work colJcurrentIY In more th~ two Dhases.
TIme duration for construcUon Is allocated for each
Dhase. and If the WOf'tlln that Dhase Is ~ comD'. as
shown below. liauldat8d dam..s will be iISH&.ed for
each day the work i. del~~
PhUe I - StatIon 0+09 to Station 106+80
Ph.5e II. Station 106+80 to Station 212+83
Ph..III- Station 212+63 to Station 295+73
Ph.. IV - ContrBc:t Closure
1U Ca'endar Days
75 Calendar Days
60 Calendar Days
10 Calendar Days
n of
UE
8 n om I n within the
== T~:'. and UE. ::ation of casing Dloe bY borIna.
h tes na and disinfection.
3. DEkETE: This project is essentially a construction contract for a period
of 220 Calendar Days, as detaHed above in these contrad
documents. Damages for exceeding the total time allotted
shall be independent of damages assessed for each phase,
as described above.
ADO: This project is "Mntlafly a construction contract for a
period of ~ Calendar Days, as detailed above in these
contract documents. Damages for exceeding the total
time aUotted shall be Independent of damages auessed
for each phase, a. described above.
Addendum No. 1
Page 2 of 13
!l!r 'rJ .~. .
a0_~ 06 8:06PM;
Page 4/4;~
C. A-i8 SCHEbulE AND SEQUENCE OF CONSTRUCTION
See page 11 of 32
1 DelETE:
Phase I - Station 0+09 to Station 106+80 75 Calendar Days
Phase" - Station 106+80 to Station 212+63 75 Calendar Days
Ph,se 111- Station 212+63 to Station 295+73 60 Calendar Days
Phase IV - Contract Closure 10 Calendar Days
ADO; The orolect has been divided Into phases. The
Contractor Is 'laulred to c::omDlete each Dhase before
proceedlna to any other Dhas.. AI. any one timB. exeeDt
18 noted above. the Contractor will not ~ allowed to
start or work concurrentlY fn more thfll two ~s.s.
TIme duration for construction is aU~ for each
Dhase. and If the ~ork In that Qhase Is not como"i. as
shown below. Ikwklated damaaes will be assessed for
each day the work Is delaved.
Phase I - Station 0+09 to Station 108+80
Ph..n. Station 108+80 to stBtIon 212+63
Phase III - station 212+63 to Station 295+73
Phase IV - Contract Closure
.1H Catendar Days
75 Calendar Days
80 Calendar Days
10 Calendar Days
Do A-51 HAL TIM
INF RElAT 0
ACQUISITION IY THE CITY
See page 27 of 32
1 DELETE: As noted in Section A-6, the working time for completion of
the project shall be in mCalendar Days.
ADO: As noted In Section A-6. the working time for comptetlon
of the project shall be in 300 Calendar Days.
II. PART S - STAHDARA-8PeCIFICATIONS:
A. SeCnOH ~20 WELDING
DELETE:
Section 05020 in its entirety.
Addendum No. 1
Page 3 of 13
)1 h',~~
d " ()(j 8: 06PM;
Page 5/4~)
III. PART T . TECHNICAL SPECIF.CATlO~
A. SECTION 02317 EXCAVATION AND BACKFILL FOR UTILITIES
See page 9, Item 3.05 Excavation, J.
DELETE.
ADD:
J. Coordinate excavation within 15 feet of pipeline with
company's representative. Support pipeline with methods
agreed to by pipeline company's representative. Use small,
rubber-tired excavator, such as backhoe. to do expJoratory
excavation Bucket that is used to dig in close proximity to
pipelines shall not have teeth or shall have guard installed
over teeth to approximate bucket without teeth. Excavate by
hand within 1 foot of Pipeline Company's pipeline until
pipelines have been uncovered and fully exposed. Do not
place large excavation and hauNng equipment directly over
pipelines unless approved by Pipeline Company's
representative.
J. CoordJnata excavation within 15 feet of pipeline with
company's representative. Perform exc:avatJJm within 15
'.t of ~Iine In Dl'8Hnce of DIDeUne comoanv*s
r~dlatlve. Support pipeline with methods agreed to
by pfpellne company's representative. Use small. rubber.
tired excavator, such as backhoe, to do exploratory
excavation. Bucket that is used to dig in close proximity
to pipelines shall not have teeth or shan have guard
installed over teeth to approximate bucket without teeth.
Excavate by hand within 1 foot of PlpeHne Company's
pipeline. Do not 11M laraer excavation ~ufpment than
norrgaltv used to dIG tren~ In vicinity of DiDellne until
pipelines have been uncovered and fuUy exposed. Do not
place large excavation and hauling equipment directly
over pipelines unless approved by Pipeline Companyts
representative.
Addendum No. 1
Page 4 of 13
B.
SECTION 02501 DUCTILE .RON PIPE AND FITTINGS
See page 7, item 303 RESTRAINED PIPE REQUIREMENTS
1 DELETE: (Table)
r From
I
r Station
~
Station I
0+09 2+60
39+50 41+50
i 52+00 55+45
I 57+50 61 +00
71+~ 107+31
i 111+77 115+09
117+00 121+00
158+50 160+50
198+00 200+00
211+50 213+76
219+00 221+50
237+17 239+53
269+98 274+13
276+83 280+49
I 288+37 295+73
't 8 U7PMj
Page 6/42
ADD: (Table)
, From To
StatIon Station
I
~0+09 2+60
I 39+50 41"'50
52+00 55+4S
57+50 61+00
l1.:!:I2 l.t!:H
101+40 107+31
111+77 115+09
117+00 121+00
158+50 160+50
198+00 200+00
211+50 213+78
219+00 221+50
237+17 23&+53
269+98 274+13
276+83 280+49
288+37 29$+73
-..--
Addendum No. 1
Page 5 of 13
Arl1A' ;i',
Db 8:07PM;
Page 7/42
,= ,'"
2. DSlETE: Note ABOVE TABLE SHOWS LOCATIONS ONLY WHERE
CALCULATED RESTRAINT> 20'
ADD: Note:.ll ABOVE TABLE SHOWS LOCATIONS ONLY
WHERE CALCULATED RESTRAINT> 20'
2J FROM STATION 75+38 TO STATION 101+40 IS
WELDED STEEL PIPE.
C. SECTION 02511 WATER LINES
See page 10, Item 3.06 Joints and Jointing, C. 3.
DELETE: 3.
ADD:
Joints: AWWA C 206. Full-fillet, single lap-welded slip~
type either inside or outside, or double butt-welded type;
use automatic or hand welders; completely penetrate
deposited metal with base metal; use filler metal
compatible with base metal; keep InsIde of fittings and
joints free from globules of weld metal which would
restrict flow or become loose. Do not use mitered joints.
For interior welded joJnts, complete backfiUing before
welding. For exterior field-welded joints, provide
eighteen (18) inches working room under and beside
pipe Use exterior welds for 30-inch and smaller.
3.
AWNA C 206. Full-fillet, slngl. lap-wefded slip-type
either Inside or outside, or doubl. butt...,ded type;
use hand welders; completely penetrate deposited
metal with base metal; use finer metal compatible
with base metal; keep inside of fittings and joints
free from globules of weld metal which would
restrict flow or become loose. Do not use mttered
Joints. For Interior welded joints, complete
backfilling before welding. For exterior fletd-welded
joints, provide eighteen (18) Inches working room
under and beside pipe. Use exterior welds for 30-
inch and small.r.
Addendum No. 1
Page 6 of 13
-1:
Ji) 8.07PM;
Page 8/42
o SECTION 2813 BAR WRAPPED STEEL CYLINDER PI~
See page 17. Item 3.06 RESTRAINED PIPE REQUIREMENTS
DELETE: (Table)
-~~i~n- St;~~~
i
~09 1+98
I 39+50 41+50
I
I 52+00 55+40
i 57+50 61+00
I
I
I 74+18 106+00
~ 111+90 114+98
i
I 121+00
117+00
I 158+50 160+20
198+00 200+00
I
211+57 213+69
I 219+00 221+50
237+29 239+41
269+94 274+17
276+95 280+43
293+10 295+73
_._--_._-~
ADO: (Table)
From To
Station Station
0+09 1+98
39+50 41+50
I 52+00 55+40
I
57+50 61+00
74+1! 75+~8
101+40 108+00
111+90 114+98
117+00 121+00
158+50 160+20
188+00 20G-tOO
211+57 213+89
I 219+00 221+50
237+29 239+41
r 2....94 274+17
276+85
293+10
280+43
295+73
Addendum No. 1
Page 7 of 13
::~
tH-i ~,j
a1~~ 06 8:07PM;
Page 9/4~'
2 DElETE: Note: ABOVE TABLE SHOWS LOCATIONS ONLY WHERE
CALCULATED RESTRAINT> 20'
ADD: Note: 11 ABOVE TABLE SHOWS LOCATIONS ONLY
WHERE CALCULATED RESTRAINT> 20'
2) FROM ST~TI()N 75+38 TO STAnON 101+40 Jl
WELDED STEEL PIPE.
E. NEW SeCTION .20 WELDING:
ADD: N.., Technical SDeclflcatlon ~n 05020 1$ Der Attachment No.1
III. APPENDIX C
DELETE: Entire 5*81 Provisions and Contractor Obliaations Reoort
ADD: REVlSEQI ~aI Provisions and ~ntractor ObliGations ~,~rtn as Der
Attachmtnt No.2.
IV. DRAWINGS:
A.. SHEET 4 OF 41~i \'M.!iR MAIN PLAN & PROFILE BASELINE STA. 1+74 THRU
11 +50 (PLAN AND PROFILE)
1. DELETE: M Release Valve at Station 1 +88.
2. ADD: IV. St.lon 8+75:
"Underaround seconda.:y c,"" crotising"
B. SHEET 5 OF "1~ WATER MAIN PLAN & PROFILE BAlELlNE STA. 11+50 THRU
23+50 (PLAN VI W)
1. ADD:
IV. Station 12+60:
"Underaround Drimarv cable crossina"
2. ADD:
At Station 12+60:
"UnderGroUnd secondary cable croqino"
3. ADD:
At Station 14+12:
"Underaround secondary YI!I! crossing"
C. SHEET 8 OF 41i:tTER MAIN PLAN & PROFILE ~UNE STA. 23+50 IHRU
M:!:.& (PLAN VI
1. ADD:
At Statton 25+08:
"Undelllt"~nd HCOndarv cable crosslna"
2. ADO:
At. station 26+93:
"Overhead line crossing"
Addendum No. 1
Page 8 of 13
d
~.~t1 .lt1U~.:
elil ~, 06 8:07PM;
Page 10/42
O. SHEET 7 OF 41~ WATER MAIN PLAN & PROFILE BASELINE STA. 35+50 THRU
47+50 (PlAN AND PROFILE VIEW)
1, Delete:
Air Release Valve at Station 41+50.
E. SHEET 08 OF 41.'fATER MAIN PLAN AND PROFILE BASELINE STA. 47+50 THRU
59+50 (PlAN VIEW)
1 NOTES:
ADD: New Note:
6. No construction actMtv allow~ ~..n malion 57+30 Ind
60+30.
2. DELETE Between Station 57+30 to Station 59+50 195 LF
ADD: Between Statton 57+30 to Station 59+50 2m LF
F. SHEET 10 OF 41.WATERMAlN PLAN AND PROfiLE BASELINE STA. 71+50 THRU
83+50 (PROFILE VIEW)
BUTT WELDED STEEL PIPE, PER TECH. SPEC.
02518 (WT. O. 70") COATED W/POL YURETHANE PER
TECH. SPEC. 02527.
WELDED STEEL PIPE. PER TECH. SPEC. 02518 (WT.
0.70.' COATED W/POLYURETHANE PER TECH.
SPEC. 02527.
G. SHEET 11 Of 41. W~tER MAIN PLAN AND PROFILE BASELINE STA. 83+50 THRU
I.t!:H (PROFILi VIEW)
DELETE:
Note:
ADO:
Note:
1. DELETE: Note:
ADD:
Note:
CONTRACTOR TO RESTORE CHANNEL BOTTOM
TO EXISTING CONDITION
i.BETWEEN STATION 10+00 TO STATION 90+00.
THE CONTRACTOR SHALL EXCAV"TE IY OPEN
CUT METt1~DS TO TI;IE. DEPTH SHOWN ON THE
PU\NS.. ~CE T!fE "PE IN THE ~c;AYATED
TRE~CH 9N UND~"ED SOl~ BACKFILL
WITHIN srrv ~TE{UAL (18" ~OVE THE
EXlS11NG 0RAQEl. C~PACT TW; BACKFILL TO
ELIMINATE V9ID~ SURROUNDING THE PlPE.
AND SU8SEQyEtm"( REfrORE. THE. <;HANNEL
JOTTOM 10. THE ORiGINAl CONOITION AND
CRQSS ~ION. P6RGE$ SHALL BE
DePLOYED FOR WORK WITHIN 'tHE WATER
COURSE TO AVOID UNNECESSARY
DISTURBANCE OF THE AQUAnC SITE.
Addendum No. 1
Page 9 of 13
2. DELETE Note:
ADO:
Note:
'1'< H1
1 I (~It 8; 08PM;
Page 11/42
2. The Contractor sball ,ubmit the mODOsed
construction methods at a minimum ~ 30 daYS
prior to beGlnnina excavation In the identified
area. follow the sD8clal construction notes
shown on this drawing and the reauJrements of
the USACE permit in ADDendix B of the
S~lfications.
BUTT WELDED STEEL PIPE, PER TECH. SPEC.
02518 (WT. O.70") COATED W/POL YURETHANE PER
TECH. SPEC. 02527.
WELDED STEEL PIPE. PER TECH. SPEC. 02S18 (WT.
0.70") COATED WIPOl YURETHANE PER TECH.
SPEC. 02527.
H. S.-r 12 OF 4~. WATER MAIN PLAN AND PROFI~E BASELtNE STA. 95+50 THRU
107+50 (PROfit! VIEW)
Station 100+15
End Cayo Del 050 L.S. Item
Begin Water Main Unit Price
station 101+40
End Cayo DetOso L.S. Item
Begin Water Matn Unit Price
I. S~ ~ OF 411. WATER MAIN PLAN & PROFILE BASELINE (IA. 191+50 THRU
203+50 (PLAN AND PROFILE VIEW)
1. DELETE ~ Note:
ADO: Note:
2. DELETE: Note:
ADD:
Note:
BUTT WELDED STEEL PIPE, PER TECH. SPEC.
02518 (WT. 0.70~) COATED W/POlYURETHANE PER
TECH. SPEC. 02527,
WELDED STEEL PIPE, PER TECH. SPEC. 02518 (WT.
0.70") COATED WIPOlYURETHANE PER TECH.
SPEC. 02527.
DELETE:
Air Release Va~ at Station 197+00.
J. SHEET 22 OF ,,_ ,,~TER MAtN PlAN & PROFILE gASEUNE STA. 212+63 THRU
224+50 (PLAN \flEW)
1. AOD:
At Station 220+75:
'"Underaround secondary cable crosslna"
2. ADD:
At StatIon 224+12:
"'Underaround secondary cable croasina"
Addendum No. 1
Page 10 of 13
,"iSt-
'1
8h(ljfj1;J ,
a -23 06 8:08PM;
Page 12/42
K. SHEET 28 OF 'i. WA~R MAIN PLAN & PROFILE BASELINE STA. 279+36.30
TH~U 2~1 +50 (PlAN VIEW)
ADD:
At. the following stations: 281+80, 283+20. 285+33, 287+40,
288+78 and 290+90
"Overhead line crossing"
L SHEET 29 OF 4'. WATER MAIN PLAN & PROFILE BASELINE STA. 291+50 THRU
29,...73 (PLAN VIEW)
ADD:
At the following stations: 292+30 and 293+68
"Overhead line crossing"
M. SHEET 30 OF 4~.MSCellANEOUS DETAIL!'
DELETE:
Current CONTACT LIST FOR EXISTING UTILITY CROSSINGS in
its entirety
::-:: ~=CT LIST F9R EXISTING UTILI!! CROSSINGS as
__c _Mo.;.
N. SH~~ 34 OF 41. . RELEASE VALVES AND DETAILS
ADD:
Note 2. PROVIDE STEPS ONLY IF NECESSARY TO MEET OSHA
REQUIREMENTS. FOR MANHOLES DEEPER THAN 20
FEET, SAFETY CLtMBING RAIL MUST BE PROVIDED
(SAF- T -CLIMB OR APPROVED EQUAL).
ADD: Note 2. PROVIDE STEPS AS SHOWN IN DETAIL C..a4-34 TO
MEET OSHA REQUIReMENTS. FOR MANHOLES
DEEPER THAN 20 FEET, SAFETY CLIMBING RAIL
MUST BE PROVIDeD (SAF.T -CLIMB OR APPROVED
eQUAL).
DELETE:
O. SHEET 35 OF 4~. BAR WRAPPED STEEL CYUNDER PIPE DETAI~S
1. See Detail C-35-35
DELETE: NOTE:
Backer rod as reQuired
ADD:
NOTE:
Backer rod as required for external we'stino. rod size
and matfUi@l shan *"' cornaatlble with the steel of the
~er D'O.. as recommended bY- the Dioe
mlnufad~rar.
. Addendum No. 1
Page 11 of 13
HH: ~j.i >
, " ']6 8: 08PM;
Page 13/42
2 See Detail 0-35-35
ADD:
NlO~:
Weld sl.t.e shall match thickness of butt straD an~
carrier DrDe as recommended bv the Di;;;
manufacture!:
P. SHEET 36 OF 41~ STEEL PIPE QETAlLS
1. See Detan 0-36-36
DELETE: NOTE:
1/4" X 2" BACKING STRAP
ADD:
NOTE:
1/4" X 2" BACKING STRAP ONLY REQUIRED AI
CLOSURE PIECES.
ADD:
NOTE:
Weld size _hat! miltch thlckn.,s of butt strm and
carrier DiDe IS recommended by the DIDO
manufac:turer.
Q. SHEET 31 OF 41. CATHODIC PROTECTION DETAILS FOR TUNNEL OR CASI;Q
CROSSING
DELETE:
ADD:
Cyrrent Corrosion Control Test Stations in their entirety.
~sed Corrosion Control Test Stations IlIr Attachment No. >4~:~:'
VI. AGREEMENT
A
DELETE:
The Contractor will commence work within ten (10) calendar days
from date they receive written work order and will complete same
within ~ Calendar Days for the entire project:
ADD: The Contractor will commence work within ten (10) calendar
days from date they receive written work order and will
complete same within 122 Catendar Days for the entire project:
B.
DELETE:
Phase I - S~tion 0+09 to Station 106+80
Phase 1\ - Station 106+80 to Station 212+63
Phase 11I- station 212+63 to Station 295+73
Phase IV -- Contract Closure
75 Calendar Days
75 Calendar Days
60 Calendar Days
10 Calendar Days
ADD:
Phase I - station 0+09 to Station 108+80
PhllH II - ~ 108+80 to Station 212+63
Phase '11- station 212+83 to Station 29~73
Phase IV - Oontract Closure
155 Calendar Days
75 Calendar Days
60 Calendar DaY5
10 Calendar Days
T", followl. .\5. shall not be a~ bv the DI1asJna: ~I~na 0( TCE
::'~~~i:Di:'~:~-:O==':;;~:n~~~~~
in.ud'atIon Of ftiMlina DtDe by borlna. hYdrostatic te~a:anddl.lnfectlon.
dendum No.1
Page 12 of 13
'J~ H
il; 06 8:08PM;
Page 14/42
VII. fROPOSAL
The propoaal rom. .... been I'IMHd by amending IIema as described therein. A
com.... new Pro,... form Is attached .. AttIchment No. 5 The attIched REVISED
Proposal Fo"" s~1I be used for the bid submittal.
DELETE: Current frqposaI Form in its entiretv.
ADD: RevJaed PNDoaaI Fonn II Der Attacllmen.f~.1 2.
VUI. CLARIFICATIONS
1 The Contrabtor wiU be allowed to clear the TCE and UE, wrvey th.e waterline
alignment, Tee', and UE, ooncIuct the pre-expIoratory excavations, offload pipe
and store lfwlthin the deeignated TeE's or UE along the plpeJine alignment, install
calng ~ ~ boring and complete the hydrOstatic testing and disinfection
independenl of the phasing. All work must be cornpfeted within .aoo cafender
days.
2 Per the Contr8ct Documents. the 66" casing P'Pe is to be bored at onJy one
locatiOn. Station 57+30 to Station 80+30. as shown on Sheet 8 of 41. ThIs wortc.ls
located in Phase I. The Contractor wII be aNowed to mobfflze the boring
Contractor to complete this work independent of the phase in which he is eurrenUy
constructing; the pipeline. Aft work must be compieted wfthin ~ calendar days.
P....e acknowledge r8lCeipt of this Addendum at the appropriate place In your REVISED
P,roposal Form.
HMo OF AQDENDUM "p. 1
ATTACHMENTS:
~~)_'tl
?."....... ...lb. \~,~
J*.. ~ "*~
1...:.,,,......'1.............f.......Jl!
P J.~.~~.~~~~m:.}
Mark Maroney, .~. ..10 l
'''~4..~ ....
~ l:t,"{({~(&~~I., (Cb
Attachment 1: Technical Specification SECTION 05020
Attachment 2: REVISED~Spedal Provisions and Contractor Obligations Report
Attachment 3: REVISED:ContBct List for Existing Utility Crossings
Attachment 4: REVtSEO'Corroslon ControJ Test Stations Table
AlKhment 5: REVISEDPTOpOHI Form
I ~~1~ 1
;:.
-1>' 111
~n L~ 06 8:09PM;
Page 15/42
-.....~_f
SECTION 05020
Wp.lding
1 . ___~~SCRIPTIaN
Th.!.>> specihcation, in conjunct~on with the other 5~cifications listed in
Section 2 below, shall govern for all welding required to complete the project.
in the event of a c~nflict between this specification and other specifications
listed he~ein, the .04e stringent requirements ~hall qovern.
2.
RELATED SPtCIFlCATION~
(1) 02340
(2) 02342
(3) 02511
(4) 02~8
(5) 02613
3.
Boring and Ca~~ng Roadway~ and Ra~lroad9
Open Cutting and Cas~ng
Water Llnes
Steel PIpe and fittings for Large I'liamet@r Waterlinea
Bar-Wrapped Steel Cylinder Fipe
WELDERS CERTIFICATIONS FOR ALL. WATER DEPARTMENT PROJECTS
(1) All welders shall have to pass a (6Gl-welding test prior to wo~king on
City water pipeline projects.
(2) The Water QA department will not accept previou$ certifications from the
entities or companies.
(3) All welders snall be te~t~d in a recognized testing lab acceptable to the
Water QA department.
(4) AI] welders ~hall be tested and Bhall qualify fOJ all positions and
material thickness requjred for the project.
(5) Welders with current credentials filed with the Water department will not
have to retest. (Current certifications expire if not working on "ater
department projects for more than 6 moa.).
(6) The Water department shall not cover welder testing cost~, pass or fail.
(7) Watoj!~ QA inspe~tor5 shall witness all welding tests. The attending QA
inspector ca.n reject any phase of the welder's test.
(8) All tack-welde~s shall be certified according to positions and material
thickness r@quire..nts fo~ the proje~t.
(9) Scheduling of wtlder's t@sts will require a 24-hour notice to the Water QA
inspectors for witnessing.
(10) All weldin.; test coupons will be kept per Water QA along with a copy of
the welding certLfications.
(11) Other t8StS may be required to qualify welders for welding on Water
c1epartrtlent projects other than pipelines.
05020
Rev 01/J9/06
Page 1 of4
ADDENDUM NO.1
AttaeluMDt No. ]
Pqe' 014
t':c ~
Y:i B : 09Prvl j
Page 16/42
1. WELDING PROCEDURE SP~CIFICATION (WPS) FARAMETERS
1 All Water department proJelcts aha j 1 be welded using F3 and F4 class
..lectrodes
(2: All Wate;r department project5 shaL. be welded using 1/8" and/or 5/32"
electrodes.
f 3) All Water department pro)@cts using F4 class electrod""$ shall us~ the
v@rtical uphill welding direction of travel.
(4) All Water department projects using F3 class @lectrodes shall use ~ertic~l
~phill or downhill direction of travel accordinq to KPS submittals and
approval of Water QA department.
(5) All Water department proj@cts shall follow manufacturers recommended
amperage rangts for electrode type and size.
5. MINI~FIELD WELOING REQUIREMENTS
(1) All welders a.Le required to !'lave a rod oven in working condition for
storage of low-hydrogen electrodes.
(2) All el$ctrode~ of the low-hydrogen type ~hall have Ii ~ximum field life of
96 hours. Thi5 allows two bakes after opening new cans.
(3) All electrodes rejected by the Wa.....r QA inspectOJ:'$ will not .be used on the
project.
(4) All weldin9 ~chlnea will pull sufficient amperage tor the electrode size
and type with a minimulll 30% amperage loss.
(5) Welding clearance shall be a minimum of law for full circumference.
(6) All wel.ding sites or bell holes shall be tree from water <tnd safely
accessible to welding inspectors.
(7) All OSHA shoeing & safety rules will apply for QA inspectors access.
(8) Welding shall not be aJlowed in rainy conditions du@ to safety and weld
:ntegrity.
(9l All weld lOCations shall be wiee buffed Or ground before welding.
(10) All specifications will mention Standards and codes for fi~ld welds.
(11) All WPB submittals for field welds shall include detailed schematic of
welding procesSes.
(12) All WPS Submittal$ for field weIde shall be approv8d by AlE before :;Iendi.ng
to Kater QA for review.
(13) FIeld documentation shall consist of digital photography, camcorder-VHS
and daily inspection records by Water QA inspectors. No exceptions.
(14) All welding details and schematics for ea.ch welded component shall be
submitted to the Water QlI. inspectors prior to project startup.
(15) Any changes tofleld welding prOCedUr8$ will require a new wPS and a PQR
fr~ the manuf.ctur@r of the welded product/AWS 01.1.
(16) Contractore 5h.-11 provide the project inspector with 24 hrs. notice on
startup and 9h~down of welding proceBB6B.
05020
Rev 01/19/06
Page 2 of 4
ADDENDlIM NO.1
AtbdI...t No. J
hie 2 014
:..~
:c 8: 09PM;
Page 17/42
6. _________ WELD INSPECnON MINIMAL REQUlREM1!:NTS
il) ~8rtified Weldinq Inspector (CWIl certification 9hall be required of Bub-
~nntraeted weld in~pectors.
(2) Oaily calibration of equipment shall be required fOL MT, UT inspectors as
required by AWS D1.1. to b€ witnessed per Water QA.
(3l Level II certifications shall be required for MT, DPT, RT and UT
inspectors as per AWS Dl.~.
(4) SuO-contracted. UT inspectors shall be required to submit sch4!!.ll\aties
showing location of anomalies on rejected components according to AWS
Jl.l., paragraph 6.27.8.1_
(5) Sub-contracted aNI inspectors shall keep a daily record of welders and
their weld location~ as per AWS D1.1.
(6) Sub-contracted inspectors shall follow all of thei~ company safety rules
and wear safety equipment while workinq on Water d8pa~tment projectB.
(7) NDE inspection GQnlpanies will furnish inspection procedures according to
AWS 6.27.1.
(8) All weld ins~~tionB and w@ld repairs will be conducted usinq designated
standard$ as per AWWA, and AHS D1.1 welding code. City Engineers will
determine the13e
(9) Protocol for inspections shall be as follows:
a> ContractQr will call sub-contracted ln$pactor for weld inspection
with a m!nimum of 24 hours notice.
b Sub-contracted in~pactor (CHI) will perform weld inspection.
c Contract~u will leave one wel.der on weld site being inspected 'to
make repaira.
d) CWI will re-inspect for fOllow-up and acceptance.
ei CWI will approve or reject welds and document data.
f: CNI will relay results to AlE or engineering proJect inspector and
to Water QA.
9 OW! will work directly UfiQer Water QA and A/E.
hi Hater QA or Project Inmpe<':tor will approve time sheets for sub-
contracted inspectors daily.
i; Water QA concerns will be directed to Engineering Project Inspector
or AlE representative.
Water QA Shall notlfy City ~ngineer if concerns are not addr@ssed by
AlE.
k Water QA w~ll follow Water Superintendent's directives only.
1 All das~q~ Changes and devia~ions from our 3pecification~ ~i~l haye
to be mad. and approY~d by the City Engineering department. Changes
will inclbde but not be lind ted to: de~Ji9n, size, proceduree,
ma~erials and processes.
05020
Re.... ()l/19106
Page 3 of 4
ADDCNDUM NO. )
AttHII..t No. 1
~Jol4
.p a
"H1Hn2 ;
al ~l 06 8:09PM;
Page 18/42
m) CW! will I'lotlfy WOlter QA whenev6r leaving the JObBit8,
Sub-contracted welding inspection company w~ll have a CWI on the
joosite during all welding processes and stages of welding, unl@$~
other arrangements are approved by the Water QA.
~) Contractor shall not lnterfere with inspections, disre$pect or make
any demtnds of dny CHI or QA inspector, All concerns shall be
directed to the assigned project inspector.
p)
Contractor slIal... provide
calling for inspections
regullitions) .
safe access to all
(accoro~ng to OSHA
inspector/'! ,before
safety rules' and
0.1)
Contractor llhall coordinate welding inspection with water QA
Inspector in order to get the maximum number of welds tested during
d typical callout. The welding inspection companies typically
require a lO-hour minimum callout and will not be scneduled by the
City until there are enough welds to make it economical to inspect
(i 8. The City will not schedule inspection for 1 or 2 weld$ per
day) .
7,
HEA.SU~NT AND PAYMENT
Unless indicated otherwise in the Proposal, all work and materials required f~r
providing welding shall not be measured for pay but will be considered subsidiary
to other work.
05020
Rev 01/19106
Page 4 of4
ADDlNDUM NO..
A~eat )1(0.1
PIlce .. 014
. ., j Sc
':Hi' 1':l '2;
:1n-;":,06 8:10PM; Page 19/42
flr:~i-T!;~%~I;' u
!
--t-
I-
0::
o
0.
W
ax
!
~
m
o
0::
e
J.....J
...0
u
i
c(
!
II)
~
ar:: ...
~ J
i
f I
~ !
~ ~ ~ ~ e ~
t= P I: P I; I:
:1 ~I .ei ,.~ .Q~ ,~ $~
'i.9 is IS IS IS I~
1) i) 11 11 11 J!
jf if if if if fil
,I jl .1 .1 .1 J
...: C'oI .r r.l ..___ ~_ p N ~ N ~ N
11 J J J J
1
J
:
~'I; I i
I i
J
... I <t
~ !
c
!:i I ~' I
H,II jll
3D. Ii >-Ra
... n
~! ~I
II. 1J.
t
N ~_
J! j J ~J
J J -Ii
'II' !JI~
I~J! I;IJ
C) on
il I'
I ~ i j i
e ~ I ill
I ! Ij ~Ij
UI ~iJ Ii!
Ii: j-/ii ij
'I-
iI
'PC'll
iU
~
,;
.fi~
..1
J
Jj
~f
h
"';N
I}
I
I
j
J !
~!ii
ill!
IA
~,
itj ~,"j? 3, ('6 B: 1 OPM; Page 20/42
rT --T---r
/.,1;: It if fi
f ~..~
r
""
---r-"'
I
...~ ~f
i8 s..
-.- ...---
If
- ..
,... ..
:s 1 1; 'I
'i i 'i i
wI ~l t J :1 t J
~ ~ ~H'f ~h J f
~ "
II 0- Ifl I fit I
,: 'J
'~I ,~ '~I. J f !f. J j
s~1 a~ s~ ~ I J S ~ ~ ~ R
1&, is Ij RSjw , ! SB, 'J
11 ~I Ij ~ 1 ~ 1) ~ 1 ~
~~ 1 " , J 1 " J I
~ff ~f ~f ~fr' ~fr 6
lu IJ IJ ilii,iJi Ilii,iJi
l ,fl~ z fl~
~,..-., ""N "';C"Ii ....: '.t .. t6 ...:~. .,;. 1ft
..
J )1 ! i J
I j
! i
J i
i
,
i
1:1 II
I I ~ II) ... ...
j : '. - ~ to ~l ~ l
.: ".\ f ... ~ 9
IjJ ~ JJ : J , : I
!JiU
!JfU .U~ !jfl _~fl~
f~Jii Jil! JSI' &:ii" JI iJi
;; . ~ ii
.... It) It) If,I 1ft
J III AI J il
G. G.
+-....
i:l~
III
dt
!il] 1>1 c
~n ~ 06 8:10PM; Page 2' 142
~'r---- --'
-
,-
I
..1" '......,"... f ~ I' ~,
i.1 -J. ~~
~ - I - ~
i
--t-~ _~_u_..
!
w
~
, I:
I
:.," ..
. :;1
~I
II
":N
H
.. -
~
'J
f~ if II
jl
J II
i ,... j
I jj 0
I ~jIUI! w w .
I:lflifj I: Ii I:
ilifl~fiJf i! i: il
.IJ II) 11 il II
"ffflif jt if jf~f
,'illli!! " ,I ]
~N~ ~~. ~N ~N ~N
1
1
:t
! I I
j I I
I
I ,
;z ""
.
I
I
!
I Ii: ~
I. .d I'I
11= ,~lli 'il"i
I I hI. uiu
Ih ';! Ii
..~
II
lJ -
f j
f ,
el I
'.1.1 ~
~, I
~I .
JlrEl .Ii
{.II I .1
JJ)"JJ
~IJfJ
iun
~~..; flit
!
f
j
I
m . ~ .
! j ~ 9 l
jJI ~ IiI j8~1
.111 JIll II!II i~11
Ill. il!i ~Elii .S!i
... ... ....
NLIl ..,111 ..J
:;;1 iiil :;;i
..
IftW
in!
ll.
-IN
ii~
IIi
...
> ~ t'\ ' '\!-~ ;' _; c' .
Ii, Ob 8: 1 aPM; Page 22/42
r---,.. __'~I "--~,
I ,'-- I-
I
,. ~~ . ~~ H H
I
---..--.. -t-.
i
i I J
J If I i
.' ' . ~ I 'i I I , ~
',,'IJ 1..2 'I
} ~i ,f!', ~
:1 a~~ ...... B~
lJlj '111i .-
i ;JJf5fJIIJh d
.., J .dlfJ I'
.,HUlId ,I
. "':N<"i .. iii . ..:- N
;j j
"\",'
":,1",\," I
" z
j
...
I
I
,. ~
I .. !
; ~ Iii!
i.l1 iBi
I hI.; i
i I
,.. l
ItlS
,i!
,n Ij ,j
~~fJ ~
a~ill' ~~
1.8, " 1:$
sIte, 11
ill;!, ~f
IJ""lJi J
f Jili r
""':Nft ....:N
j J
1-
~
!~ S1l!Q
HI i~
-ot'- of-_
~
I.
II
I:
w Jt
,~ -ifi'
,~ '~.i
.~ JI~I!
1$1 '1$1)1
:1 :in
J jl
,I ,Ui
':f'Ii ~Nft
I
i
1
j I i
i
~~ ~= ~
J~ ,fJ ~
IiI I '~J~ !1t5~
J2111 If@ 'JI'I
iii I!' IIJ! 181.
8-8Jdi ~... ~ -IR jj
... VI l(>
!I ~f ii
!
Q ~ I jj)
i ~ f ~
..,I III
H'li ~IJJ
I;!iii illi
." 10
i;; !j
~...
i;...
ili
:l ~,
tH:f.:H:F: c: ,
I; ~~
--.-I--~-
i
~Ie ~;!,
~! j~
--t-
a~ 2~ 06 8:11PM; Page 23/42
... ~
......
~!
.....
ij...
IIi
ii
w
(J
I-
:
Ii
'"
.{ ~ u.i
~l l:! ~ ~
:t U I "I
'5: ,~ ,!
.;j JiI~ a~ JiI~
t.e IS i.8
Iii 11 ..I j)
~f! i1f jf ~f
hJ iJ II
,I '"
....:~C"'Ii ~N ~f-..i "';N
J J II J
j
I j I
..
J
..
,
I
I J
I 'lS Q
I , i
! !' "J,liil',
UI ',Ui i
.. . M . '. ~
liil~. l
j
I
..,
~ ~ j
~ ::
I J 1~f5 f " I
gIll wJJijl d~
I~ I. )>1., 10
~.!ilS"ii ~..:.
on .... 1ft
ai a~ ~I
I
,j ~ -~ '~ 1 '
8;1 ,- ,_~A ': 2' ~
ar-2 06 8:11PM; Page 24/42
-r- ------..---.
, I~ f~ ....N
~H~ ii...
. ., -~ ~~
....". ili
-,-,~- ~----------_._---
. J ~j ,= i J.j ilf~ j.
i II ~i I !!i iillli'!
. ~I Ii If i .:i: i,!,I)11 wi
. ~J I ' ,~! I If I '..- f;!.
.:i Iii'. :11' lelj!til ,:
,;!I i.rJ~ I!~i' :I:rf!i( . .s~
fa
.~I,.Jllfl 111!f- Jff"Jil I iJ
~jflf~ljiif tfJfl"fJ'J'lli ~f
"
sf 1.1, II I Ili.~IIJ i'JI~ ..
..: N~_"'; iri .. ,..: .a ~N
i Ii
i
1
I J J
z:
...
I
,
I i
I j ~ J
cu I
..
~ J I f'
I ,:! I ell J
I I J.~
I t ~IUI din
III fellii ~~Jii
.:.:..~ '^ '"
li~ J tll
- --'''--'-'--'-- .
'jH ,,:,.,,. ~:lb 8.11 PM; Page 25/42
r--T-~----; ..-
I' I --,
, r r
, I
".......... ~ lJl :g ~
. 'I; +.. + +
I. ~F- ~~
PC>I
....'..'Jii
, ' ...
[ I i
I I
: ..
.10 I
f :
IH i i B
I
,~
: ~Z. J
St~
i'! II I IS
ihj. .i II
~fJ I" I ~f
I ~,'fl. II
.. h hi) ...
,...:~ . ~.... . ~N
"'I J i J
I
!
I I
,. ;" I I
: ':
Z
.,"" . I
.. I
I
f
I
I
! )
i II I
I ' , ., to
... .... . is ~
II!: i, ~ II i
i
I Iii! f~ ':
I ~ ~"J
... J~!
ill :i!ii
u; I' ii Ij)
tl~
11
(/)
o t:>z
z 0
d?Q
(/) z l.o.J
(f) LLJ a..
o ~I-
a:::1~~
Oi~8
)-'1-
1:=1
J'
:.....1
I--
::Ji
I
:is
Ht1jH '<',
d ~ 06 8:11PM;
I~ ~ : r i I! ,J I !, ! j
~. 0.. ~ ~ ';,oLo ~I\" ...fzco"a:l'.~o <o1....."<D'~ ~Jo. tOJoof<co ...I".l-g() t"l jg lD... llC 0
W 0 ...,,~ ~ l/') It'l '"" .. "'11+ "'1 N I"'l "'1 ~ N -+ n _ I/) N;. .. I""} to'} "'I 0 ,...,
o U 'i .-
I' ~ ~ i ~j 8 ~ ~ ! 8 ..I g 8 8 ~ ~ 8 ~ S ~ ~ 8 8 ..! ~ ~
~~. ij~~~~]i~jll~~j,j~II)li~~~I~I~
l~u4 ~~ii~~~ ~ii~~il!~ ~~~i ~~i
li~ 1'~II.~~~~IN~I~9~1~11~!~~NN~~~
~ ~~ ~ ~ ~ ~~ ~
, 0
1 ~ ~ ~ ~ ~I~ ;: ~ i ~ ; ~ ~ i ~ i ri ~ ; i ~ i ~ rs i i \; ; ; ~
~ r::::' ~:r:'~:i ~ :]: :x:: i ;J: ~ :x:: :r :l: ~ ~ i! ~ :@:x:: ::J: ~ :l' ;;:&: ~ ~ ~ ~
~ ~~ ~~:i ~~!5?~~~~~,~~~~*~~ ~ !$!~~~~~~
f-
(f)
~
~
z
I.~ ~g~lla~~~~~~al~88~~il~ I
- N 5i! ('o,/":.{. N..... ,... ,..., C'l ~I~ N .- N ~ S! '"" .- '" - ..,. S! 9:
I I I I I' I I . I I I I I I I I I t f I I~J;1;ld. I I ,.1 ... ....
i"'''' ~Ii ili,iH~ ~ re ;';'- -1..- It) ilj~ r- <-,... J:l1.
~ iil: .,1; i'i ii Ii ~ ~ ~ ii ~ ~. ~ ~ i ~ ~ ii ii iij ~ ~ ii iil~ ~ ~
Iii ~~
~2 j ~! ~i ~~ ~~ ~ I ~~
~X~II_!~ ~~~M~"'~~ ~~!
~ ~ ~ I~ i' !? ~ " :; ;: .... I' ~ .... F: :2 ........ 0 ~ ~ ~ ~ ~ -' z
"'" .. ClP) . . ~ 'lIO ClO .- 'CI) . M..... . ~ "'" .... ..,. ..,. ~ :S 0
gO~~ I ,...~co ~""'t';~ I ~~lIO~.1"'''''!I)..oao Oi7l.
..... .., '" .~ 1"1 ,... ':.t ,.. ,.. ,... r-.. I.IJ .n
. " , , ~;:t; ~ d ~ .1(j ~ ~ 0 u ~ u u 'ti I") ~ OJ x" '... a.. ~
X'-';--: lID --: D '" , .Q6 , ..l'C -<:II) o~~......"" 0 cn2
>-0..., ._"". U ;1-(,.), . ~c.>.....(,.)(.)~u..... ;~~ tl In
,- I ~ .... -- 'g :e :! -;; I" .- .- ]I ...... ....
~..,..x ""~..,. ~...~~ ..,.x..~ ..,.",,~ ~~ 1_
'c: ,... ..... II- ......r ,... ,- 'E ,.. ". ". 8 ..... .... ,... ,.. 05 ~ ..... .oJ:; _ 'J;: 'E - lC> II)
.NN U~~~NUU NgN~nN uw~~~n
~~~lljl~~~~!!~I~j~j~~J~6~ii~ ;~
! i S ~ [;; ~ gl ~~ ~ ~ ~ ~ ~ rn ~n~ S ~ f;; ~ .18 8 ~ ~ S ~ ~
-0 i ii i7l ~ liS ~18 -a 1 ~ ~Il ~ N ~ II'; B r; Ii) (.) .... v5 -d 8 c;: Z 0::
tr: e I ft j A 2 ol"t! ex fEE ~ g ~ e ~t= 5 .0 015 a:: ex] iE _ a..
t 88/f) d! ~ 81cfl~ ~.i.2 ~ 8 as 8lJl~ 8 tD fQ. ~Iil~ Cl. ~S~
~Z:i; ~!z~~Z~I~;;i~zzl:z~.s:;:~~:~ 9~!i
Sf~I~&~~~~~~~ ~~~f~~&~a~I~~~ ~~~
J! .... ..9 I ! ,....cn(:j
.'. j~~j i IJ : ~ ...~ ~~~
,. &;J!i 1:1"" N':' 11) o:s 0!i.91~ I~ ~fi32
1:: i c: 1Il 1Il u 1 ' Ii 1:: e ~ 2l .c: 9; ~
,. N c! ~ ,~ 8.3 N ',. N N -, :I ~ :i! x en::J (5
-~jl~J~~jl JIJill. ~jl ~j i?~~
- ~ I. ~ 0 ~UJ
J1.E - ~ I - ~ II ~ z
~ lu:'~;~;j~i~' j~:uji~~~H~:i :i~
8 C!: e ~ ,j.. i E -~ ~ E 1 i;- e ~ e i ~ '" II!~. II< 115 Q i en
ffi Ij'll~! iilj~u 'j~ rlij~ i~jjj8 ~::J8
~ ~JJ ~JAj~~ijJ!lijj~]iR~~~~~ -t~~
<Q..Q.
~ +i 0 ~ i3 ~' . 8 liD ~~ IS ~ 81" ~ &\ ~ S ~ ~ ~ ~ li3 :. ~ ~:3 * *
~ 0 * ~;t:.; .:t ~I.t <t,1; c1; ,:t;.i'... ~~;.t ~ c!;<t tt ~ ~ ct rt rt.t
~~ l.~~~ ~~I~~-~.. ~m~~~~~~,~~~~~
~~ (:' -...---NNNNN~~~N~N
l')!
ZV'l
- lfl
t- w
Ul ~
Xi~
W a:::
w
a:: i
o 0
l.J...
t- z
U 0
~ t5
z 0-
o I-
U ~
o
u
, rl
~!r!"
1.
,g..f~
Page 26/42
-.
i~..
ili
'-Fi! --!':',; '/1
,11 .'" cJi3 8 _ 1 2PM;
Page 27/42
AlMlED
i-Corpus Ch;isti SO~hsid; W~-t~;-Tr~nSmissiof1~in
I
! Corrosion Control Test Stations
-- ------. '--'---~'- ...,,,.--. ---.
----,
~M'_ _ _
. Test
! Station No.
I-~- ,__
i 1
~-j 2'~ ...~2I.Wate'r -~ --- .
~=--:-'3-.=T .. '~2+00 '_ ~:Wa~~~_==~ ._
4 ! 30+00 : 42 Water
, 5 t-- 41+50.t-4~w Water --"--
,....-.---6 -+--53+00t-" 42~ Water- ...-----
t,--;;~, -,t:..~~~..l !fri~!,!' .. .===-'..
'--8 75+~~" Wciter---.--.--
g-'.. - 1==83+34 r- 42w Wotei,7DUke Energy-
-~ ,- 84+41" ...........<4-2~ Waterjcrosstell
11 t-- "92+60r42" Water/Duke Energy--
.-~ 92+87 i' 42w Water /6osstex
r-"t:~J~- '.._
L'1'r- 1 +00 .. ot;-;---- ---~......
~;'- ~~~~ I _ -~: :~::;- --- -.-=== i - :::-.t~~: ~~::~;::: ~:{~:~::~~ --....---
18- 146+08 42-'O...WcterfTexos. CrtJde'!
-19-- 153+00 !-"42~ Water ----.- +--
r--'~-~~-' ~~;~~-t 1~: :~::;/Iexas__c~ude___i
: -.~ -.--"177+50 I 42" Water-- -----I
L:=--zt!. . -...... !. . B I ! tF:!!/DUke' - Energy
"..- 25 --+ 208+00 -~ - ~T' Water -
r- :. r .,mBo t.;~J.. ==.~._~-==.
27 229+00 ' 42 Water
C"-- 28'_ _--.?4{)~o~ri' 42w W?te~_ ___===--~.!,oJe 'Mounted Potential Te~t Station __
L.- 29_~----l49+50 I. 42" !?t,e.r ____+ Pole Mounted Potenti~I,.T~t~~~.~?~.. .
1 ~.~__. 257+87..J 4?: Woter/Crosste!-___+.__~ole Uounted Foreign Pipeline Te.st Sto~l()n
~"~- ~ :~~i~ttmt-:~~~-~~~~-~ 7i~~~i1iEji--
-r-'
ADOEHDUM- NO. 1
AItIle.......nt No..
hue 1011
.1
t1'i" ._~b:-2 1
ar~ 06 8:12PM;
Page 28/42
PRO P (] S A L
FOR M
FOR
S0U'1'lf8IDB WATBR TRARSNISSION MAIN
PHA8B 5
ROOD FIBLD RD. TO 1I8I'.l'I!:LBY DR.
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPlJS CHRISTI, TEXAS
~Y13ed11
i'I\OPOSAL FORM
PAGE 1 OF 15
-ADDGa:KllI NO. 1
At:~t Mo.1
Page 1 or 15
,~
t:~
;".i!1
Db 8:12PM;
Page 29/42
PROPOSAl.
PLace:
Date:
Proposal of
a Corporation organized and existing under the laws of the
Stat@ of
-_.. -_..__..__..~- .~',""--'-'---.,."-
OR
a.
Partnership
or
Individual
doing
business
as
TO: The Ci ty or Coapu Cb&-:l.ati, Tezas
Gentlemen:
The undersigned hereby proposes to furnish all labor and
materials, tools, and necessary equipment, and to perform the work
required for:
800'rBSmB IIAIfJDl 'l'aAII'SIIISSJ:CI1IAl:H
lI'BASB 5
RODD I'DLD JD. TO lIU~y DR.
at the locations set out by the plans and specifications and in strict
accordance with the contract documents for the following prices, to-wit:
~8od1
!'ROl105AL roRH
PAGE 2 or 15
ADP&NDUM NO. ;J.
Aetaclmant:. NQ .1>
P*\JlIl :2 of 15
.......-.-, "--i- ---.,.-.,
alOI> MOll n , ! $
pSI LF -t -
-------...-- i
5.0< Pipe
n plac@ per
$
-- -"
11.25" Pipe
place per EA $
--
0 22.59 Pipe
place per EA $ --
-~-
450 hpe
plac~ per EA $
--
67.5" Pipe
place per EA $
90. Pipe
place per EA $
--
e, complete
- $
complete in i
I $
-~'-- T
lete in ,
$
--
e, complete
$ -
----.-------..0....-.._._._
--....-e--'-..........",.."'_,__.."""...,..,..~.._~~__.._,....____ =-_._
~ --
A- i _ b 450 I 4 ",' U.l.d.. r r anSllli.e
, ..1' t complet$ in place
. :,r-.., ~:~i~~;::;C,
42" dla. 5.10 to
Bend, complete in
42" dia. 11.260 c
Bend, complete in
42" du. n.6" to
Bend, complete in
~~'_._.--
42" ctia. 45.1" to
Bend, cOIllplete in
42" di8.. 67.6. to
Bend. complete in
4.2" x 24" Pipe Te
in place per EA
42"x16" Pipe Tee,
place per EA
42W Pipe Plug, comp
place per LS
42ft Butterfly Valv
in place per EA
~i$~
Proposal Foro
....g.. 3 of 15
~NO.+"
At;ta~t. No..:
~*9. 3 of 15 ----
.,'" .'1
"1:' '1:''',:"
dll, 06 8:12PM;
Page 30/42
SOU'mISIDB 1IlLTIIR 'faARSlaSSXOIl NIUR PllASB 5
RODD nBLD ID. '1'0 WBIDLKY DR.
BI.SB BID 'A'
ua lIRUPD CCI'8fC:DD SlfaL CYLDIDD. PIn OR STBKL PIn
I It III IV V
IIID an , D&8ClUP'l'ION UNIT PlUCI IDII ZXft118tOlii
IBM U1!fU sm
d
t1 ,1M,; c: .
.:1
06 8:13PM;
Page 31/42
SOO".I..m. WImIR TRARSNISSJ:CII aIX PIlASB 5
ItODD FmLD aD. '!O _IftLft Dll.
BAS. BID I A. I
BAR. DAPPQ ~ BRIlL c:nmDD PIn: OR STBBL PIn::
I II III IV V
8m Q'rY " DZSClUP'fIQf UM.U PJU:C3 BID ITllM J:XTQt8:IQiJ
tnx uta'!
A-12/165 "Insta.ll OnlyH 66" Di.... Casing I
1r
Install+d by Open Cl.lt, ~...,...._,~ $
COIlIp!etfll in place f.'er EA i
A~13 31S 66" Oiil. Ca.sing Infltalled by 1
.LF
L-- boring or tunneling, complete
in place per LF .$
I A~14 12 Air fl.elease/Surq4!l Relief
EA
Chamber, complete in place per
EA $
A-IS 4 Blow-oft Valve, coxnplete in
EA place pelr lA $
_. ~._.
A-l6 2 Blow-Off Valve with 90D Ell,
FA
cnmplet@ in plac~ per EA :
$
- "- -"
A-17 Guard P05t, cOlllplete in place
FA $
perEA
.- -
A-le 13 Metal PQst with Sign, "'ompl@te
E1\ ln place per EA .$
-"
A-19 1 Cayo Del 0$0 Crossing,
LS $
compl~te in place per LS
1\-20 .J. 24" Dia. Gate Valve, complete
EA , in place per EA $
--
A-21 ] 16" du. Gate Vallie, complete
EA .$
-.-- in place per EA _._.
A-22 1 24" x 12" Tee, Complete 1n
EA $
place per EA
~.. _...~.
J{ev1se~
Pro1>Osal FOrm
paqe 4 of 15
~ RO. l_
At~t; 110.'
~4~15
'.:1
h8r,JHU~' ;
211;' 06 8:13PM;
Page 32/42
SOtr.L'!UZD& 1fA1'D TRAIIUDaS.IQI IaDl PIIASB 5
IODD I'IIILD ltD. TO -rntiIt DR.
M8J: ISm 'A'
BAIl 1IRUl'Q ~ S'taL CYLIIIDD PIn OR STDL PIn
I II III IV V
axo Q'l'Y " UN7'1' PRICI,
IBM UNI'1' DIUIClUP'tION BID I'fDI J:nJDf8IOII
A-23 1 16Mx12" Reduce.!:' , complete in
, EA place EA j $
~- pOllir
, ---.._---- I -,
I A-24 1 12" Tee, complete in pl~ce per
, EA EA S
-_. - ......-
A-25 2 12" Solid Slel!lve, complete in
EA $
place per EA
1
~. A-26 2 12" Gate Valve, complete in
E;A S
place pel:' EA
".-- -.,
A-27 90 24" dia. Ductile Iron Pipe,
LF $
~--'-20 complete in plac@ per LF
.~
20 .c6" Dia. Ductile Iron Pipe,
LF $
'"'Ofllplete in place per LF
--.----
A-29 20 , 12" Did. ')\Je-t i 1 e Iron Pipe,
U' I $
complete in place per LF
1\.-)0 ~y150 6" Lime Stabil. Subqrade,
complete in place per Sy $ ,'~ ._--
------------
A-Jl 3650 e" Flexible Bas@, complete in
Sy $
place per Sy _...
_. _..
A-32 ~y890 I
1-1/2" HlllAC Pavem@nt, complete
in place per Sy ~
.
A-33 420 6" Concrete Pa.vement, cOlllpleto
SF' $
in place per SF
~.
A-34 460 Concrete Curb ;lnd Gutter,
Lr $
cOlllplet@ in place per Lf' -'-
.- -
1\-:35 1,840 Concrete Sidewalk, Complete in
SF I $
place pe~ SF j ~
1.-. - ---------...
~ville~
Proposal P'om
Page 5 of 15
~NO.l..,
A~~t Mo. i..
Paga 5 of 1.5' ,...
,P a
H.[1- ~HfJC',
31, 06 8: 1 3PM j
Page 33/42
SotnlUIDB WAT.D. TlWIBllISSlcat laIR PBASK 5
ROOD I'tII:t.D JtD. 'l'O "It'BLI:Y DR.
BASI: BXC 'A'
au. tlRUnatJ CCIICSUlft S'IDL c:n.DIDD PIn OR STDL PI:PB
I II III rv v
am Qft " OMlor PRICE
DJUIClUP'1'I:CJR BID I~ &xTmISI:CM
IBM UHZ'r
A-36 13 Reconstruct Sanitary Sewer I
EA j
Laterals, complete in place $
per EA ..,-.....
-- .~.-
A-37 1'; Reconnect Sanitary Sewer
E:A
Lateral. complete in place $
per EA
- .._.~
A-38 31,000 Trench $afety, complete in
!..F place_p.r LF S
--- ~-
A-39 19,850 Dewatering, complete in place
LF $
per LF
__________m_.__... ------.-..-
A-40 30, 900 GeotextUel complete in place
SlY $
per SY
._,..
A-41 15,450 Crushed Stone, cOJIIplete in
SY $
place p. Sy .
~----
A-42 ;: Remohilization, complete in
EA place pe'ir EA $
._.__...~.
A-43 500 Disposal of Contaminated Soil,
CY $
completo in place per Cy
A-44 Utility Allowance (*ndatory
LS
Allowanoa) , complete in place
per LS 50,000 SO,OOO
Wa'ba2 'rI:'aaaai...iOQ Na.iln ....t:.eria1. (Circle one):
"CoI'lC~i:e Cyl. Pipe"
or
"Ste.ll :Pipe"
TOTAL BAS. Bm ' A I $
NOTE: The above unit price$ must include all labor, materials, bailing, removal, overhead,
profit, insurance, etc., to COver the finished work of the several kinds called for and
tbe Owner re~erves the right to increas@ or decrease the quantity of any bid item. The
abov@ quantities are approximate and may vary from the final quantities. Do not ordEn:-
materia} based on th_s@ &PProximat~ quantities.
~eVi5.4
Proposal Form
P"<jle 6 of 15
ADDDIDtIIf NO. 1
Atta~t No,'
~6o~15
.-<~ a
. )
'<8' JH02,
an cJ 06 8:13PM;
Page 34/42
SOt,,:,tlbaxoa 1G.Da rRAllISlaSIICIII IiIUJI PBASB 5
Ram I'Im.D RD. !'O -I'l'&:LBY DR.
BA8JI BID · B I
DOCl'ILB IROIt PIPB
I II III IV V
am Qft " DB8C1UPl'IOIN tINt'!' PRICII 8m Il'8I: KXUNsICB
rm. UlUT
B-1 28,450 42" dia. Transmission Main,
LF complete in plaoe per LF S
~
.1 11.250
~- B-2 27 42" dia.. Pipe Bend,
EA complete in plac@ per EA $
----
B-3 10 42" d1a. 22.50 Pipe Bend,
EA complete in place per EA $
_.
B-4 21 42" diil. 459 Pipe Bend,
EA complete in plollce per EA $
.-
8-5 1 42" db. 900 Pip\!! B@nd,
EA complete in place per EA $
8-6 ~ 42" x 24 · Pipe TE!E!, complete $
EA in place per F-A
8-7 42"'x16" dla.. Pipe Tee,
EA complete in place per EA $
--
8-a 42' Pipe Plug, complete in
EA placa per EA $
-- --......-- '.
5-9 1 42" dia.Butterfly Valve, S
Ell. complete in place per EA
B-IO 165 "Install Only" 66" 01a. Casing
I";'
Installed by Open Cut, t $
-- ~lete in place per LF
8-11 315 66" Oia. Casing Installed by
LF boring or tunneling, complete I
in place per LF $
_. ----~...-
B~12 12 Air Release/Surge Relle f
EA Ch&nbe:t" . cOIIlplete in place per $
t~ ItA
Blow-off Valve, complete in $
place p~r E:A
IlleV:l.M<I
Propo~al FOnn
Paq8 7 of 15
ADD2NI'.JUM NO. L
At:Ca~t: 11<>.",
~ 7 o~ 15
i~'
~r \B02
c
j 06 8: 1 4PM;
Page 35/42
SOU"JBSIllE 1GU'D TRUsaaSSIoar laD' PIIASB 5
RODD J'I&U) aD. TO waI'l'BLBr DR.
8AS3 BI'D I a I
DUC!'ILB I.RC8 PIn
I II III IV V
aU) on , DBSCR:rP'J'ION UNI'!' PRICI: 8lD :r~ ~ItWII
rDN UlfI'l'
8-14 2 Blow-oft Valve with 90" EL,
lEA $
-~ complete in place per EA
Guard POgt, complete ,l.n place $
, &A
~. per EA -
.. --~--
B-16 Metal Post with Sign, cOlI'lplete
EA $
~. in place per EA -
'--- ~
I ,
B-17 .. Cayo Del Qeo Crossing,
I L.S complete in place per LS $
~... 8-18 1
! 24" Dia. Gate Valve, COlII.plete
EA $
in place per tA
..-. --.-
8-19 . 16" did. Qat", Valve, complete
EA in place per EA $
B-~O I 24" X 12- Tee, Complete in $
EA I place pet EA
--_..,~
8-21 1 , 16"lC12 " Reducer, complete in
I EA place oet FA $
--....- --'.'.
..--..
8-22 1 12" Tee, complete in place per
EA $
EA
1---.- ---------, -.--.--.--...."
B-23 2 12" Solid Sleeve, comphte in $
EA per EA ---,...
place _. -
B-24 2 12" Gate Valve, Complete in $
EA place per E:P. ---
8-25 90 .24" ala. Ductile Iron Pipe, S
Lf complete ;In place LF
--~. per -..,
16" Dia. Duotile Iron Pipe, S
::lit complate in place per LF
B-27 20 12" Di.!L Ductile Iron Pipe, I $
LF cOJI\Plata in place per LF
- - ~J.8ec:l
l?ropo:!Jal rorm
P!lge fl of 1')
ADDDDON NO. 1,
A~t:ac:hlulnt: No.'
Pap 8 or' 15' ....
,:1 _d
!'Q1 jHC2.
a Ii , i 06 B: 1 4PM j
Page 36/42
SOUTII8:IDB 1aT&a 'lItAlISNIS8IC81 JaDI PBASI: 5
ROOD I'IKLD RD. TO _I~ DR.
BASI: 8m IB'
DOCfl'ILB moll !tIn
I :u III IV V
8m gn fo DR8CR.lftla-l' UlfI'I' PlUCK BI.D ,IftM ~];CM
II.'IIM UNIf
8-28 ! 1. 150 6" Lime Stabil. Subgrade, I
BY cOtllplete in place peL SY J r $
B-29 3650 8ft Flexible Base, Gompl~te in j S
Sy phce pw $Y
_.___n_ ,
B-30 ~y890 1-1/2" HMAC Pavement, cottlpletc $
in plac@ Der SY
.-. .-
I 420
~ B-3~_ 6" Concrete PI! V@Ill@nt , complete $
SF in place per SF
'-.
j 8-32 460 Concrete Curb and Gutter,
I LF $
r complete in place per LF
-
A-33 ~;840 Concrete Sidewalk, complete in $
place per SF .-
..
B-34 13 Reconstruct Sanitary Sewer
SA Laterals, complete in place
per EA $ --'-
-.. -,-----.- '-
8-35 15 Reconnect Sanitary Sewer
I EA Laterals, complete in place
S
--. per Ell. - .. --..,-.-.,-----
B-36 31,QOO Trench Safety, complete in ~
LF place per LF
.~._- ~
B-37 19,850 Dewatering, complete in place $
LF
per LF .-----.---
B-39 30,900 Geotextil>8, complet8 in place $
Sy per SY
B-39 15,450 CrU3hed Stone, compleLe in $
Sy
place per SY -~...--.
-....-....
13-40 2 Remobilization, complete in b S
Ell
L-- ..- place per EA.
~evi8ed1
Proposal FOrm
P~ge 9 of 15
ADDJINDUM NO. t_
A~~~ No...
Pag. ill of 15'
,i-( ~HJt~~,
i "'
()6 B: 14PM;
Page 37;42
S~IDB HATD. TlWfSNISIICR ICAIH PBASB 5
ROOD n&LD ttD. TO -na.n DR.
MSB BID 'B'
DOC'rILa IItOlf PI"
I II II! IV V
am 0'l'Y " DKSCRlP'l'ION own PJUCB
tlSK tDfI'r BID I'IDC IIX'IBNBIClIf
B-41 500 Disposal of Contaminated Soil,
-:1 ~' cOlltplete in place per CY - I~
:...S Utility Allowance (Mandatoxy SO,OOO I
A11~ClIII) . COmplete in place
L Der LS $50,000.00
"-
lfat:a&- "~an~..ioa JIiL:iln NabN'1aJ.
"Duot.i.le Iroa Pipe"
'lO'fAL BA8& em 'B'
$
NOTE: The above lmit price!! mUBt: inClude 41l 11lbor, mater..als, b....1in9, removal. overhead. profit,
In81.lrane., etc., to cover the finished Work of the se'l7eral kinds c$lled for .nd the Owner
reserves the right to inc;r::e4~ or decrease the quantity of $ny bid item. The above quantities
are approximate and may vary fram tn@ final quantit185. Do not urder material b&seO on these
aPProximate quantities
~13
PropOsal f"orm
J:>l!ilge 10 of 15
~ JIO. 1"
At1:ac:haent: Mo..
Pap 10 Qr U
d
H 1:1 );~ .
J'l "
06 8:14PM;
Page 38/42
BID SOItMAar
BIDDER may bid on any individual and/or combined Base Bid. If
t8er. is to be no bi.d OD any part, write in nHC) BID".
Base blds listed ~n the following summary shall match those
totaled on the following pages
If there is a di~crepancy, the totaled
bids on the fOllowing pages shall govern over those listed below.
.... BID 'A' CoDczoete CyliDder or Steel Pipe $
Circle pipe rnaterlal to be provided:
hconcrete cylinder"
Or
"steel pipe"
BAIa BID '8' Duetia Iron
$
Jlev1a!!dl
PROPOSJU. roM
PJi,Gt: 11 OE" 15
~NO.l,."...
At~t Mo....,
.... 11 of 1'," '. ".i" .
,p d
HH ::~MU2 ;
dn-/OB 8:14PM;
Page 39/42
The undersigrled hereby declares that he has visited the site and has
carefUlly exami:ted the plans, specification5 and contract documents
relating to the work covered by his bid or bids, that he agrees to do the
work, and that no representations made by the City are in any sense a
warranty but are mere estimates for the guidance of the Contractor.
Upon notificdt~on of award of contract, we will within ten (10)
calendar days execute the formal contract and will deliver a Performance
Bond (as required) for the faithful performance of this contract and a
Payment Bond (as required) to insure payment for all labor and materials.
The bid bond attached to this proposal, in the alnount of 5% of the highest
amount bid, l.S to ~come the property of the City of Corpus Christi in the
event the contract and bonds are not executed within the time above set
forth as liquidated damages for the delay and additional work caused
thereby
IUaOZity/MinoZ'ity Bu8ine.. _~Z'i... :P~t.iaipaUoD: The
apparent low bidder shall, within five days of receipt of bids, submit to
the City Engineer, in writing, the names and addresses of MBE firms
participating in the contract and a description of the work to be
performed and its dollar value for bid evaluation purpose.
~r of SifDed Seta o~ Doa~ta: The cont~act and all bonds
will be prepared in not less than four (4) counterpart (original signed)
sets.
T~ of ~~D: The undersigned agrees to complete the work
in 380 Ca1~r Da~. The project has been divided into phases.
The Contractor is required to complete each phase before proceeding to any
other phase. At anyone time, except as noted above, the Coa~ will
not be a1.1ow.cl i:o .t.aa:t or 1fOJ:k aoDCQZ'~1:.ly in ao~ t:hml t:wo pba....
Time duration for construction is allocated for each phase, and if the
work in that phase ie not complete a5 shown below, liquidated damages will
be assessed for each day the work is delayed.
Phue I
Pha8e II -
PbaM III-
Ph.ue IV -
Statioa 0+09 to S'tat.ion 101+80
S'ta1:.iolll 106+80 1:0 Sutioza 212+4>>3
StaUoa 212+63 to St.aUOII 2'5+73
Cont;r1LOt CJ.o.~
155 Cal.-a"'~ Day.
7 5 CaJ.e1lC!laz DaJ'.
GO Ca~d... Days
10 ~ Day.
The following tasks shall not be affected by the phasing: clearing of TeE
and UE, surveying tne water line alignment, TeE's and UE, pre-e~ploratory
excavation, offloading pipe and storage within the designated TeE's and
UE, installation of casing pipe by boring hydrostatic te5ting and
disinfection.
The under$J.gned further declares that he will provide all
necessary tools and apparatus, do all the work and furnish all materials
and do everything required to carry out the above mentioned work covered
by this proposal, in.strict accordance with the contract documents and the
requirements pertaining thereto, for the sum or sums above set forth.
~.e4
l?ROPOUJ.. ,"OM
PACB 12 OF 15
ADl)DUQ( NO. 1.._
Att.~t No.",
Pave 12 o~ 1&
-jp d
j 1
,,8 i802;
ani068:15PM;
Page 40/42
number
Receipt of the following addenda is acknowledged (addenda
.--.-. --".,~._~ .._~_.__..._._--- ~--'"~'~"----"---""'-'
(SEAL - If Bidder is
a Corporation)
NOI8~ 00 not de~ach biQ fram o~.r pspers.
Fill in ~itb ink and submit Complete
with attach~d papers.
Kespectfully submitted:
Name;
By;
Address:
Telephone:
l!!eltill~
PROPOSAL roM
I'M! 13 OF lS
(t1:IIiIIlMUQ)
O!.O. Box)
(Str...t)
/City)
{State)
{61pl
(Revlge~ August lOaO)
ADDJDI:XaI MO. 1
Attachlaent: No. ..,
Page 13 of 1! ..
...;p a
"i:! ',jH02.
d~ ~ 06 8:15PM;
Page 41/42
iF = CITY OF CORPUS CHRIST.
DISCLOSURE OF INTERESTS
City of C~rpu5 Christi Qrd1nance 17112, as amended, requires all per50n$ or firms Seek1ng
to do bU~1ne8s wlth the City to provide the fOllowing information. Every question must
be answered. If the q\legtion lS not applicable, answer with "NA".
"IlK KAMI:.
81'U1T;
CI'1"1(:
Ell>;
Sole Owner 0 4. ~sociation 0
i'tRH i.: 1 cO.t.poration 0 2. Partnership 0 3.
OtherO
DI8CLOSURI QUKSUOJIS
If addit10nal space is necessary, pleaSe use the reverse side of this page Or attach
separate sheet.
1. State the n.au Q~ ..ab "-.pl~" of ~ Ci.t:y of Co%pu.e Cbrieti ha'f'1n9 an "OWDCahip
iA~.t" OOI'UIti.tutilJf1 3t or .01:'e o~ tM OWDU.a:Lp J.ft t:be ~ n...s "ri%1a"".
Nam@ Job Titl@ dod City Oepar~ment (it known)
---- ---------------~_. ----------- ---.
---------- --~- --~._--_._---
2. ai:at.e tM ..... or MOb "'oUlaid" ~ t:M City t4 Cozp.w Chrut:.1 having an "~
in~.t" CIODIJUtutiJag 3\ or acre o~ t:bI 01IIDeE'm&p 1.n tb. lIbove ~ ..t'1za".
Name Title
_._-~~--- --~"_.~.. --- ----"""'~- ~
3. '~b tb8 ..... o~ ......board -.ber" ot tbe Ci~ or Co:z:pu. CbrUt1 having an
"ownetahip .i.n~t.. oonatit:ut:.in9 3. or IIOre of t:be ~p in ~ abav. nAMId
"r1Dl'"
Name Board, Commission or Committ~e
~--,---_.-
4. .t:at- the naa.. ~ eiIlICh .-pl~ or ~.i.CIIU" of . "QQIQ.n1t:ant.. rm; ~ City ~ c:o~
Cb:ri..U wbo worked on -.y _t~ rela1:ed to tM aubjeot; of 'th.1. CClDb:act and. ~ an
"cnme:nhip iDt.J;ut" ~tituUnq 3' or -.ore or tM ~Z'1Ihip in the aboY. n-..d
"tin".
Name Consultant
--- - -~.,------------_. - ---~_.~-----
-------.-...---.- ------
CERTIFICA 1'E
I Certify that all information provided is true and ,-orrect as of the date of this
statement, that I have not knowingly withheld disclosure of any inform<lti.on requested;
and tl\&t supplemental statements will bE! promptly submitted to the City of Corpus
Christi, Texas as change$ occur.
Certifying Plil"l;Ion:__~
(Type OJ; Printl
Title:
Slgnatur~ of Certifying Person:
Dat@;
kV1~
~I<<)P05lU. rollH
PAGI 14 OF 15
-'DDDDtII NO. 1,
Ateaabaent )to.f
hge 14 o~ 15
iP d
'1,~ FHJ2
3'; 1 06 8:15PM;
Page 42/42
DeFIN,TIONS
Ill. "eo.ro Member'. A Ill8n1b8r of any board. commission or committee appoinl8d by the City Council of the City of
Corpus Chrtstl. Texas.
b. ~. Ani person employed by the CIty of Corpus Christl. Texas, either on a fuU or part time basJs, but not.5
81'1 independent contr8c!Dr
C. "FImI", My tntity 0f*1lIlId ror 8COIlOmIC tIin. 'Mhether ~, industrial or ~ end Whether
~ 10 produce or_. a product or aeMce, ~ but not IImiI8d to, entIII8s apefa'" In the form of
80Ie ~, 81 ~ P8f'1Cn, P8ttner8hiD. c:orporaIfon, joint sb::k <Dnpeny. Joinr venture,
~ or trust and.".. Whrctl. for purposes of taxaliOn. are tr1Mded .. non-proftt~.
d "OnIciar. The Mavor. rnemt.ra cAlhe CItr Coundf, City Mal , n.r...... City MnIaer. AsaildInt City Managers,
. oep.tment and ~ H-. and MunicipBl Court Judge$ ~ thiatY~ COtpus CRriSti, T...
0, "OMIenIhIp 1ntef8sr: 1.8&*.. or equitable Int8rat. whether aatuIIIy or ~ held. in 811nnj ~ When
suc:h In.... iIJ held ~., agent, trust, .... Of holding tiIntIty; ~ h8Id" ... m hofcIng oroontrol
l*bIIIhId through votin(i1rWtl. proxies or spedat terms of \'VI1fure or PIIrtnersh~ &gn!gnenla.
1. "ConIuII8nr, ~ persona firm, SUCh .. engineers and .-d", hm.d by the City QI ~ Christi for the
purpoIecA~~ancf~.
~ilJedI
~ I\Ol"OSAL FOM
PA(;lo: 15 OF 1 S
ADDBNDf.Il( NO. 1
A~taobII_t; No_.
Pap! 15 o~ 15.
F E
I), L
PRO V I S ION S
S [=-' H: I
F
CAT ION S
AND
F (: R M ~)
C F CONTRACTS
F' 0 R
AND
BON D S
SOUTHS IDE RATER TRANSMISSION MAIN
PHASE 5
RODD FIELD RD. TO WHITELEY DR.
December, 2005
PREPARED F'OR'
,~- .__._-_..~~~
~
--
- -
- -
Water Department
City of Corpus Christi
P O. Box 9277
Corpus Christi, TX 78469-9277
(361) 857-1881
~~
_....."','\:\\
--:\t Of T.' l
:~"\~.........t~",- ..'tl
,.., ~. * '. ~ ~l
"* ..' ". iC h
,: . ~ ~
L*: "*'i.
~...:.. ........ .... ........:.... "-
if. MARKA. MARONEY ~
l.-............... ....... .......~
l: .-.)'. .~. .'15 .,
'I ~... _'-' ~
~, ~...fI'QIt; . ~ /'
I.l1tlf~~a!. t~ J./1b/07
V" \, ~~\:N ~,~- \'Z4 r
Ian lJc;.,.. 0, Aqdre.vs
I: .:. ~"=\'. Jl I,,'
II
URIIAII
ENGINEERING
~. 30x 6j~~ CORPUS CHRISTI, TX 78466-6355
fho"e ['0 hl/H'.,..JIOI FAX 361/854-6001
[I f.:. .Jr.; No. 33760.A2.05
I PRO,jECT NO: H3jl
I DR1\W 1 NG NO: WTR-; 4 ~
iRf" : eel
SOUTHS IDE WATER TRANSMISSION MAIN
PHASE 5
RODD FIELD RD. TO WHITELEY DR.
Table of Contents
NOTICE TO BIDDERS Rev 1 "'>
NOTICE TO CONTRACTORS - A
(ReVlseel Sept
2000)
fnSlll anc'E' Replirem{'nt 3
NOTICE TO CONTRACTORS - B p, sed '?/S/GO
Worker,.; Compeni;at ion
Pro J('C! For Goverrmc'Jt
CoveragE
:~n tit: :i (: s
For
Building
or
Construction
PART A - SPECIAL PROVISIONS
A 1
A 2
A 3
A- 4
A-5
A 6
A 7
A 8
A 9
A 11
A 1
A 1
A 1
A lei
A l'
A 1,c
A 1
A Ii-,
A-l'i
A 2"
A 2
A 2
A 2
A 24
A -2"
A- 26
A--~!
A 28
A 2t:f
A 3.,
A r
A 3
A 3
A 34
A 3 '
A 3L
A 3
rimeUld Pac' of Recei '( i I1CI Proposals/Pre Hid Meeting
Detu1Lt l()n:~ aJid .I\bbrf'v I,ll ,ns
lieser-cpt Oli 0 proj e( t
Method ()t (\'Na: d
Items to bf Submitted w tL Proposal
rime ')f Complc,tion!LJquldated Damages
\vorkeI:'s Compeflsation Tn,;uJ dnce Coverage
Faxed Proposa s
Acknow! edgmen' of Ad(Jendd
Wage Rates IRevised '/;5/00
Cooper-allor w th Pub! ic l\:wncies RC'Jised /'J/OO)
MaintenancE 01 Services
Area AcceSi_' and Traff j c C',)[ltrol
Construct iun Equipment ~;pi Ilage and Tracking
Excavat:on and RemOVals
Dispo~;al/Salviige ()f f'.1atr r }is
Field Office
Schcdu 1 ,~o and ,:equcncc 01 "ellSt ruet ion
':onstl'uct ion l'r-oject Layout and Control
Testing and C~r-tifiC'2tinn
Project Siglls
Minor] Ly; Mi nOt i t,y HusiIles~' Entcl(pl'i se Part] C Lpation Policy (Revised
iU/98)
[nspe(tiCHl Recuir-ed '~r-:-~v';~---:(i 7/r_,/OC
,)urety Bonds
-Sales- 'h-'-K 8)(Cmpt;oR NO LONGER APPLICABLE {6/11/qa)
SupplJ,mental insurance I-ieqdir-ement~t~;
~ibil i-4=--y-f-B-r--Bama+re .: ~a-i-ms (Not Used)
':on,;iderdtioni for ConLld',~ Award Clnd Execution
:ontractor's ~leld AdminIstration Staff
Amended 'Consi deI'at ien f ':ontract" Requirements
!\mended Pol ICi on Ext r d Wor k and Change Or-ders
,"mended 'Execution of COn"rdct" Requirements
'and it ions )f Work
:)recedence,}f ,-:ont ra,= DO{~Ulnents
"ity Watf't- Far lit:es Spt,,'i':ll Requirements
)th",'r SubmittaLs
'\mended ")\Llar:'Jement -lnd ,'barge for Water Furnitihed by the City"
T\ '8
Pr- ~'f-
A. 0
^ -! 1
,~
A- ,2
A- .13
A-H
A-IS
A-46
I\.- 4 7
A-18
A ~9
A- ',Q
A-',l
A- ~-12
A- ',3
A- ',4
i\ - L; S
A- ',6
A-I7
A-,)8
A-',y
A-60
A-hi
A f2
Worker' ,3 Compensation Coverage for Building or Construction Projects
for ';overnme:,t Ent i'- ies
Ge-rti-€ H'dte-.)E--~hXftt?y- an4-F'+Ha.l- A~aft€-e (Not Used)
Amendment to Section B 8 r,; Part ial Est imates
Ozone Adv.LSOtY
OSHA Ru le~; & Regula: ions
Amended Indemnification & Hold Harmless
Chanqe Order; (4/26/99)
As Bui I t Ilimpnsions and Drawings (7/S/00)
Disposal of Highly Chlorinated Water (7/5/00)
Pre Construction Exploratory Excavations ('1/5/00)
)verhead Electrical Wires (7/S/001
Amend MaJntFnance C;uar3nty" (B/24/0DI
Technical Special Provisions
Additional Time of Completion/Liquidated Damages Information Related to
Right: of -Way and useE Permit Acquisition by the City
Contaminated Soi 1 f:;
Pences
Protect lOr. at Public and Private Property
Securit}
Accesf; Roads
Parking
Noise ContrOl
Dust Control
Temporary Drainage Provislons
Dewatering
'::'ul tura I Rese.urces
PART B
TECHNICAL SPECIAL PROVISIONS
GENERAL PROVISIONS
PART C
PART S
05020
0210'10
02:>0: ;'
025404
PART T
FEDERAL WAGE RATES AND REQUIREMENTS
STANDARD SPECIFICATIONS
welding
1 roj eet Si gW3
Trench Safely for Excavations
Aspha 1 t~;, Oi 1 sand Emuls ions
TECHNICAL SPECIFICATIONS
GBNER~~~EQU~~EMENTS
010 LJ Equipment Duc~umentation
01560 Storm Water Pollution Prevention
SITEWORK
0204C
02082
022 ~
022D4
023 --.
0232C
02321
02340
C~'otechni ca 1 L nvest iga t ion
Plecast Concrete Manholes
Ur ility Easprnent Clearing and Restoration
U teh Cleaning and Shoulder Restoration
Excavatiun and Backfil I for Utilities
U ility Backfill Materials
C'ment StabJlized Sand
R ,ring and Cdsing Roadways and Railroads
I
2 4
2
2 ,1
2
2
2 2
2 .2
02 ,2
02'.2
02'.2
02 ',4
02 L,4
021,1
021.,11
02,,2
021,4
0262,
()280,
0280"
CONCRETE
0310
03)Oi
03 0
0340C
FINISHES
--...-- -
09<)1
19'J6
(uen ,::'u in,] ,,,nd aSlng
'T mnell1q alld Cas no Roadways., Utility Crossings and
F lill.oals
llctllt' fI'l!, PipE" j[]ci F'itt:lngs
'~~i .:1 tel J j nt s
f,,'drust,l! i (' Test inl; of Pipelines
eel P_PE lIld Fittings for Lar<::je Diameter Water Lines
F~movin'l .3Ild Replacing Pavements, Curb and Gutter,
I ci vewa'ls and Sidewal k
] lme Stibil17.ation
FLexjbl,~ F3a~3e - Cl11cIle
I'll yure' tliJIle Coat ings ')n Steel or Ductile Iron Pipe
Folyethylenc Wrap
Frime Coat (Asphaltic Material Only)
Hot Mix Asphaltic Concrete Pavement (Class AI
har Wrapped Steel CylInder Pipe
l"Jly-vinyl Chloride Pipp and Fitl ings for Water Lines
(,,~otext L Le
I 'lsta 11 lti on of Watpy Pipe
l'urbidii y Curtain
~eeding
r {Jdding
l 'oncret.~ For mwork
Reinforcing Steel
Normal Weight Aggregate Concrete
Concret,. Structures
painting
C'orn:>sion COIlttol Test St ations
1311
SPEC1AL CONSTRUCTION
Cathodic Protect.lon for Pipelines
MECHANICAl,
-_. --- ._~
1506
L5 0<
i510
i5 0/;
15 Or
ELECTRICAL
__n_ _
16061
APj.JENDlX 11
/\Pf'ENDIX H
APPENDIX C
~lscelldneous Piping
~Lscelldneous Valves
r:ltterf y Va j ves
( ~it_e \/a LVPEj
r, ,r Rcl(~ase Valves
,';lint B<Hldinq and Electrical Isolation
, LO MIS--.ELLANEOUS EA~;EMENT (PIPELINES) ME 20040047
DEPARTMENT C)I. THE ARMY PERMIT NO 23655
SPECIAL PROVISIONS AND CONTRACTOR OBLIGATIONS REPORT
NOTICE TO BIDDERS
NOTICE TO BIDDERS
~ed h'd 'ropCSdc s aldresSE'd to the Ci ty of Corpus Christi, Texas for:
SOU'l'HSIDE WATER TRANSMISSION MAIN PHASE 5 Rodd Field Rd. to Whiteley Drive,
~onsjsts of excavat~n dnd backfilling, installation of approximately 5.57
mile: 4)" dlamet~r, corrOSIon protectIon, cathodic protection, valving,
:ayo DE' Use c;::o5sinq LunneU [19 dnd borinq, and miscellaneous items of work
requi n tc :omp),~te the project in accordance with the plans,
"pee: r at 1 on~, aT,d ont rat t do[:uments,
will be recE-lved at the o'Ei,,, ,:;f the CIty Secretary until 2:00
Wednesday, January 25, 2006, and then publicly opened and read.
received after closing time wi ) be returned unopened.
p.m. on
Any bid
1:\ pre bId meeting i scheduled tor Tuesday, January 10, 2006 beginning at
2:00 p.1Il . The pn;-bid meetlng will convene in the Utilities Building
Conference Room, 5352 Ayers Street (corner of Holly Road and Service Center
Drive) and wi 11 he ,:onducted by the Ci ty of Corpus Christi. The meeting
will II ludei rev ewd the project scope followed by a question and
1nswe
;essior
A bicj hmd in t h(, amount )f 5% of the highest amount bid must accompany
'''ach pToposal ["ailure tJ prcJvide the bid bond will constitute a non-
responSive prupo:;al which will not be ':onsidered, Failure to provide
r'equi red per formanc, and payment bonds for contracts over $25,000.00 will
result n focfeiture of Uw 5% bid bond to the City as liquidated damages.
Bidder '.'~ plan depos; t is ';ubject to mandatory forfeiture to the City if
t>iddj'lq loc-ument:::; au' not returned to the City within two weeks of receipt
f bids
Plans, prOpOSd.l forms, spe,'j tlcations and contract documents may be
procured from Lhe Cjty I-:ngineer upon a deposit of One Hundred and no/lOO
Dollars ($100.001 a~ a gUdcar:tce of their return in good condition within
two wee ks of bi d dat e. DCh;ument s can be obtained by mail upon receipt of
lD ad,ji' Lonal ($10.00) which L; d non'retundable postage/handling charge.
The bid,}"r l~, hereby notified that t.he owner has ascertained the wage rates
which pcevdll nth.' localit,y' n which this work IS to be done and that
such waqe scale i s;et out 1n the contract documents obtainable at the
ff ic;' (,t the Ci ty Engineer and the Contractor shall pay not less than the
wage rates so shown for each 'T aft or type of "] aborer," "workman," or
"mechan, ," empl')Yf~d ,)n thic; project.
The C i. t Y reserVE'S the r 19ht to reject any or all bids, to waive
rreguLlcities ind tu accept UHc bid which, in Lhe City's opinion, seems
mosl id\'lOt aqeouo' t( the C c t YUld in the best interest of the public.
<ITY OF CORPUS CHRISTI, TEXAS
is/'AngeI R. Escobar, P_E.
Director of Engrg. Services
s/ Armando Chapa
City Secretary
RevlS"-'O S/cO
NOTICE TO CONTRACTORS - A
NOTICE TO CONTRACTORS - A
INSURANCE REQUIREMENTS
Revised September, 2000
A Certificate of Insurance indicating proof of coverage in the following amounts
IS required:
TYPE OF INSURANCE
MINIMUM
-
INSURANCE COVERAGE
Property Damage
~---
INED SINGLE LIMIT
INED SINGLE LIMIT
--_.
WITH THE TEXAS WORKERS'
ACT AND PARAGRAPH II OF
INED SINGLE LIMIT
INED SINGLE LIMIT
ED
-11 and Supplemental Insurance
Requirements
D
-11 and Supplemental Insurance
Requirements
D
30-Oay Notice of Cancellation required on all
certificate s
Bodily Injury and
Commercial General Liability including:
1 Commercial Form
2 Premises - Operations
. 3 Explosion and Collapse Hazard
! 4 Underground Hazard
! 5 Products! Completed Operations Hazard
! 6 Contractual Insurance
I 7 Broad Form Property Damage
I 8 Independent Contractors
1~.l Personal Injury
r- ---------.-...-- ---.--.. -- m
[' AUTOMOBILE L1ABILlTY--OWNED NON-OWNED
OR RENTED
-.......-...----...--.---.. -'.,.-..-..,-.-. -..--, -,,_. ._-_._._----
;
I WORKERS' COMPENSATION
j
,
i
I_Erv1PLOYER~.~ LIABILITY
EXCESS LIABILITY
$2,000,000 COMB
$1,000.000 COMB
WHICH COMPLIES
COMPENSATION
THIS EXHIBIT
$100,000
$1,000,000 COMB
PROFESSIONAL POLLUTION LIABILITY,
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental discharge; to include
long-term environmental impact for the disposal of
contaminants
$2.000,000 COMB
REQUIRED
X NOT REQUIR
BUILDERS'RISK
See Section B-6
REQUIRED
X NOT REQUIRE
INSTALLATION FLOATER
See Section B-6
REQUIRED
X NOT REQUIRE
Page 1 of 2
)The City of Corpus Christi must be named as an additional insured on all coverages except worker's
compensation liability coverage
OThe name of the project must be listed under "description of operations" on each certificate of insurance.
-.:; , ~
OFor each insurance coverage, the Contractor shall obtain_an endorsement to the applicable insurance policy,
signed by the insurer, providing the City with thirty (30) days prior written notice of cancellation of or matenal
change on any coverage The Contractor shall provide to the City the other endorsements to insurance
policies or coverages which are specified in section 8-6-11 or Special Provisions section of the contract.
A completed "Disclosure of Interest" must be submitted with your proposal
Should you have any questions regarding insurance requirements, please contact the Contract
Administrator at 880.3500.
Page 2 of 2
NOTICE TO CONTRACTORS - B
NOTICE TO CONTRACTORS B
WORE? 'S CC:.:?E:,SATION COVERAGE ::-OR
BUILDING C? C2NSTRUCTION PROJECTS
F'OR CCVE?",NMENT ENTITIES
,. ~xas law r equi.::es t.ha:::. ':-.ost contracc.ors, subcc:-:c.~actors f and
)the~5 ;~oviding work or serv:ces for a City building or construction
prc~ ec ~ust be coverecJ. by worJr.er' s compensation insura~ce. authorized
sel~ - :sc.rance. O' en app:':;ved worke~' s compensa~:'c:l coverage
agree!":'ec:t:.
~ven ~f Texas law does ~ot require a contractor, subcontractor
or others performing project services (including deliveries to the job
slte) _~ provide 1 or the 3 ~orms of worker's compensac.ion coverage,
che C.t': will require such coverage for all individuals providing work
:>r se~': lces on this p,::oJ eo at any time. includi:lg during the
:nai,.::C:-.e.nce guarancy ;:>erioc :-:otor carriers .....hich aye required to
reg:s e- wlth the Texas Depar=~enc. of Transportation under Texas Civil
Stat~ces Article 6675c, and which provide accidental insurance
covera~c under Texas Civil Statutes Article 6675c, Section 4(j) need
not ;::0"1de 1 ot the 3 forms:f worker's compensation ceverage.
~he Contractor agrees :: comply with all applicable provisions
of T'.:xas AdministY.:'atl ve code 7itle 28, Section 110.110, a copy of
whict .5 attached and deemeci ~~corporac.ed into the project contract.
Please:ote that under sect~cn 110.110:
certalil language ~ust be included in the contractor's
Contract with the Ci~y and the Contractor's co~tracts with
subcontractor~; ana others providing services for the
Project.
the :::ontr2.ctor __5 r'equired to submit '.::0 the City
certificates of c:)verage for its employees and for all
subcontractors and others providing services on the project.
The Contractor is required to obtain and submit updated
certificates showing extension of coverage during the
Project. and
the Contract.or i..) ::equired to post ehe requ::'.::::-ed notice at:
the job site
By s' <;~,~ng chis Ccntrc.ct, :he Contractor certlfies that:':' will timely
com;:: ..Jith these Not:c:, lJ,':-cntractors "3" requirement.s.
NOTICE 70 CONTRACTORS . 8
IRevi~ea 1/13/9BI
p~ge 1 of 7
8/7 (98
.. ...~\... ... "-.l.......
fitle 28. ~Sll~-\~CE
Parr II. TEX..AS \'\.ORKERS' CO\IPE!'lSA TION COMMISSION
Chapter 110. REQCIRED NOTICES OF COvcRA.GE
Subchapter B. E:\1PLO'icR NOTICES
~ 110.110 Reponin!;! Requirements for Building or Construction Projects for Governmental
Entities
(a) The follov.ing words and terms, when used in this ruie, shall bve the following meanings, unless
the context cie:rrly indicates oth.erwlse T e:ms not defined in this ruie shall have the meaning defined in
the Texas Labor Code, :r- so de5nei..
(1) Cer1lii~te oIcoveRge (ce:-:ui<24eJ-":"" copy ofa cei'"..liiC3.te cfs.surance, J. cenmcate cfam..ooriry
to seu-insure :ssued by the ccr:uni.ssicG, or a workers' ccmpe:1Saccn coverage agreement ('!WCC-SI,
T\VCC-82, TWCC-83, or TWCC-S4), showing statutory workers' compensation insurance coverage
for the person's or entirys employees (inciuding those subjecr to a coverage agreement) providing
Services on a oroject.. for the duration of the projecr..
(2) Budding or ccnsuucion-nas the m~.i.'1g defined in the Texas L3.bor Code, S 406.096(e)(l).
(3) Comnc.or-A person bidding for or awarded a building or construction project by a governmental
enoty
(4) Coverage--Workers. compensation inS'.ll"aIlce meeting the stannory requirements of the Texas
Labor Code, S 401.011 (44)
(5) Coverage ~gree::::1e:1t-A wrine~ J.gree~ent on form nVCC-Sl, form TWCC-S2, form nVCC-S3,
or form TWCC-S4 filed with the Texas Workers' Comcensatioo Commission which establishes a
, .
relationship between the parties for purposes of the Texas Workers' Compensation Act, pucsuant to
the Texas LWor Code, Chapter 406, Subchapters F and G, as one ofemployerfemployee and
establishes who will be responsible for providing workers' compensation coverage for persons
providing services 00 the project
(6) Duratioo or-the prOJect-Includes L~e time from the beginning cfwork 00 the project until the
work on the project has bee:1 compieced ;o...;d accepted by the governmental entity..
(7) Persons rroVlciing services on Lf-Je proJe~ C'subccmraClor~ :..-: ~ 406.096 of the Act)-With the
exceptlon of oersons ex:!uded under suosections (h) and (i) of this section, indudes all persons o~
entIties pe:ionmng all or part of the services the contractor has undertaken to perform on the projec<.....
regardless 0'- wheLfJer lr:2.t pe:son conuac.:ed directly with the contractor and regardless of whether
that person has employees. TIjs lOciudes but is not limited to inde;Je~dent contractors, subcontractors.
leasmg companies. motor carriers, owner-operators, employees of my such entity, or employe~s ~f
anv e:1t1ty fi.:rr.ishing persons to perform se:vices on the projecr. "Services" includes but is not li......~ted
hltp v.,.vw sc,.SIJ.te:".c:Jtac!23!LIJI }O/B/lIO 1;0 html
~IOTICE TO CONTRACTORS - -
Revi.sed 1/13/98)
paqe 2 at 1
817/98
:::'S T
Page 2 c:-:)
,(J [' .~
~'Jlm; 0; Je:,,:',e:-1ng e~UlOrr.e:J:: or -:::::c:-::tis, cr ~r:::\lding labor, ~,;L.SpC;:~::cn. or athe;
::;:',::::.:: ~)'OIC-__ :':~;vJces c,es not l;',~;:":::e actl".-;:::e~ c;:-.:-eiated to the proJe:::. o:lcnas
e, '::~ ':::>:100!5, :.z.c:e su['piy cc:.:'.'enes, "-__..: c~!iverv c~r- ::or:aole toue::s,
,e:--~,
!OC
(8) Prclc-:;:--",-,ciudes we cr::"1sion of:ill se[YIces r'::~:ed [0 a ct.:~ci..'1g or construcTion c;:;:::;-act for a
gove~.,~e:::~ ~:1rJt)'
(b) Pre'v1oir.:; or causlIlg to ~e proVlded a cerufica:e O! coverage t:'ursuant to this rule is a
represc:::2.:';,:::: DV the insure~ :hat all employees cf :l.e insured who are providing services en the
proJcc: ~e C::', ered by worKers' compensation coverage, that the coverage is based on orODer
reporun~ of c;J..Ssmcation coces and payroll amour.::s, and that ail coverage agreements'ta~e been filed
with the a~::rcDriate lIl5urance carrier or, in the case of a self-insured, with the conunission:s Division
of Se!.f. Lr:.s:...r2.:':ce ReQUiauo!'~ ?rovlding false or misi~ding cerLilicates of coverage, or railing to
provldc or calmam reqUlre:i coverage, or failing te re?ort any c::.ange that materially aiIe~..s the
proVlsion of coverage may subject the contractor or other person providing services on the project to
adminisL-a:::'.'e 8enaIties, :rirninaI penalties, civil pe::ziues, or othe: c;'v-il actions,
(c) A govei.'.:::e:JtaI e:1titv 11-.2L enters into a buildi.~g or consuuc-...:on contract on a projec:: shall:
(I) mc:ude U1 tJe bid SpeCllC3.Uons, all the prOVlSlons of paragnpn (7) of this subsecricl1, l:sing the
language re:::uired by paragraph (7) of this subseC:l::U:
(2) as pan o( L'1e conrrac-.., l:sing the language required by parag:rc.ph (7) of this subsection, require the
conL-ac::or to perform as required in subsection (d) of this section;
(3) obum zc;n the contr3.c:or a certificate of coverage for each person providing services on the
project, ;;rior to that person beginning work on the project;
(4) obtam ITem we con~acror a new certificate ofwverage showing extension of coverage:
(A) before tr.e end of the ct:.r:'ent coverage period, iF Lie contrac":or's current certificate of coverage
shows that tb.e coverage per:od ends dwing the duration of the project; and
(B) no rater:!-...m seven days a.4:er the expiration of De coverage for each other person providing
SefV1ces on the project whose current certificate shows that the coverage period ends during the
duration of the project;
(5) re~ ce:micates of coverage on file for the duration of the project and for three years thereafter,
(6) provide 2 copy of the ce:-ificates of coverage to the commission upon request and to any person
entitle~ ':; them oy law; arld
(7) use [:Ie ]2I.~-u2ge ccnt.lli1e:i lil the followmg Figure i for bid specmcations and contrzC:S, ';.ithom
any additional words or cnanges, except those required to accOInmodate the specific document in
which thev ere ::omained or ,0 impose stricter standards of dOCll::1emation:
T28Sl10110(c)(7)
tbl
http://\<"'^'\'\'5()SS~2:e[xuSI.,1c'2S/Il; ] ] 0113111 0 110 htlTJ
NOTICE TO CONTRACTCRS - 3
Revi5ed 1/13/981
paqe J at' 1
8/7/98
_ I.' 10 II 0
Page j of 6
:) i\ contractor snziL
;) proV1de coverage for its empicyees providing services on a project, f:;;- t.~e duration of the projec~
::2Sed on propei re?oning of class~c:::'::Qn codes and P;?jTCU amounts a..-:c E::g of any coverage
::greemems;
,2) provide a certificate of coverage snowing workers' corn~ensation coverage to the govenunemal
~:lory prior to beginni:lg work on :he ;:roject;
(j) provide the gove:nmentaI enti~.., ~~or to the end of the coverage pericd, a new certificate.of
:;Jverage showing extension of ccvenge, if the coverage period shown on the contractor's current
:errificate of coverage ends during the duration of the project;
(4) obtain from each person proviciing services on a project, and provide to t."le governmental entity:
(A.) a certificate of coverage, prior to that person beginning work on the project. so the governmental
e:loty v.ill have on file certificates or coverage showing coverage for all pe:sons providing services on
:,-.e prOlect~ and
(3) no later than seven days after :-ecei;n by the contractor, a new certificate of coverage showing
elCtension of coverage, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(5) retam all required certificates of coverage On file for the duration of the project and for one year
thereafter,
(6) notlly the governmental entity in Vlriting by certified mail or personal delivery, within ten days after
the contractor knew or should have y..nown, of any change that materially affects the provision of
coverage of any person providing se..-yj~ on the project;
(7) post a notice on each project site informing all persons providing services on the project that they
are required to be covered., and stating how a person may verify current ccve.--age and report failure to
provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed with a title in at least 30 point bold type and text in at
least 19 point normal type, and shall be in both Fnglish and Spanish and any other language common
to the worker popularion. The text for the notices shall be the following text provided by the
commission 00 the sample notice, without any additional words or changes:
REQUIRED WORKERS COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services rdated to this
construction project must be covered by workers' compensation insurance. 1":-js includes persons
providing, hauling, or delivering equipment or materials, or providing labor or transportation or o~er
service related to the project. regardless of the identity of their employer or statuS as an employee.
"Call the Texas Workers' Comper..sation Conunission at 512-440-3789 to re~eive information on the
legal requiremen[ for coverage, te verify whether your employer has provided the required coverage,
Of to report an employer's failure 10 provide coverage"
~ttp:IJwv,."WsOS_$tate_tx uS/tad28IIIJIIO/BIlIO.IIOhtml
NOTIC$ 7~ CONTRACTORS - B
Rev1~ed 1/13/981
l'a.qe .( 0' 7
snl98
::'S T r. 1 C page 4 or b
(8) c. ::: ~~c::.;2il\' :e8~:::; '2::::: ::;e:-sC~ \\nlll \,'rocr.. :: comrac::; :: ::~c\.;cie services c:-: .1 ;:roject to:
(A) prO\10e coverage :)2..Sd on prv~er re::'o~g o{ dassificauon caces 2.!1d payroii a.-::oums and filin'!
of am coverzge agree~e-::s for 2i d its eXFieyees provicii..'1g se""1Ces en the projec:. far the duratio;
cfthe ~[oJec:;
(B) prc'.1de a ceru5c.:.;:e .,' :overage to tne CO;J.:.~ctor prior to that oe:-son begirull..~g ',^..ark on the
pro] c:;:
(C) L:1ClUCe ill all con:.r-acs:o oro"loe se"nces or. we proJec: ;:je ianguage in sUDse::-..:cn (e)(3) oftrus
section
(D) previde the cont.r-ac::::, prior:o the end of ::he coverage pe:-ioa, a new certiiicz:e of coverage
showing extension or' coverage, u the coverage period shown on the current certifica:e of coverage
ends during the duration of the project;
(E) obtam from each 0&':;:- ::erson with whom i: comrae:s, and provide to the con:r2.c:or:
(i) a ce:Uficate of coverage, prior to the orner ~e:;;on beginrling worK on the proje<::; :!--rd
(u) poor to the end of the coverage period, a new certificate of coverage showing exte::sion of the
coverage period, if the c.overage period shown oa the curre:1~ ce:-tmcate of coverage ends during the
dw-ation or the projeCt;
(F) ret2ffi all required c~:-.ificates or coverage en file for the duration ofille prajee: a:~d for one year
there:!...1. er;
(G) notify the governmental entiey in writing by certified mail or personal delivery, v.ithin ten days
after the person knew or should have known, of any change that materially affeas the provision of
coverage of any person providing services on the project; and
(H) coorracrually requir e ~ch other person w1t.U whom it cantrac:s, to perform as required by
subparagraphs (A)-{H) of this paragraph. with the certificate of coverage to be provided to the person
for whom they are providing services.
(e) A person providing services 00 a project, other than a contractor, shall:
(1) proviae coverage for its employees providing services on a project, for the duration of the project
based on proper reporung of c1assmcation coaes and payroil amounts and filing of any coverage
agree:::ems;
(2) provide a certificate o{ cove:-age a.s requird by its contract to ?rovide services en the projec,
prior :0 beginning work on the projet:;L
(3) h2.ve the foilowmg language in its contract to provide services on the project: "3y signing this
contraCt or providing or causing to be provided a certificate of coverage. the person signing this
contrac:. is representing to the governmental entity that all employees of the person signing this
conn .:c: who v.:ill pro'vloe services on the project vtiU be covered by workers' compensation coverage
httpi/"'-"VVv' SOS.state txlsltad2SlilJ Il O/BIl1 0.110 hun!
NOTICE TO CONTRACTORS - B
Revi.sed 1/~J/9BI
Page 5 c f 7
8n/98
~O .I.:'"
.,) . ~.,.;
rdgeJOIO
tor t. ~ ,.::.:.;-atlon of;1:e pro.iect, that the c~':erage Mll be ~~ed on proper reporting of classification
codes aIle payroU 2...::0UnIS. and that all coverage agreer:1e:::s '.viiI be filed with the appropriate
insur~ce czrrier or, :.:: the case of a self-ir..screci. 'Nith the commission's Division or Self-Insurance
Regt;1aoon. Proviciing false or misleading i.-.:ormation may subject the contractor to administrative
peD2..ities. criminal Fe::alties. civil penalties. or other civil ac-..:ons."
(4) prO'l1oe the person for whom it is providing services on the project. prior to the end of the
coverage period shown on its current ceruncate of coverage, a new certificate showing extension of
coverage.. if the coverage period shown on tile certificate of coverage ends during the duration of the
proJe~;
(5) QOtalll from eacn person providing se:-vices on a proje~ t:nder contract to it, and provide as
reqUJ.reC by its contract:
(A) 2. certificate of coverage, prior to the other person beginning work on the project; and
(B) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period. if the coverage period shown on the current certificate of coverage ends during the
duraeon of me proj~;
(6) retaUl all required cer"...iiicates of coverage on file for the duration of the project and for one year
theremer;
(7) nowy the goverr1;Ilental entity in writing by certified mail or personal delivery, of any change that
materially affects the provision of coverage of any person providing services on the project and send
the notice within ten days after the person knew or should have known of the change; and
(8) contractually require each other person with whom it contracts to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any CDverage agreements for all of its e."':lployees providing services on the project. for the duration
of the project;
(B) provide a certificate of coverage to it prior to that other person beginning work on the project;
(C) include in all contracts to provide services on the project the language in paragraph (3) of this
subsection;
(D) provide, prior to the end of the coverage period, a new certificate of coverage showing extension
of the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration cr the project;
(E) obtain from each other person under c:::ntract to it to provide services on the project, and provide
as reouired by its contract.
(i) a cemncate of coverage, prior to the other person beginning work on the projec~ and
(ii) pnor to the end of the coverage period. a new certificate of coverage showing extension of the
coverage period, if the coverage period shoVlll on the current cenificate of coverage ends during the
http://v.rv.rwsos.state:xusltacl28/II1110/B1l10110.htm1
NOTICE TO CONTRACTORS - B
Revi$ed 1/13/981
Page 6 of 1
817/98
Page 6 of6
) t:\
:J
dUrai.lOC C{ ::1e GontraG:
(F) relam ail ;'ec:Ulrea 'e;-:::::~:es coverage on file for the duration cf ~he project and for one year
ther~,-itc;
(G) noufv the govemme:::ai e::~ry :.n wnring by ce....tified mail or pe....sonai delivery, within ten days
after the person knew or should have known., of any change that Inate:-:ally affects the provision of
coverage of any person provicing services on the project; and
(H) conrrac:uaily requu-e ~c:: pe:-son with whom it contracts, to perform as required by this
subparagrapn and subparagrapns CA)-{G) of this paragraph. with the ce:Uficate of coverage to be
proV1ded to the person for wham they are providing services.
(f) If any provision of this rule or its application to any person or circ.l:nStaIlce is held invalid, the
invalidity does not affect other provisions or applications of this rule that can be given effect without
the invalid proVlsion or aoplication., and to this end the provisions of this rule are declared to be
severable
(g) This ruie is applicable for building or consuuction contractS adver-jsed for bid by a governmental
entity on or after Septemoer l, 1994. This rule is also applicable for those building or construction
contracts entered into on or after September 1, 1994, which are not required by law to be advertised
for bid
(h) The coverage requirement h"1 this rule does not apply to motor carriers who are required pursuant
to Texas Civil Statutes, Article 6675c, to register with the Texas Department of Trans po nation and
who provide accidental ir.surance coverage pursuant to Texas Civil SUtutes, Article 6675c, 940).
(i) The coverage requirement in this rule does not apply to sole proprietors, partners, and corporate
officers who meet the requirementS of the Act.. ~ 406.097(c), and who are explicitly excluded from
coverage in accordance 'Nith the Act, S 406.097(a) (as added by House Bill I 089, 74th Legislature,
1995, S 1.20). TIlls subsecrjon applies only to sole proprietors, partners, and corporate executive
officers who are e.,xduded from coverage in an insurance policy or certificate of authority to self-insure
that IS delivered., issued for delivery, or renewed on or after January 1, 1996.
Source: The provisions of this S 110.110 adopted to be effective September 1, 1994, 19 TexReg
5715; amended to be effective November 6, 1995,20 TexReg 8609.
Return to Section Index
http://www sosstate. tx.U :;itaci2SIlIl II O/B111 0 llOhtml
NOTIC~ "0 CONTRACTORS - B
Revi~ed 1/13/981
paqe 7 of 1
gn /98
SECTION A
SPECIAL PROVISIONS
SOUTHS IDE WATER TRANSMISSION MAIN
PHASE 5
RODD FIELD RD. TO WHITELEY DR.
SECTION A - SPECIAL PROVISIONS
A-l~~e and~~~~~_o! Receiving Proposals/Pre-Bid Meeting
Sealeo proposals wIll be received in conformity with the official advertisement
inviting bids for the project Proposals will be received in the office of the City
Secretary, located on the first floor of city Hall, 1201 Leopard Street, until 2:00
p.m., Wednesday, January 25, 2006 Proposa]:3 mailed should be addressed in the
follovJ; nq mannCl-
~ity ot Corpus Christi
~ity SecretalY's Office
i201 j,eopard Street
Corpus Chrlsti, Texas 18401
ATTN: BID PROPOSAL - SOUTHS IDE WATER TRANSMISSION MAIN
PHASE 5 RODD FIELD RD. TO WHITELEY DR.
l\ pre hi j meet in9 1; s'hedulecl for Tuesday, January 10, 2006 beginning at 2:00 p.m.
The pIC bid meeting Wi 11 convene in the Utilities Building Conference Room, 5352
Ayers Street (corner of Holly Road and Service Center Drive) and will be conducted
by the ci ty of Corpus Christi, The meeting will include a review of the project
Co cope ! lowed by a question 'lnd answer session.
No addil ,o~dl or !:.',::'parate_:'Jisit:...at ions wi I] be conducted bX the City.
A-2 Definitions and Abbreviations
- -
Section 8 1 Df t he:;eneral Pc)vi s 1 ons wi I I govern.
A-3 Description~~-.!'roject
This project consists of excavation and backfilling, installation of approximately
5.57 mdes of 42" diameter, corrosion protection, cathodic protection, valving, Cayo
Del Osu ,:rossing tunneling and boring, and miscellaneous items of work required to
complete the proje"t in acce,rdancc with the plans, specifications and contract
document
A-4 Method of Award
The bJ ls wi I I be '''Jiluated ba:;cd OJ! the availability of funds and in the following
priority order:
Base Bid 'A' OF Base Bid 'B', INDIVIDUALLY,
It 1': the B 1 dde r " optlon te .; ubrn i t d bi d package for Base Bid 'A' or Base Bid
Indicate "No Bid" on the proposal form if not submitting a bid for Base
Bid 'A' or Base Bid 'B'_
Award wlll be bailed on th( lowest TQt<o!J of Rase Bid '/I.' or Base Bid 'B'
INDIVIDUALLY
The Ci Y reserJes the
'0 accppl the [,id wLict
In the t}l '.:-:,t :. n e rF~r~! n
ight tel reject any or all bids, tu waive irregularities and
HI th..: eil j ,.' opinion. is most advantageous to the City and
tll,' puhl ; r
Section A SP
(Revised 9/18/00)
Page 1 of 32
~.l~rJat ion 01 Measuremeni. ~nd~paym~nt
Water MaiL Pl~-,-
Wate] Pipe we 11 bf> mea;;ured by the linear foot of pipe for each
type Jnstalled, regardless of the depth. Measurement will
horizontally along the centerline of pipe from center to center of
rhis item includes but i;.; not limited to the following work:
a. Trench E:xcavatip!l, including removing and disposing of existing
unslutable soil, pavement, etc.
b. Furnisbin'l and installing pipe (bar wrapped concrete steel cylinder
plpe, due ile irJn pipe or ;;tee1 pi pe), concrete thrust blocking as
specIfied in the plans and specifications and any other items required
to complet-e the water system improvements in accordance with the
C'ontract Documents that are not measured and paid for under another bid
item
Making an. connectiullc: to eXIstIng lines as required to complete the
watel fc:ystem imp! ovements ready fOT use.
d. Placing dnd compacting embedment and trench backfill
furni shinq the select bedding material) .
e. Grading and cleaning up of pipe trench and affected area.
f. HydrostatIc testing, sterilizing, dechlorinating and flushing of
completed Line. AU blow-off valves (in addition to those shown on the
Bid Propo,;al) and taps required t:o test, sterilize and flush the
transmissIon main
g. Restraining joints
Specifications.
h. Furnish restoration of property of all disturbed areas as specified in
t:he Contract Documents.
Furnlsh corros iOD and ,:athodic pr otect ion of water I ine as per Contract
Documents
J. Furnish Storm Water Pollution Control as
Documents
k. Furnish traffic control
1. Pre construction exploratory construction per Special provision A-47.
m. Demol it ior! and removal of above ground and below ground improvements
wJ.thin pf.rmanent ea3ement according to Local, State and Federal
ReguJat iOlls.
n. Loading, hauling and unloading suitable excess material removed from the
trench excavation to the City's property at the J. C. Elliot Landfill
site (suitable excess materidl becomes the city'S property. The Owner
shall decide what is :;u i table excess material). Providing final grading
oj "toc kp led mater Lal to provide smooth grades and with maximum side
slopes of L foot v-erllcal to 4 foot hori.zontal. Unsuitable and unwanted
material, as determined by the Owner, shall be removed per Special
Prov s on "-.-16
size and
be made
fitting.
{ including
as
called
for
In
the
plans
and
Technical
specified in the Contract
2 Water P12e Fi ttings (including.e..lugs and blind flanges):
Th{s-item" wi! Ibemeasu"r<,~d by each Indi-vldu-ci"l fitting-for each size and
type listed (n the Propo:3al. This item includes but is not limited to the
fo1.10wLng WOlK:
a. Trench Eycavati on, I Deluding removi ng and disposing of existing
unsuitable soil, pavement, etc.
b. Furnishincj and installing the fitting (16" and smaller fittings to be
wrapped i!1 pol yet hy 1 ene) .
.>. Furnishinq and installing restraining Joints on all fittings as called
for :n the plans and specifications.
i. IncludE t:l," cost)f furnishing and instal i iny any adapter, tap, blow off
valve eer special fitting required to complete the installation ready for
use in t_he appropriate bid item
~. P acing aId eornpactinq backfil I ( ncluding furnishing the select bedding
ITldt,Pl. i I)
Section A - SP
(Revised 9/18/00)
Page 2 of 32
f Gradinq aid c~leal1inq up at pipe trench and affected area.
~utte~t iy
rh s item
and t.',TIK
NC'k.
Va ves and Vaults or Boxes:
^ ____n_____ ______n____
WI 1 be measured by each individual butterfly valve of the size
nstllled_ Thi,; item includes but is not limited to the following
b
Fitrl1j~;hinCl and in::~t<J-
a:ld spcci ied her eill,
F'lrn lshinq and lnstalllllg valve 'faults or
for on thE Drawings and specified herein,
b')X'ct; "ha 1 match the finished grade_
Fdrnishinu and installing a concrete pad under each valve not enclosed
in a vault
Flrn lshinu and i nst ell i i ng gaskets and restraining joints on all MJ
butterfly valves
Pli'l lnq ard compilctinq hackfiil
md t c i d 1 )
Gradlnq ar'd cLearnnq up of pipe trench and affected area.
ing butterf '! valves a~ called for on the Drawings
boxes with covers as called
Top for the valve vaults or
cL
(,ncluding furnishing the select bedding
f
4 S_Leel CaslIlg U!nstalL--'~I1Jy" Installed by Tunneling, Boring or Open Cut:
This item wi 1 be measured by the linear foot steel casing installed by
tunnel ing biring or open cut, The City has 170 LF of 66" dia. steel
casing pipe;tockpi ed at the Staples Street Pumping Station. This item
includes but is not limited to the following work:
a Con! ractol wi 11 load, transport and unload 66" steel casing pi pe
stockpi Ie" at the Staples Street Pumping Station (See location map,
Sheet No 1)
b Tunnel pits and tunneling or bore pits and boring.
c. Instal ing (including welding and bolting and, when required, grouting)
. .
plpe casJ.lig.
d, Inst a] lnq carrier p~pe where shown (carrier pipe is to be paid for
under the water pipe line item)
e. Sealing the ends of the casing.
f, Furnishing and install ing carrier pipe spacers as described in the plans
and Contract Documents.
g. FurnLshinq and instal ling marker signs, vents, and test leaders at each
end of ca"ing as specified in Technical Specifications or on Plans.
5 ~ee Lc:~~ll!9. ~Ils_ta}:J ed tly . 'I'unne,~_~~g,_~~r.l~~ .QEen Cut:
This item will be measured by the linear foot steel casing installed by
tunneling buring or open cut. This item includes but is not limited to
the followinq work:
a. Tunnel pits and tunneling or bore pits and boring.
b. Furnishinq and insLalling (including welding and bolting and, when
required, grouting) pipe casing.
c Instal I inq carrier pipe where shown (carrier pipe is to be paid for
under the water pipe line item)
d. Sealln'] tIe ends of the casing.
e. Furnishing and installing carrier pipe spacers as described in the plans
and Cant rdet IlOCllment r;
t Furnlshinq and instal ling marker signs, vents, and test leaders at each
end of ca~ing as specified in Technical Specifications or on Plans.
6 Ai~ReJea,~('hamber, Surge Relief Chamber, Blow-Off Valve:
This item wi 11 be mea~3Ured by'-'::;;;~h' indi;"idual installation_ This item
include,;, bu' is not 1 ~mlted to, the following work:
d. Furn shinu and installing transmission main Laps, valves, miscellaneous
plp!m; v nt~;, nunhoiec;, elmJ LJuelrd posts (other than the guard posts
1 i st',d in the Bid Prnposal) required to complete the installation in
a'~ccrdanc'" with the Contract Documents that are not measured and paid
f,)r under anothel b "d : tem.
Section A - SP
(Revised 9/18/00)
Page 3 0 f 32
b. Top of ch,nnbers and valve boxes shall match the finished grade, unless
shown nthprwise on the plans
.. Grading and cleaning up of installation and affected area.
GuaJ::.d~ost~d_nd Met~_al_P~E>!- with_~~~:
This item wi 11 be measured by each individual installation. This item
include~', but it not limited to, the following work:
.L Furni shinq and instal LLng post, concrete, sign and paint required to
compJete the 1nstalJation in accordance to the Contract documents that
are not measured and paid for under another bid item. Note that guard
posts and signs required for air release and surge relief chambers and
blow off alves are paid for under those bid items.
o. Top of concrete footing shall match the finished grade, unless shown
otherWlse ~n the plans
Grading and cleaning up of installation and affected area.
1. Cuncrete F"mred inside .]uard post shall be domed for drainage and shall
have- a .3mooth :ir:iscl
,j
Cay~ Del (:Jso Water Main Crossing;
This item will be measured by Lump Sum tor the Cayo Del Oso crossing by
marine construction techniques. This item includes, but is not limited to,
the following work:
'i. Provide all equipment and labor necessary to install 42" diameter water
ma in by ,;tandard and marine construction techniques under the
Cayo del Oso fn)m Station 75+38 to Station 100+15 as shown on the
plans.
D. Site preparation and access for
Trench excavation, including
unsuitable soil, pavement, etc.
d. Furnishing and installing pipe, valves and fittings (all pipe, fittings
and surface appurtenances, including carrier pipe, between Sta. 75+38 to
Sta 100+]5 shall be subsidiary to this bid item).
F'. Furnishing and installing pipe and fittings necessary to connect each
end of crussing pipe to transmission main.
Furnishinq and installing any wyes, reducers, isolation valves, air
release and sample chambers, blow-off val ves, access manways, pipe
anchors, guard posts, special fitt.ings and backfill required to complete
the Contract Documentl; that are not measured and paid for under another
bid item.
j. Placing and compacting backfill (including furnishing the select bedding
material) to the finish grade shown on the Plans.
h. Grading and cleaning up of Cayo Del Oso crossing and affected area
(Station -5+38 to Station 100+151
i. Providing water for construction.
J. Loading, hauling and unloading suitable excess material removed from the
t.rench excavation to the City'S property at the J. C. Elliot Landfill
site (suitable excess material becomes the city'S property. The Owner
shall decide what is suitable excess material). Providing final grading
or stockp; led matenal to provide smooth grades and with maximum side
slopes Df ) foot 'Jerti cal to 4 foot horizontal. Unsuitable and unwanted
material, as determined by the Owner', shall be removed per Special
Provision /\-16
1<:. Furnish corrosion dnd cathodic protection of water line as per Contract
Documents
Pre constr~ction exploratory survey per Special provision A-47.
~. Restraining joints as called for in the plans and Technical
Specifications
II. Furnish sl ann water pollution control as specified in the Contract
Dccuments
o. Furnish traffic control
[l. Hydrostatj,; testing, ,;teri 1 iziog, dechlorinating and flushing of
completed line 1\1] blowuoff valves (in addition to those shown on the
Bid Propo',al) rtnd cap'; required to test, st.erilize and flush the
t r an:_Jml ss i )n rna ir
const.ruction and ancillary equipment.
removing and disposing of existing
Section A SP
(Revised 9/18/00)
Page 4 of 32
q Demol i' io!, and t"'mOV.l I of above ground and below ground improvements
with n prTmanent CcL;ement according to Local, State and Federal
R'~gu iat iOLs.
F'lrn st!, nstal! and maintain turbidity curtain required to prevent
migration ,[ sedirner:t from di,;turhed ar-eas ldjacent to, or within, the
CJV D,'l '>0
9 Repa iong Lime Stabdized Subgrade:
hi-;TIestabi lL.atTon -(;r exTst-.Cng sllbgrdde to convert to a sub-base will be
measured by f rIe square yard of complpted base of the thickness indicated on
the drawi ngs The I! me will not be measured and will be considered
SUbsidIary t, this hid tem. This item Includes, but is not limited to,
the followino work: fur-nishing and placing the lime, mixing and compacting
the '3ubyr,ide a:; 3hown on the drdwi;lgs and specified herein.
1" Repairing Flexible Base:
Flexible bas" (ca-Uche)- shall be measured by the square yard of finished
base course c,f t.he thickness indicated on the drawings or specified herein.
This iLem im Ludes, but i,; not limited to, the following work: Furnishing,
placing and ~ompactinq the flexible base as shown on the drawings and
specified herein
1 Repairing Hot Mix Asphal tic Concrete Pavement:
Hot M"lxHotU L:aid -A,lpha -j t ; c Concret e Pavement shall be measured by the
square yardlf finished pavement of the required thickness. This item
includes, but is not limited to, the following work:
a Furnishin<.) and 'lpplying prime coat as shown on the drawings and
speclf ed herein
b. FurnLShiIl'l, placJng and compacting <J.sphaltic concrete as shown on the
dLawings "nd specified herein
L Repairing Concrete Pavement:
Concrete pavement shal1be-;TIeasured by the square foot of finished pavement
ot the requir ed thicknef3li and will include placing formwork, furnishing and
plac ng concrete and #4 steel reinforcing bars at 12" on center to match up
to the exi st ng concrete pavement:.
~_~lring C~ncr~.t~_.'::llrb and9ll.tte.r:.:
This item wi I i be measured by the linear foot and will include, but is not
limited tc constructing formwork, placing dowels and furnishing and placing
the concrete and re i.nfon: ing steel to match up to the existing curb and
gut t(, r
Re~l.r illg Concret.e Sidewalk.. and Dr iveways:
Concrete sidewalkshal1' be measured by-the
the followincJ.
a. Furnishing and
b. Furnlshing and
~. Fil III j sh im! and
square foot and shall include
placing
placing
placing
formwork.
concrete
6x6 #6 wire mesh to match existing.
1 '. Rec::onstruct Saui tary Se~":..:t"_. Laterals:
This item will be measured per each and includes, but is not limited to,
the fol.lowing work:
a. Fllr'nlshincJ the PVC l;p'NP[" pipe and cleanout
b COllllcctinq the latetal to the sanitary sewer main.
~ Construct ng cleanout and connecting new lateral to the existing sewer
lateral at the property line.
d. lncludlng 111 other materials tu complete the work.
e. Cnn+-ractol to provide all equipment to maintain the sewer flow during
construct1 )n.
II ~c'2nnectln9 3anitalL_S_~wer~...!-_e.r__~L:::
This item IS meaf;ur,.d pet each dnd includes, but is not limited to, the
foll,)winq
Section A SP
(Revised 9/18/00)
Page 5 of 32
a, DLsconnectlng and reconnecting the
sani tar y ,:ewer main
b, Including .,111 materIals to complete
Conn'acto to providE all equipment
construct. '::>n
existing sewer lateral to the
the work.
to maintain the sewer flow during
T.!encJ1. Sa f ~ ',' _
Trench Safet'
sha lL i nc ud,,,
Specificatior.
shall be measured by the linear foot for all trenches and
the cost to provide trench safety as set out in Standard
Secti C'll 022022 Trench Safety for Excavations.
18 Dewat:ectng:
This -item"shall be measured by the ) inear foot of trench where dewatering
is needed to keep the excavation dry, as approved by the Engineer, and
'3hal includ, all costs to provide a dry foundation for the proposed
Impr()v,..nprds including supplying and installing the geotextile and crushed
,;tone as sho....n on Details em Sheet 31 (Geotextile and crushed stone will be
paid fDr ,mder the appropr iate bid items). See Special provision A-61
Dewatering,
19 Geotextlle:
Geotext:jI'f sl,all be measured by the square yard of furnished and placed
qeotext Ie at the type indicated on the drawings or specified herein.
20.Crushed Stone:
Crus-hed-stonE shall be measured by the square yard of furnished, placed and
compacted crushed stone of the th i ckness indicated on the drawings or
spec fied herein
21 ,Remobiln~ation:
-_.._~--_._._.._--- -~._~
This item will be measured and paid (if needed) per each individual
remobilizaticn resulting from delays due to permitting or land acquisition
and as outlined in Sect ion A-51 of the Special Provisions. This item
includes, but is not limited to, the following work:
a. Moving in equipment and moving out equipment.
b. Storage charges for equipment for 30 days.
~. Stockpiling charges for stored materials for 30 days.
d.. Loss of pr ,')fi t due to stoppage of work for 30 days.
22 Disposal oUontaminated Soil:
This item will be measured by the cubic yard where contaminated soils, as
defined by A52, arE' found within the project limits.
!' Dt iU'!y !'llo.....anc:.l': ;
Contractor shall insert the figure noted in each Base Bid in his bid
proposal, This item shall be used for unforeseen circumstances. Payment
"hall bE' negotiated for each circumstance.
24 [terns Not Listed on the Proposal:
Items -of-work not-Tisted~~on the' Proposal form necessary to complete the
proj eet a~; shown on t he drawings and as specified are considered as
subsidlary t" the establ ished bid items and there will be no separate
payment Thf ,r cost should be included in the appropriate bid item.
A-5 Items to be Submitted with Proposal
The fulluwing items ~le ,r~qu~~ed to be submitted with the proposal:
5% Bid Bond (Must reference Project Name as identified in the Proposal)
(A Cashier's Check, certified check, money order or bank draft from any State
or National Bank will also be acceptable.)
Disclosure of Inlerests Stacement
Section A SP
(Revised 9(18(00)
Page 6 DE 32
A-6 !ime of~letion/Liquidated Damages
To mi nirn! ze inconvenic':nce to the 'lenera I public and to minimize their exposure to
dange,olJ" cOn(1it~lons, 'he -,'ontrdct,,, will be required to follow tight scheduling for
const,w t ionH1d wIll be required to meet dead lines for completion of each phase
i~hown bc-low.'he P]OjE-ct has been di.vided into phases. The contractor is required to
complet~ each ph.'Is.... b,-fore p'oceed .1g to dny other phase. At anyone time, except
as noted above, the contractor will not be allowed to start or work concurrently in
more than two phases. rime durat LOll for construction is allocated for each phase and
[f th. ','Jork i.n that phase is not <umpletels ,;hown below, liquidated damages will be
.'Issessed for ,"ach tiay the work is delayed A penalty in the amount of $ 1,000.00 per
calendar day wi 11 lle ssessed aqaj nst the contractor as liquidated damages.
'~~omplet ,n ~;h.)l to'.
plan, SflCc}fi':::at Ions,
lsed on S'lt
and contr'let
tactorv work. completed, in accordance with the
documents and accepted by the City.
Start o! Project is initiated by the Notice to Proceed.
The worklng time for 'ompletlon of the entire Project will be 220 Calendar Days.
Each phase at r.he Pr';ject shal] be completed within t,he number of calendar days
allocated as describe in the following;
Phase I Station HO" to Stati':Jll 106+80
Phase II Stat iun 10\-t-80 to r;tat ion 21:2t63
Phase III -- Stat.ion :2 12+63 t) StatIon 29',+'; 3
Phase IV - Contra!:' Closure
75 Calendar Days
75 Calendar Days
60 Calendar Days
10 Calendar Days
Days Allocation for Rain
The Cun! (acL-or sha Illnticip,lte the followimj number of work days lost due to rain
i.n determining the cO.jtract schedule and for each phase of the contract. A rain day
is de fined as any day in whi.:h the amount of ra i n measured by the National Weather
Servi ce at the Power Street Stolmwater Pump Station i~; 0.50 inch or greater. No
extensiun of t:ime wil be considered until the expected number of rain days has been
exceeded and the Engineer has agreed that the status of construction was such that
t.here WdS an impact detrimental to the construction schedule.
January .3 Days May 4 DaY~3 September 7 Days
Februdr Days ,JlJTlf' '\ Days October 4 Days
Mal ell :; DaYf; Ju ; ~ Days November 3 Days
Apr il Days August 4 Days December 3 Days
rhJs pr eet 15 essel rial!1' a ()uflf-ltruction ,'ontract for a period of 220 Calendar
Days, a~ det.ai led above in thesl' .:ontract documents. Damages for exceeding the total
time dllotted shal b0 independent of damages assessed for each phase, as described
above
After Contract Award and pF~ construction meeting is held, the Contractor shall
commence work within ten (10) calendar days after receipt of written notice from the
Directo, of Engineering Senrlces () designee ("City Engi.neer") to proceed.
For each calendar >lay that a,]y work remains incomplete after the time specified in
the Contract for completion of the work FOR EACH PHASE or after such time period as
ext.ended pursuant. to other provi~;ion;3 of t'his Contract, $1,000 per Calendar Day will
be asses~3ed aga insr the Cont '.-actor as 1 i qu i.da ted damages. Said liquidated damages
'Ire not Lmposed as a penalty but 1S an estimate of the damages that the City will
sustain from delay in completion c( the work, whi.ch damages by their nature are not
capable (If precise prlof. Th" D i I ,,,,Lor of Enyineering Services (city Engineer) may
wiLhhol,j and deduct from monies otherwise due the Contractor the amount of
liquidated damages du, the eLLy from the monthly pay estimate.
Section A SP
(Revised 9/18/00)
Page 7 of 32
A-7 Workers Compensation Insurance Coverage
[f the 'ont ract or's '"orkers compensation Insurance coverage for its employees
'NorkiJ'9 Dn the Pro lec' is termi nated or canee led for any reason, and replacement
Norkers :':ompensation Insurance coverage meeting the requirements of this Contract
;s nol ,Ii effect: on tbe etfec~ivr:: date of cancellation of the workers' compensation
Insurance coverage to De replaced, then any Contractor employee not covered by the
"equi Pel 'Nor ker,;' compensat ien i llsurance coverage must not perform any work on the
Proje('t
Furthermore, fOl cacl calendar day including and after the effective date of
terminat Lon or cancell ation of the Contractor's workers' compensation insurance
':overClgf" for its employees working on the Project until the date replacement
worker s' compensatFm 1 nsurance coverage, meet ing the requirements of this Contract,
s in ei feet fOJ those Contrlctor employees, liquidated damages will be assessed
.1galnL;L ud pdlii by tl' Contrlct:)J -:it the bighest daily rate elsewhere specified in
Lhi s ('on! ract f;uch 1] quidated damages will accumulate Wl thout notice from the City
Engineer to the C'ontrac:tor and wi I I be assessed and paid even if the permitted time
to complete the prcjec has not expired,
in accordance with other requirements of this Contract, the Contractor shall not
permit subcont,ractors ,)r others to work on the Project unless all such individuals
working m the Project are covered by workers' compensation insurance and unless the
required documentation of SUC'] c:Jverage has been provided to the Contractor and the
"ity F:n9ineer
A-a Faxed Proposals
Proposals faxed diIect ly to the City will be considered non-responsive. Proposals
must contain original ;ignatureF and guaranty and be submitted in accordance with
Section B 2 of the General Provisions.
A-9 Acknowledgment of Addenda
The Contractor shall acknowledge receipt of all addenda received in the appropriate
space provided in the proposal _ Failure to do so will be interpreted as non-receipt.
since addenda can have significant impact on the proposal, failure to acknowledge
receipt, and a subsequent interpretation of non-receipt, could have an adverse
effect when det,crmi ninq the lowest responsib I e bidder_
A-IO Wage Rates (Revj';ed 7/5/00)
Labor pr eference and wage rates for Heavy Construction.
CgRtr~ctor ~b~ll U~~ bi3ber ~~~v r~te.
In COl,"e of ronnf'lirt-
Minimum Pr~vaili!!:.9._ \'l9ge~<:,~I~s
The Corpus Christi eit; CO\lnc11 has determined the general prevailing minimum hourly
wage rates for Nueces County, Texas as set out in Part C, The Contractor and any
subcontractor must no' pay ] ess than the specified wage rates to all laborers,
workmen, and mechanic,,; employed by them in the execution of the Contract. The
Contractor or subcontractor shall forfeit sixty dollars ($60.00) per calendar day,
or portion thereof, for each ,abarer, workman, or mechanic employed, if such person
IS paid less than the specified rates for the classification of work performed. The
Cont.ractor and each subcontract::or must keep an accurate record showing the names and
classj fj cations of all 1abocers, workmen, and mechanics employed by them in
connection with the Project and showing the actual wages paid to each worker.
The Cont ractor will make bi weekly certified payroll submittals to the City
Engineer The COlli, rdct ,r wi 11 also obtain cop ies of such certified payrolls from all
subcontLlctors dnd others workinq on the Project, These documents will also be
~;ubmitted to thE' "it Engineer Oi weekly (See section for Minority/Minority
Business EnterprLse Pa ticipal ion Policy for additional requirements concerning the
f.Toper t't~m and ,'onler: of !h.~ ["1'/ l1l submittals,)
Section A - SP
(Revised 9/18/00)
Page 8 of 32
)ne and ";De hal f
.vor ked il exceSf~
r;oJ iddlc (~;ee
HOllrs
( I X) times
of 4( hours
Sect em B- 1
the specified hourly wage must be paid for all hours
in anyone week and for all hours worked on Sundays or
1, flefinition of Terms, and Section B-7-6, Working
A-11 Cooperation_with Pub1ic~ncies
(ReVlsed 7/5/00)
rhe Cunt racto,' shall (,)operate wtth all publ L~ and private agencies with facilities
Clpera'irg within the imits ut the Project. The Contractor shall provide a forty-
pight (48) hour not iCf to any appl icable agency when work is anticipated to proceed
in the \ ,:inity of any facility by using the Texas Dig-Tess 1-800-344-8377, the Lone
<ita r Not l ficatioI\ Company at 1 80') 669- 8341, md the Sout hwestern Bell Locate Group
it jQ, 828 '>1.C
FOJ t '1'~ 'ont rdct ur s
:)nverllenCf', t he follow i ng telephone numbers are listed:
ity Engineer
Pruject Engineer
l\/E Project Engineer
Urban Engineering
Mark Maroney
Po11ce Department
WaLer Department
Eduardo Garana, Water Supt.
Danny Ybarra Water Distribution Supt,
Fred Posada, Maintenance Mechanic Foreman
Wastewater Services Department 857 1818
Ga,; Department 885.6900
Storm Water 857 1881
Parks & Recreation 880-3461
St reets & Sol id Waste Services 85'/ 1970
.;EP 299 4833
~B( 881 2511
880 3500
880 3500
854 3501
882 -1911
857 1880
(880 3140 after hours)
(880-3140 after hours)
(885-6900 after hours)
(880-3140 after hours)
(693-9444 after hours)
(l-800-824-4424, after hours)
Ci'y Street D1v for Traffic
Signal/Fiber Optic Locate
:~abJevision
Acsr (Fiber Opti, )
!<Me (Fiber Optic
Cbo,ceCom (Piber Optic)
"APROCK (Fiber Optic)
8ruuks Fiber )pt c (MAN f
8'::>7 1946
85'1-5000
887-9200
8U 112.4
881 5767
512/935-0958
972-753-4355
857 1960
(857-5060 after hours)
(Pager 800-724-3624)
(Pager 888-204-1679)
(Pager 850-2981)
(Mobile)
A-12 Maintenance of Services
The Contractor shall cake all precautions in protecting existing utilities, both
above and below ground. The Drawings show as much information as can be reasonably
obtained from existinll as-built drawings, base maps, utility records, etc. and from
as much rield work as normally deemed necessary for the construction of this type of
project with regard 10 the location and nature of underground utilities, etc.
Howeve r, t::Ee accuEi'i<::L ,~~_ <?2m121eteness of_ _",uch infs>rmat iO[1 is not guaranteed, It is
the Cont ractor's >301 and camp ete responsibility to locate such underground
reatu:ef Juffjcient Ly n advance of his operations to preclude damaging the existing
f ae i], ", f f hi' C .ntract"r encounters ut i 1 i ty serv ices along the line of this
.Nork, it is h LS !e~;poLsibi lit y lC maintain the services in continuous operation at
rlis o'/,}n ~....~xpen;;e
In Lh, '~'/eIlt 'J7 darag' to underground utilities, whether shown in the drawings, the
"ontr,let L shd!: make the necessary repairs to place the utilities back in service
to const rUef '.he work as intended at no 1ncrease in the Contract price, All such
repairs 'Hust ~!onfo,'m '0 the r-equirements of tbe rompany or agency that owns the
uti 1 i ii,
Sect; ion A SP
(Revised 9/18/00)
Page 9 of 32
Where existlng sewers are encountered and are interfered with (i.e. broken, cut,
ete.) f low must be maintained. Sewage or other' 1 iquid must be handled by the
Contract or either by connection nto other sewers or by temporary pumping to a
satista<tory ,)utIPI, 11] witt) thp approval of the City Engineer. Sewage or other
iqui nust not be pumped, belLled or flumed over the streets or ground surface and
:ontract r must pay fer all fines dnd remediation that may result if sewage or other
! iquLi ')nta::ts t lIe streets Ol ground surface. It is also the Contractor's
respons i hi] i tI t 'J 'nak.. al] r,ccessary rcpai rs, relocations and adjustments to the
satisfartion ,)f the City Englneel at no increase in the Contract price. Materials
for repd i rs adi ustmer-.ts or -elocat ions of sewer servicel ines must be provided by
the Cml r actoc.
A-13 Area Access and Traffic Control
:C;uffi i,. L t rift Ie coritrol medsun's must be ilsed to assure a safe condition and to
provide 1 minImum f inconvenience to motorlsts. ALL weather access must be provided
to all res idents and businesses at. all t. imes dur ing construction. The Contractor
must. pruvide tempora [y driveways and/or roads of approved material during wet:
weather The C:ontrdct.r must ma i ntain a stockpi 1 e on the Project site to meet the
demands ,f ,nclement ,.,'eather
I'he Cuntractorwlll be required to schedule his operatlons so as to cause minimum
adverse impact on the accessibilJty of adjoining properties. This may include, but
s no' ~imitf,d 0 ,^'Jrking dr,vev/ays in half widths. construction of temporary
"amps . c
The emt r'actor shall comply...,ith the
Standards and Practices as adopLed
available through the City's Traffic
seCUl'" 'he neces,~a)'y ,'ermit from the
Cily of Corpus Christi's Uniform Barricading
by t:be City. Copies of this document are
Engineering Department. The Contractor shall
city's Traffic Engineering Department.
The e'mtraetor shall 'omply .."ith TxDOT requirement:s,
No work will be allowed on the project unt i.l all applicable traffic control is in
plaee aw1 approved by the Enginee1
All costs for traffic control ,He considered subsidiary; therefore, no direct
payment will be made '0 Contraelt'l
A-14 Co~truction ~ipment Spillage and Tracking
The Contractor shall keep the adjoining streets free of tracked and/or spilled
mate:rJa f) going to or from the construction area, Hand labor and/or mechanical
equipment must be used where necessary to keep these roadways clear of job..related
mater 1 a Is. Such wor'k mus t be comp 1 eted wi thou t any increase in the Contract price.
StreeLs and curb line must be cleaned at the end of the work day or more frequently,
if necessary, to prevent material from washing into the storm sewer system. No
visible material that could be washed into storm sewer is allowed to remain on the
Project site or adjoining streets
A-15 Excavation and Removals
The excavated areas behind curtn~ d.nd adjacent to sidewalks and driveways must be
lil led w1th 'clean" Jirt "Clean" dirt is defined af) dirt that is capable of
providinq a good growth of grass when applied with seed/sod and fertilizer. The dirt
must be free of deb! 1 s, cal iche. asphalt, concrete and any other material that
detract" from it:; dpP,'arancp or lrdrnpers the qrowth of grass.
All ex i, [inq i~onCr('te and aspha 1 t within the 1 imits of the Project must be removed
un] es herwlsP n"te
Section A - SP
(Revised 9/18/00)
Page 10 of 32
A-lcl-neH's-9-a+y remov-a-:is--ifH?,1-tHiHt<t. but noto.-limi ted~:i pc,
~ .'i ai-~ -Be- -l::fHl-'.3 taered- ,;uw.3-;1.ii---a--Fy-- to the bid item. for
F-fte Fe' Of ";- -nod t I'ect--rayment 1+i-t-+be.-ffIafie---4:-B- E-efft~~ ~
dri vc.,ayo, aidc.;allca,
"Ctrcct Excavation",
A-16 I)isposal/Salv~.of Materials
Excess 'xcavated n'atc- ria I_ br oken aspha It, concrete, broken culverts and other
unwanl ed mat.eri.aL bec<1mes th( property of the Contractor and must be removed from
the Sit" by the Cont:actor The cost of all hauling is considered subsidiary;
there' en no dire,.t rayment vii I I be made to Contractor
A-17 Field Office
['he Contractor- must furnish t:he City Engineer or his representative with a field
office at the construction SJte The field office must contain at least 120 square
teet .)f useable space The field office must be air-conditioned and heated and must
be furnished with an nclined table that measures at least 30" x 60" and two (2)
chairs, The Contracto shall move the field office on the site as required by the
city Engineer or his representative. The field office must be furnished with a
telephone (with :,4 hour per clay answering service) and FAX machine paid for by the
ContLK'C!r, Then, s 1<) separat'. pay item for the field office.
A-18 Schedule and Sequence of Construction
To miilin,ize inccH!v"ni',nce to the qeneral public and to minimize their exposure to
dangerous conditions, ,he con':ractol will be required to follow tight scheduling for
construction ~nd \",11 be requited to meet dead lines for completion of each item
shown below. The project has Decn d i.v ided into phases. Time duration for
construct.ion is allocated ICd each phase and if the work in that phase is not
compl,",U as shown hel,.-.,;, 1l.q1iidi-ltcd damages will be assessed for each day the work
is de aved, A penalty :.n the amount of $1,000.00 per calendar day will be assessed
against rhe con~ractol as liquidated damages
Comp]",t Iln shall b,. b.ised -)n EatJsfactory work, completed, in accordance with the
plan, specifi-:at 1011S, Cind contract documents and accepted by the City,
Start of Project is initiated by the Notice to Proceed.
The Cont ,'actor sha; 1 ,;ubmi t to the City Engineer a work plan based on calendar days
for construction of the entire project and broken down into construction of each
phase This plan must detail Lhe schedule of work for each phase of construction and
shall be structured to meet all the requirements of Section A-6 uTime of Completion"
and must be subrllltt ed LO the '::it y Engineer at least three (3} working days prior to
the pre constiuction meeting
The Contractor to funlish Construction Schedule for the following Items
SCHEDULE OF COMPLETION
Phase
Phase
Phase
Phase
I
II
III
IV
Stat: ion 0+0" to f;tat iun ] 06+80
Station 101+80 to Station 212+6J
- Stat Ion 2 2+63 t( Stat ion 295+73
. Contract C osure
75
75
60
10
Calendar
Calendar
Calendar
Calendar
Days
Days
Days
Days
The pi al must also i nd lcat p the ,;"hedul f' of t he following work items:
!.!1ltial_"-~hedule Submit tu 'he City Engineer three (3) days prior to the Pre-
COllstruction ~eet ing an tnit ial Construction Progress Schedule for review.
Section A - SP
(Revised 9/18/00)
Page 11 of 32
"'. items to __~nclud.':.: Show complete sequence of construction by activity,
Identifying Work of separate stages and other logically grouped activities.
. denti fy the f ic~t work day of each week,
Ulimittal [;at"s'
--- - -._"--
entire project,
TrdIct e ~3Llt"mittal dates required for all submittals for the
Re ~.;ubm i .ss 1,)[1
'ev 1 '3C 1110 I f ~;ubmi t as requi !.ed by the City Engineer.
j. Once a Month Update: Submit Updated Construction Progress Schedule to show
actual progress of each stage by percentage against initial Schedule.
it is ;::he meaninCl,nd Lntent uf t hi'; Cont ract that the Contractor shall be allowed
to prusecutt' hi:; 'JJ('r k 1t such t imp:; and seasons in such order or precedence, and in
C3uch InanneJ a; "'lCl 1 p' 'H" 1GS' "Hlducive to economy "f construction, subject to
the f"l ,',wi ng cond t i ,ns
A.. ['he schedule e)f :onstructioll ~,hall be structured to meet all requirements of
Sec:t'ion A 6 "Time of Complet ion" and as noted above.
B. the schedule of canst r\lct i on shal] not conflict with any provision of the
Contract Documerts and also that when the Owner is having other work done,
it her by (')ntra't or by thej l' own force, the Engineer may direct the time and
na'mer of c'Jn3trjcting the work done under this Contract so that conflict will
DC dvoi.deduld t ee cons' nwtlon of various works being done for the Owner will
bt. narmoni 7ed
A-19 Construction Project Layout and Control
The drawLngs may depict but not necessarily
sections, measurement:;, bench marks, baselines,
construct a pI"Oject 0' this nature
include: lines, slopes, grades,
etc. that are normally required to
Major controls and tW( (2) bench marks required for project layout will be provided
by '~he ('i ty or Con::u l' ant Pre i eet Engineer
The Contractor wil
iI<!ork.
f Irnish ~11 lines, slopes and measurements for control of the
ff, durl[]g constnl<,ti,)n, It s :>ecessary to disturb or destroy a control point or
bench mark, the Contri'.::tor stall provide the City or Consultant Project Engineer 48
hours not ice so that alternate control points can be established by the City or
Consul tant proj ect Engineer as necessary, at no cost to the Contractor _ Control
points or bench marks damaged as d result of the Contractor's negligence will be
restored by the '"it, 01 Consu I rant Project Engineer at the expense of the
Contractor.
ff, for whatever reas"n, it ;s necessary to deviate from proposed line and grade to
proper l} execute t h,e work, the Contractor shall obtain approval of the City or
Consultant Project Enyineer prior to deviation If, in the opinion of the City or
::onsul tant Pruject En'j i neer, thE" n"quired dev iation would necessitate a revision to
the dIawings, the ConI ractor shall provide supporting measurements as required for
he Ci ::\. or Consul tan' Proje( t Engi neer to r,,",vise the drawings.
rhe ContractoI sha! I t Ie If] (J refyrence all valves and manholes, both existing and
proposed, for the pll.r['ose of 3.djust lng valves and manholes at the completion of the
paving process ./\10;0, r.he City or Consultant Project Engineer may require that the
Contract ()L fUl'nish a "laximum of twu (2) persunne 1 for the purpose of assisting the
meaSUJ lJ.g oj t hf' Ctmp eted w< 1 k
The Contractor shall provide the following certification for documentation and
.fer i.f I cat ion ,)f (:ompl anc.. w th t lie Contract Documents, Plans and Specifications.
3aid "ompllance cErt' ficaticn;hd!] be provided and prepared by a third party
indepenClent Regl,;t,'!.'e'l Pr()fe~,,;j')ndl [,and ~;ur'Jeyor (R.P.!~,S.) licensed in the State
,f Te':!1 retained md paid f;( Ill-" C'ontIZlctOt The third party R.P.L.S. shall be
Section A SP
(Revised 9/18/00)
Page 12 of 32
lPJ.:,r-O 'e" by tne :1'y
hl rd p", ty surJECY"f
prior t dny work. Any discrepancies shall be noted by the
irld cerl 1 f '(,;mpliance 10 dny regulatory permits.
FoJ lo\.!j I
]: 'he m,[llE;Um c,ch,'du '"
f documen tat ion Lequ i~~c! :
frto-Fe~
-- .AH"etiffl rcturnG-at ~~ o!..tangcnC)7poTfl~--o!. ci rcumfc~
-----~b d~ ~to~H{.w- :!-i_ne. -b'2l::.ll-~ 3ideo-Bf-<Jtreet on .J. 200' intcrv.J.l
..-.Street -crBWHS--BR--a-20Q' interva1----an4--;:lt .J.11 intcrocctiono.
Wastewater':
· -- M ic-+~~f!lf.l n~c:. f'!'= c I CV~5 .af'--ffiafll1Bles-
..--,M-l-in€€f'occting linco in ~-
..-- ~~ _I:C 1 c -,J~t i() ns.::- \~o!p ~f7€-ang_!l ew--H-Re-t- (T1LO_OT -aficl.BR_ pc rm i t G)
Water.
· All toE.. at Vd Ive boxes
· Vatve-vaults rim--
· caslng€levafiOns ,top of J2iRe and flow line)__lTxDOT and RR permits).
. CP Test Stations and anodes.
&HH=m-.WttEei"-7
.-M I t 1 fill ,invert Clcl.J.tiono .J.t fII.J.nholcs
---M4-=intcrDccting lineD'ill'm;-nholeD
--C.:w~n9~.1E~ionD_ (~p_~pipc .md flm,--l-ifl€-}_LT~'l' ~d---RR-pcrlflit::J)
A-20 Testing and Certification
All tests required under this item must be done by a recognized testing laboratory
selected by the Engineer Consultant. The cost of the laboratory testing will be
borne by the City In the event that any test fails, that test must be done over
after correctLve measures have been taken, and the cost of retesting will be borne
by the Contractor and deducted from the payment Lo the Contractor.
SCHEDULE OF TESTIN(; B' THE C TY
J. f.~be?ment, Fill ,md Backfill
Lanoratory festiLg:
[1 Gradat ion
12 Moisture-Density Relationship
i 3 In-Place Densi ty Test s
45 Ea.
25 Ea.
850 Ea.
/. Concrete
Lat)oratory festi ng:
(1 Concrete ('ylindel (l set is 3 cylinders) .
20 sets
',. f<e,;t,EaintTl9 JoLnt._~elds
[Jaboratory resting
il Dye Penetrant Te~;t.ing
2 Rad i ocpaph Testing
500 Ea.
500 Ea.
'T. ::;ubg!:ade Preparat~I1' Embankment and Backfill
Laboratory restIng:
11 Moisture-Density Relationship
(Proet.or ('urve)
2 In, PLace Pensi ty Te~;t ,;
5 Ea.
15 Ea.
Section A SP
(Revised 9/18/00)
Page 13 of 32
~.:.) .
Fl,~x.iblc Base Cc,urse
(See Subsection 025221
JiHloratory Test I ng:
1 Moisture- lensity Rel;,t lonship
t:r-o(':~(jr C rve)
In ['idle .lensity Test".
Ho' tiix Hot L~io A~Jl.Ilal t ic C:oI!cret~~.Clvement
5 Ea.
15 Ea.
(See Subsection 02542)
uduurdtor} Testlng:
Extraction Test
3tability and Labollt"ry Density
Fie 1 d ')e n ..' it y
2 Ea.
2 Ea.
None Required
Testllg including sampling, will be performed by Engineer or the testing firm's
labor it "y personnel in the general manner indicated in the Specifications.
Engin e shelll Ilet rm ne the eXi;r-! time, location, and number of tests, including
sampl~.'s
Arrangements for ,iell very of samples and test specimens to the testing firm's
laboratory will be made by Owner. The testing firm's laboratory shall perform all
laborat,ry tests within a reasonable time consistent with the specified standards
and sha furnish. WI ittcn eport of each test.
':'ontriC' or sha 1 L fur nish all sample materials and cooperate in the testing
dctiv t,es, including sampling. Contractor shall interrupt the Work when necessary
to al Low testing, including sampling, to be performed. Contractor shall have no
r.::laim fe'L an ine rh-lse in Cont ract Price or Contract Times due to such interruption.
When te;;ting dct iV ti,'s, including sampling, are performed in the field by Engineer
or the t cst ing f inn's laborat.ory personnel, Contractor shall furnish personnel and
faeL] itles to assic;t n the activities.
When Lhe specificatiens require inspection of materials or equipment during the
production, manllfactul ing, or [abn.cating process, or before shipment, such services
will b( performed b Engineer' ur an independent test ing firm or inspection
organ z;Jt ion accr~pi ab e to EHgi Ileer
Owner c'.r-,al I al range for and pay an independent organization to perform the
inspect on "ecv 1 i:C'; speci f ied for t he concrete pipe.
Contractor shall gAve appropliate written notice to Engineer not less than 10 days
before offs] te inspect ion servicer; are required, and shall provide for the producer,
manufact urer, or f abl i cator to furnish safe access and proper facilities and to
coopelat c wi t h iw;pec.ting personnel in the performance of their duties. The
cnsper.t ()n orqanizati)Q wil I SUbml! a wri tten report to Engineer. with a copy to
Contract :'1', at: lea,;t nce each \"ee~
The Contractor must provide all applicable certifications and testing documentation
for all material verifying compliance with specifications to the Engineer
Consul tant.
Contrdct or shall obta 1 n Engi net'r' ,; accept.ance of the testing firm before having
servi('e~ performed alid sha I i pay a 11 costs for these testing services.
A-21 Project Signs
The OlD'; actor mu~;t urnish and install two (2) Project signs as indicated in
-HH--!.-ewHl3---{-}raw-.i-H<j{3 !At-~ Ic.~. Standard Specification Section 021010
Project Signs 'I'h, s qnfi mwt be installed before construction begins and will be
rnai nta ined throughout the Pr)jec1 period by the Contractor. The location of the
"i9ns" 1 he dctplmi,ed in the f:ield by the Engineer Consultant.
Section A - SP
(Revised 9/18/00)
Page 14 of 32
~~2__ M~ll()ri ty /Minority Business Enterprise Participation Policy
(Revised 10/98)
'0 JC}'
t s the ::)oJ ic\ of th., ('it y of Corpu,; Chri st,j that maximum opportunity is
,t urded minol it '2S, women dnd Minority Business Enterprises to participate in
'fl' pc r f)nnarwe f cant '-act s awarded by the city of Corpus Christi in support
,t Equal Emp]oymHlt Oppe,rtunity goals and objectives of the Affirmative Action
Po lCY Statempnt of the City dated October, 1989, and any amendments thereto.
In'iccorclance Wl t,h such pol LCY, the Cl ty has established goals, as stated
'ie'pin, both or minori-'f "tIle! female participation by trade and for Minority
Su~ ness Enterp} se
'-Ie t } nit i )nE
Prim~ '~ont ,acto} !-UlY pelson, fl1m, partnership, corporation,
assoclation or oint venture as herein provided which has been awarded a
City contract.
:) .
Subcontractur:
associatIon-or
labor, serfi ces,
foregoing under
Any named person, firm, partnership, corporation,
joint venture as herein identified as providing work,
supplies, equipment, materials or any combination of the
contract with d prime contractor on a City contract.
MiJ:lOrlty _~lJ';i_ne~~Ent~J:2rise: A business enterprise that is owned and
controlled by one or more minority person(s). Minority persons include
Blacks, Mexlcan-Americans and other persons of Hispanic origin, American
Indians, Alaskan Natives, and Asians or Pacific Islanders. For the
purposes 01 this sect ion, women are also considered as minorities.
Minority person(s) must collectively own, operate and/or actively manage,
and share i;" payments from such an enterprise in the manner hereinafter
set fort h :
WTIf'i
a) For a so Ie propr ietorship to be deemed a minori ty business
enterprise, it must be owned by a minority person.
,b) For all enterprise doing bus,iness as a partnership, at least
51 0% of the assets or interest in the partnership property
must be ,)WYled by one or more minority person(s) .
Ie) For an enterprise doing business as a corporation, at least
51,0% of the assets or interest in the corporate shares must
be owned by one or more minority person(s) .
Cont "0 I ] ed
The primary power, direct or indirect, to manage a business
enl< rprise rests with a minority person(s).
ShaI" in Payment,;
Minct'ity partnen;, proprietor or stockholders, of the enterprise,
as the case may be, must be entitled to receive 51.0% or more of
t he total pr-of its, bonuses, dividends, interest payments,
commissions, con~;ulting fees, rents, procurement, and subcontract
r:'ayments, and any other monetary distribut.ion paid by the business
cntE" rpr ise ,
L
MinoIlty
;ee de' lnit Or! under Minority Business Enterprise.
Fef11a~e _Owned Business Er~terpri_~e, A so le proprietorship that is owned
and controlled by 1 woman, a partnership at least 51.0% of whose assets
(Jr pat l:I1tcrs ip intyre,;t,; dre owned by one or more women, or a corporation
ell I ea"l 51 0% of !/hclf1fOlssetc; or interests j n the corporate shares are
nwned bv on or moce women
Section A SP
(Revised 9/18/00)
Page 15 of 32
,JOJ.nt Venture: J. joint venture means an association of two or more
persons, pc,rtnersnips corporations, or any combination thereof, founded
to Cdrr; 0 a siLgle business activity which is limited in scope and
direct ion. The degree to which a joint. venture may satisfy the stated
MBE gOd i Cdmot: exceed the proport ionate interest of the MBE as a member
,:,f thE:' oiut venture 1 I. the work to be performed by the joint venture.
For examplf. a jOint venture which is La perform 50.0% of the contract
.."ork, U.ell and i.:1 wh I [:h a mi non. LY joint venture partner has a 50.0%
in! crest:, ,hall be dee:ned equivalent to having minority participation in
/5 0% of t tle worl< 1>1 inority members of the joint venture must have
Fit he r in,me La 1. mana',Jerial, or technicaL skills in the work to be
per for med t,/ the oint .entu1.p
;0;' ~ s
lhe '3oaLs
Ent.erpriset
work for-ce
fa i lows
Minority Participation
(Percent)
45 '",
for participation by minorities and Minority Business
expreEsed in percentage terms for the Contractor's aggregate
on a! i construct.ion 'Nork for the Contract award are as
Minority Business Enterprise
Participation (Percent)
15 %
These goals are applicable to all t.he construct.ion work (regardless of
federal participat.ion) performed in the Contract, including approved
change ord('cs. The hours of minority employment must. be substantially
uniform throughout the length of the Contract and in each trade. The
transfe1. 0' minori.ty employees from Contractor to Contractor or from
project to project for the sole purpose of meeting the Contractor's
percentage is prohibited.
4 . ~olrtf:ll ~i:l..!1ce
3.
Upon completion ot the Project, a
substantiated by copies of paid
Contractor to the City Engineer.
final breakdown of MBE participation,
invoices, shall be submitted by the
The Contractor shall make bi-weekly payroll submittals to the City
Engineer. rhe Contractor is to indicate the percent of minority and
female part icipatian, by trade, which has been utilized on the Project.
Along with the request for final payment on the Project, the Contractor
wi]] indicate, in writing, the overall participation in these areas which
have been .ichieved. l'he City Engineer may wi thhold monthly or final
paymeotf. t( the Contr actor for fai lure t.o submit bi -weekly payrolls in a
t imel, fal'hion or to submit overall participation information as
r ecru I r cr
A-23 Inspection Required
(Revised 7/5/00)
'fhe-~.ffiLrae{ceF---s-ba+.l- afrS-lir-e--t.fi-e---appropriutoe .bui lding inopectiona by the Building
InopceBon Di ....10ion dt. the v.:lrious intervdlo of '..rork for 'Nhich a permit io required
aREi----Ee---aooure ;1 ~1 inopecE-iEffi-~..--Ehe---building j 0 completed and ready for
oCCUp;:lllc~Contract-Bf fllH-5-t,-e&E-aiH-tBenC~icate of Occupancy, when applicable.
Section R-6 2 ot the (~enera] Provisions is hereby amended in that the Contractor
must paj al1 :ees and chargeL levied by the City's Building Inspection Department,
and all 'Jthel C1t:. f'es. in'::ludi.ng water/wastewater meter fees and tap fees as
"equi r eel by C, t
A-24 Surety Bonds
Paragraph two (2 "f :;ection H
f01 I O\N~::;
4 of thf. Genera 1 provisions is changed to read as
Section A - SP
(Revised 9/18/00)
Page 16 of 32
N. sureLy .,,; 11 ,e accepted b'r' the ("ity from any Surety Company who is
in defall1' (>/ del.inquent on any bonds or who has an interest in any
gati~n 3g~in;t the City All bonds must be issued by an approved
II .ty (ompan'( uthor iLed l (, do business Ul the State of Texas. If
"e: 1 Ot manc" dnd ,ayment (Jonde; are in an amount in excess of ten percent
] ") 'yf the SU1"ty r'or;pany's capital and surplus, the Surety Company
h,']l prJvide ce,tification ,;atisfactory to the city Attorney that the
'Ul ('ty C':>mpdfl/ hiS rein~;llred the portion of the bond amount that exceeds
e pep'en! 10) of he :C;urety Company's capital and surplus with
e ilsurer ('3 lutl ()ri zed to do business in the State of Texas. The amount
t :he bood r"iT: ured b'/ any reinsurer may not exceed ten percent (10%)
'f the reinsurer s capLtal HId surplus For purposes of this section,
h, amount r a owe(j apit ,1 and ';llrplll,3 will be verified through the
t ,: e Bcar(j f nSUrdtl[e ,})f the date of the last annual statutory
t i 'lane ial 'itatemcnt of the Surety Company or reinsurer authorized and
,dm i tted to jo business I n the State of Texas The Surety shall
de~; tgnate an dgefit who s d 1 esident of Nueces County. Texas. Each bond
must be executed by the Conl factor and the Surety. For contracts in
'~x,:ess of $100,0 0 the bond must be executed by a Surety company that is
~ettified by 'he United States Secretary of the Treasury or must obtain
tC nsurance f ,r dlY liability in excess of $100,000 from a reinsurer that
s :ertl fied by the Un tcd States Secretary of the Treasury and that
neets aj 1 '_he ailOve requ i remenLs . The insurer or reinsurer must be
: i red in the Fe:ieral Register as holding certificates of authority on
h,' daL_c the bani was issueo "
A-25 Sales Tax Exemption
(NOT USED)
&eeHOfl.-B-6-;';!-, - -Cfd*- t>xemptieft provioion;- -is- deleted - in ita entirety and the
EB-l ffiwing -0 ubo tit. u t-ee Ht --l-i€u {che reeh
Contrae{-s-4e-r- cHllpl"O'lfeitceffi:&-ro -Fea} prBf*7rty--awa-F4efr-By--Ehe-Eity of Corpuo Chrioti do
l"t&E-~u-a; i fyfOE e){empt-iBRs--of--8a-lesi-B~---an4- Uoe Taxe::; unleoo the Contractor
clCcto---E-o operate BfldEr a Deparated -contract ao defined by Cection 3.291 of Chapter
" Tax ^dminiGtr;:JtiBH- of Title }4-, Public Finance of the Texa::; l\dminiotrative Code,
El-F--sttefr-~- rules-Ifr regulcatiofls ;:10 may be promulgated by the Comptroller Bf-
Public ,~.ccounto of 'Fexa"~-
[-f-. tJle--C,**,-FiH~tor ele, t-&--tB-+~at€- under a -eep.:lrated -eBflEr.:let, he shall:
+-=-. ---B&tca-Ht--t:he oece8~~ary &ales tax permitcs-- from the St.:lte Comptroller.
Ceo identify in +he- apfH'O!H-+a-tcespa€eeft--E-he "StatemCH-E- of Materialo and Other
Ch,H~&lL-ifi-+-he r}roposal --FBFffi .mEh€-~~teri.:llo phyoic;:Jlly incorporated
,Fit o--t' ~ --P-F&t."€-t
'-om PrOVWe-Fesa-le C'~Ftit--i€<~-to-~~
4~ P+CHv+ae Ehe C IEcy ~-€opies of --mat~. invoiccD to subDt3.ntiate the proposal
+a f He- ef . mat~~ r-ia lit_
-f~-t;he--Fontr.:lctor doc:, --Bet elea-+-Hoperate -lfFlee-F ;:J sep.:lr;:1tcd contract, he muot pay
f.er.-all 8-al-e&-, E](c j GcaHd-Use--'+'iH<es app-l i-e-ab+e---tco..-to-lH-s- r>roj ect_
8ubconB~3- alOe --e-+-~-e- for ""lcG tu)( cJ(cmptiono if thc oubcontractor uloo
cORlplies~- {c~ :1bovc -requirements. -..-'!'he--- Contr.:lctor muat isouc a rco.:lle
eerBf-ieat=e---te--ffie.-fiH~Fa-<~8'+F--d-HEl----tofle. -subeeHt:r.Jctor-;m in turn,--isffiteS---a reoJle
ee'FB f f-f'.tE-e LO-4t-H; SUI'tl1 ier-
/\.~~plementa1__1nsurance Requirements
POI edC
ContLlct
po] ic.,/ (
1 flsuriH,c,' C ,veL3ge provided tn
the Contractor shall obtain an
igned h" ! he insure), c:tat i ng:
accordance
endorsement
with Section B-6-11 of the
to the applicable insurance
Section A SP
(Rpvised 9/18/00)
Page 17 of 32
n ,he eventc.lf :ancellatioll or mated a I change that reduces or restricts the
i n,;urance afh)rdcd by LlL is coverage part, each insurer covenants to mail prior
written notice cf cancellatton or mat:eri~l_ cl?:an~e to:
Name: City af C~rpus Christi
Engineering Services Department
i'\t t" : Cc)nt ract Admini stra tor
i,dd,ess: P O. Box 9277
('oruus ChI' sti, Texas 78469-9277
Number of days advance notlce: 30
fhe Contractor shall pcovide to the City Engineer the signed endorsements, or copies
thereof certified by he insurer within thirty (3D) calendar days after the date
t. he C! t\ Engineer 'eg!lests that t he Contractor sign the Contract documents.
Within t.~irty (30) calendar days after the date the City Engineer requests that the
Contractor sign the Contract documents, the Contractor shall provide the City
Engineel with a certificate of insurance certifying that the Contractor provides
'.vorker';:: compensat ion insurance coverage for all employees of the Contractor
employeo on the Project described in the ConCract.
For E>3C:1 insurance coverage provided in accordance with Section 8-6-11 of the
Contract, the Contractor shall obtain an endorsement to the applicable insurance
policy, signed by t he insurer, ~;t;lt ing that the City is an additional insured under
the insurance po icy. The City need not be named as additional insured on Worker's
C:ompens;c,t ion coverage
For contractual iiabi tty insurance coverage obtained in accordance with Section B-
6-11 : a of thE" ('onl' ract, the Contractor shall obtain an endorsement to this
coverdg'- stat.cny
Contractor agrees to indenmify, save harmless and defend the City, its
agents, servants and employees, and each of them against and hold it and
them harmless from any and all lawsuits, claims, demands, liabilities,
!o,:ses and expenses, including court costs and attorneys' fees, for or on
'lc'ount of any' injury to any person, or any death at any time resulting
rum such injury or any damage to any property, which may arise or which
'TIay be alleged Lo have arisen out of or in connection with the work
'overed by th i s "ontract:. The foregoing indemnity shall apply except if
,.;uch j njury, death or damage is caused directly by the negligence or
other fault of the City its agents, servants, or employees or any person
n. lemn i f ied hereunder
A-27 Responsibility for Damage Claims
(Not Used)
Para~raph -+a+-GeBer-a-l . Li:lbi.l.:i-t-y-. -oESe€t:ion- B 6 11~ the Ceneral Pro'.rioiono io
ClmendcG' -leBo iTH",l-llil€---
8efTt~---ffll:lS-t provide - ProfcDflional . Pollution Liability/En-.-iroBBlcntal
Impairmcnt.-HtfHff.aR€e cover;:\ge ~ the teFffi--*-~ontr~:lCt up to ~:md including
IOcfie 6aff --t;;fle- ('-it-y- f ina}l y ;:\cceptG ~-er---wer~ Contractor IfIUDt pay all
e-est-s--neceoo;:\ry t-e-procure. ouch inouranee-eoveragc, including .:my deductible.
!'he..ei~-be-.-named -cH.kl.-icE-ieHa-l-. inD~lred on .:mypolicieD providing ouch
t -H 8+t-Fa-fl-€-e... f~-n"\I4::>' r a.;~-
A-28 Considerations for Contract Award and Execution
To al O'w the C'ty Enqineer >:0 determine that the bidder is able to perform its
obli.gatllms under the proposed contract, then prior to <lward, the City Engineer may
requite 1 bldder t, plovide clocllmentation concerning:
Section A SP
(Revised 9/18/00)
Page 18 of 32
i . Whether any 11 ens have been filed against bidder for either failure to pay for
se:vices or materials supplied against any of its projects begun within the
pIf.ceding IIVO (2' years. The bidder shall specify the name and address of the
i'a y !1cldirl9 trk lien, r:h" "lTlount of Lhe lien, the bilsis for the lien claim,
d1; the d"t e i)f the nlpdsc of the I ien. If any such lien has not been
'f' ,.ased, rt1e bi ider Shdl] ,tate why the claim has not been paid; and
,~ht t het ther E' cUt' any outstanding unpaid cia ims against bidder for services or
'na prials ~;upplJpd which relate to any of its projects begun within the
pn cedinq two (2 years The bidder shall specify the name and address of the
'ldlmant, the amount of the claim, the basis for the claim, and an explanation
tih. the::-laim ha not b,~en I.did.
A bidde may also be ~equired to supply construction references and a financial
statement, prepar:-ed n later than ninety (90) days prior to the City Engineer's
request signed and dated by the bidder's owner, president or other authorized
party specifying all current assets and liabilities
A-Z9 Contractor's Field Administration Staff
The Contractor shall pmploy tor this Project, as its field administration staff,
super i nl endent s and foremen who ,ue careful and competent and acceptable to the City
Enginpe>
The criteria upon '""hidi the City Engineer makes this determination shall include the
following:
rhe superintendent must have at least five (5) years recent experience in the
field management and oversight of projects of a similar size and complexity to
t..hlS Project. This experience must include, but not necessarily limited to,
flcheduling of manpower dnd materials, safety, coordination of subcontractors,
ann fami 1 iacit"y" with the submittal process. federal and state wage rate
requir:-ements and City contract close-out procedures.
The superintendent shall be present, on the job site, at all t~es that work is
being performed.
2. Foremen, if uti I i zed, shall have at least five (5) years recent experience in
similar work and be subordinate to the superintendent. Foremen can not act as
superintendents 'Nithout prior wri tLen approval from the City.
Documentation concern ng these requirements will be reviewed by the City Engineer.
The Contractor's fie]j administration staff, and any subsequent substitutions or
replacements thereto, must be approved by the City Engineer in writing prior to such
superintendent or lorpman assuming responsibilities on the Project.
Such written approval of field administration staff is a prerequisite to the City
Engineer'S obligation to execute a contract for this Project. If such approval is
not obtained, the dwa~d may be rescinded. Further, such written approval is also
necessary prior to a 'hange in field administration staff during the term of this
Contract If the COlltractor fails to obtaln prior written approval of the City
Engineet concerninq any substitutIcms or replacements in its field administration
staff fur thi:; PloJect dur ing the teem of the Contract, such a failure constitutes a
basis to annul the Cor,tract pursuant to section B-7-13
The Contractor shall employ for this Project, as its field administration staff,
superlntendent.s and fccemen who arl' careful and competent and acceptable to the City
EnCjln'c~e!
A-3D Amended "Consideration of Contract" Requirements
Under "General ProviSions and Requirements ror Municipal Construction Contracts"
Section B 3 1 Cons ide' at ion of Contract add the following text:
Section A SP
(Revised 9/18/00)
Page 19 of 32
Within five (':,I.NorKing days toJ lowing the public opening and reading of the
propcsa Is, the three (3) apparent lowest bidders (based on the Base Bid only) must
submJC: to the Cit~ EI!gineer the following information:
L
!I,
is' )f' h,' m, j or ':ornporwnts of t he work;
!I, i ist )f t h< P OdLlC:~,; to be incorporated illt:o the Project;
J. A schedu Ie of I'alues which speci f i es estimates of the cost for each major
component at th,> work;
4. A schedule or atiLiclpat ed monthly payments tor the Project duration.
'J. niP ndmes dnd aJdresses of MBE finns that will participate in the Contract,
a]'mg wLth a description of the work and dollar amount for each firm; and
sLbstant iat ie,n, ~iLher through appropriate certifications by federal agencies
.)] slgned dlfi,iavits from the I-IBE firms, that such MBE firms meet the
'3u1del ines contd ined herei n Similar substantiation will be required if the
::(,nt:rdctor 1 sm MBE. ] t the responses do not clearly show that MBE
participation will meet. t he requirements above, the bidder must clearly
jemonstrate, to :he satisfaction of the City Engineer, that a good faith effort
nas. in tact, leen made to meet said requirements but that meeting such
requirements is not reasonably possible
'\ 1st of sutcoritractors that will be working on the Project. This list may
:ontain more thelO one ~;ubcontractor for major components of the work if the
'o'lr-:ractol hac; n ..t comp1 pted his eva 1 uat ion of which subcontractor will perform
".hr. worK
The City EngJneer retalns the right to approve all subcontractors that will
perform work on Lhe Project The Contractor shall obtain written approval by
t.he City Enginee,' of all of Lts subcontractors prior to beginning work on the
Pruject. If the City Engineer does not approve all proposed subcontractors, it
'na resc i nd t he ~ont ract awar"d
in the event Chal a subcontractor previously listed and approved is sought to
be substituted for or replaced during the term of the Contract, then the City
Enq! neer retain" the right. to approve any substitute or replacement
'1ubcontractor pI lor to its participation in the Project. Such approval will
not be given j f 1 tle replacement of the subcontractor will result in an increase
n the Contract price Failure of the Contractor to comply with this provision
'onstj tutec I has is upon which to annul the Contract pursuant to
~e<t ion g.7 ];;
A prel iminary plogress GcheduJ e indicating relationships between the major
'-omponents uf th., work The final progress schedule must be submitted to the
'i'y Engineer at the pn' cunstruction conference;
8" Documentat ion required pursuant to the Special Provisions A-28 and A-29
"oncerning Considerations f01 Contract Award and Execut.ion and the Contractor' s
ie I d Admin.l.s! ra' ion Staff
q Documentat ion as requin'd by Special provision A-3S-K, if applicable.
10. Within five (5) days following bid opening, submit in letter form, information
identifying type of entity and state, i.e., Texas (or other state) Corporation
or Partnership. and name(s) and Title{s) of individual(s) authorized to execute
contracts on behalf of said entity
A-31 Amended Policy on Extra Work and Change Orders
Under 'GeneraL Provlsiuns and Requirements for Municipal Construction Contracts" B-
J ~....R2lic:/. on ~){t~a !'!.Ot k__~nd_ (,h~nge Orders the preEcnt text is deleted and replaced
with the t01 o~inq
Section A - SP
(Revised 9/18/00)
Page 20 of 32
~lllractor acknowledges that the City has no obligation to pay for any extra
>i011<: tor: which a change order has not been signed by the Director of
Enq I neer ing Serv ices or hi~; designee _ The Contractor also acknowledges that
h,> City Engineer may authorIze change orders which do not exceed $25,000.00.
The Contractor a'knowledges that any change orders in an amount in excess of
c>" 000,00 'llU:5t dso be appr U"v'ed by the City Counc L
A-32 Amended "Execution of Contracth Requirements
Under "(;eoelal Provisions and Requirements for Municipal Construction Contracts" B-
3-5 Execution of Contract add the following'
rhe award of -he Contra~t may be rescinded at any time prior to the date the
Oily Engineer de ivers a contract to the Contractor which bears the signatures
of the City Manager, City Secretary, and City Attorney, or their authorized
de~;ignees, Contractor has no cause of action of any kind, including for breach
;)f contract, against the City, nor is the City obligated to perform under the
Contract, unt 1 t he date the City Engineer delivers the signed Contracts to the
Cant ractor
A-33 Conditions of Work
Each nillder must tamJ Liarize hImself fully with the conditions relating to the
completion of t:he Pruject. Failure to do so wi 11 not excuse a bidder of his
obligation to carry out the provisions of this Contract. Contractor is reminded to
3ttend the Pre-Bid Meeting referred to in Special Provision A-I.
A-34 Precedence of Contract Documents
[0 case of conflict in the Contract documents, first precedence will be given to
addenda issued during the bidding phase of the Project, second precedence will be
given tu the Special Provisions, third precedence will be given to the construction
plans, fourth precedence will be given to the Standard Specifications and the
General Provisions will be given last precedence. In the event of a conflict between
any of the Standard Specificat,ions with any other referenced specifications, such as
the Texas Department of Public Transportation Standard Specifications for Highways,
Streets dnd Bridges, ASTM specifications, etc., the precedence will be given to
addenda, Special Prov! sions and Supplemental Special Provisions (if applicable),
construction plans, referenced specifications Standard Specifications, and General
Provisions, in that order,
A-35 City Water Facilities Special Requirements
/l, .
V is i torjC~I1t!:actor Oric!lLat:joll
(Not Used)
PC-l"-i-Br to perrof'ming \Joele .a-E- ,:lD)' City 'h'(lter -E(lcility, the Contractor, hiD
aubcontro.ctG-FS--, o.nd e(lch of their employecD must have on their peraOR a
~.. ear'6- eeFtifyj ng +fie..i..F prior (lttendance o.t 0. Visitor/Contractor
E.1fety - Orirnt.1tion -Progr.J.m conducted by the---~ W.J.ter Department
Personnel,- A-. Vi-6-itEH'/t~ractor Latety Orient;1tion I'rograffi ,.'ill be
e-J'..F.ered by- ,]trtho~-t'ity W(lter Departmcnt perGonncl for thoGe perGonG
~,tle-~-have :..;uefl.-a -co.rd, .:lnd ',.ho desire to perform any \.'or]t ....ithin
iHT'f---8Hy-,.jatcrfa€ili~----F'eF- addi t--iBnal. - -information refer to
Attachment l~
" Opera~io~f CitY-~_E!~_ Equipment
The Contractor shall not start, operate, or stop any pump, motor, valve,
equipment, switch, breaker, control, or any other item related to City
water facility at any time. All such items must be operated by an
operator or other authori.zed maintenance employee of the City Water
Department,
Section A SP
(Revised 9/18/00)
Page 21 of 32
Protection of Water Quality
rhe Clty must deliver water of drinking qualLty to its customers at all
times The Contractur shall protect the quality of the water in the job
siLe dnd shall coordinate its work with the City Water Department to
protect the quality of the water
Conformity with ANSI/NSF Standard 61
i\li Inater als and equipment used in the repair, reassembly,
t ransportat ion, reinstallation, and inspect ion of pumps, or any other
items, which could come into contact with potable water, must conform to
American National Standards lnst i tute/National Sanitation Foundation
(ANST!NSF) Standard El as described in the Standard Specifications.
Such materials include all solvents, cleaners, lubricants,
gaskets, thread compounds, coatings, or hydraulic equipment.
These items must not be used unless they conform with
ANSI/NSF Standard 61 and unless such items are inspected on
the site by authorized City personnel inunediately prior to
use.
the Contractor "haLl provide the Engineer with copies of written proof of
AN5I/NSF Standard 61 approval for all materials which could come into
'ontact with potable water.
Handling and Disposal of Trash
All trash ':Jenerated by
subcontractors, must be
site. Blowing trash wi 1]
areas clean at all times
the Contractor or his employees, agents, or
contained at all times at the water facility
not be allowed. The Contractor shall keep work
and remove all trash daily.
CONTRACTOR'S ON-SITE PREPARATION (Not Used)
F~ -C~-aeB7F'a peroonnel muot ',.'Car colored uniform overallo other than
~, bluc, or ,(hitc. - Each employee Wliform DnJ!]t pro...ide eSBIIlany DaJllC
aDd indi7idual cmployccidcDtification.
.' -t;eH-toT~sha-l~----frrBv-i4e -Eele~es----Eor Contra.ctor peraonnel_ Plant
telephonea arene-t ::l.yo.ilable for Contractor UDe.
r+~ ----wBIk-lnq hem &---w-i+-l- -ge--7--{)0 A. M. -E&~~cT--Mond::!y thru Friday.
!~ -BeHE~OF-muDt no-E~ Ufre-iH'tY--~y -f-ae-i li-t-y-dFcDtroomo. Contractor muat
provide own o::!n i t.J.ryf-ae-i-~fh
,+-,---,lld-l--8entraeteF---Vehi-e-les-muot be parked at deoignated Gite, ::!D deoignated
by-G-i-Ey- Watcr Department- Gtatt. }'.ll---80fiE-Faetoor vchiclco must be clcarly
-l~ company name. N~va-E-e- cmployec '.fehicleD arc allowed at O.
N, Bte'Jeno Water 'I'Featomento- Plant _ A-l--l-- perDonnel mUDt be in comp::!n)'
vehicIcD.~I~-~in-g hour::;, contr:lCtor employecD mUGt not leave the
des--Htfhl-€-ed--'--'BftS-E-~eH--- arca no!' ~.':mdc r t-iH-eugft----aRY--bui ldingo other th:m
f'BF +e-E!uiR"--d--W&f'k-eF--asffi-r€-(~tc-ed -by ci-€-y- -~ Departmcnt pcroonnel
ffiH iR€f -€-'fle-Mjefle-Y-eva-eua t i O-Ft-o-
Kc~- ~H~ ~i.f~c.:.atio~__
AC~-m1-GN -~
.__...__n________ _.__ _~_
8-8illA-------f-SUPERvrs0Wi -CONTROL roID D.",T.",
Any--wei'-k<<'-E-fle-.--eomp~-9ase-d FIloni tor in9 ::!nd - control GyoE-em 1lffiS--E-- be
peFf-En-med 'rH-y by- q-ua-+-t--f-iee- teeflHl-eal-- aOO-Erttpe-FVi-seFy- pe-r-se-nnel, :1.0
Section A SP
(Revised 9/18/00)
Page 22 of 32
IJet,e-HfI+fH>-G ey-mePt-iHg t he qU'A l-+--fi-ea4:.-i--efts--'! . thru 9 be 10'.... Thio '...ork
iTt€~i--totff--ic&-~+imited to ,---fII()dif icatiano, additiono, changeo,
Ge] ect ians-, .f-H.Htp..~.fnstall ing; . connecting, programming, cuotomizing,
~ifr3T eal.ibr"t+-iH~, ... or plaei~4cft-~aE4on .:lll h.:lrd'....:lrc-aH€lfer
,'of t Wd no E"7" 'e.+ j. i ef'i &r ~'P{lU.i red by tfiese spec i f. lc€a-Eiens _
Tfie COHt j"-ac t-BF-BE -His -5~~r propos ing to perform the SC.W.". ',mrk
ffitIBE Be abl",'E-e demonotrJte ffie.-f-Bllm..ing.
he-- tfr--~+-a-l-ly cng.:lged 1. n the-€€lHlf'utcr b.:lDcd monitoring Jnd
~ R7l-<Jyotem bw:Jincso, prefer:lbly ao .:lpplied to the municip.:ll
W-frEeF :lnd ....aste,{:lter induotFY~
;J.~- -- - -He-has--per-f-erITIed ..'orh: onsyoteffio of .€omp.:lr:lble Gize, type,-afl€l
('8mf.l-exitY.:15- FeqB-H€d-in this .{'unt-raeE--Ofl--at,--lc:lGt three prior
fl-f'B-. eet-&
~. He-has--beeH--iletivcly eng.:lged in the type of \lOrlc Gpecified herein
ter-- ato--le-a-st 5 yearo ,-
4,- .He employs a Regio~-~€Ss-ieaa-1-- Engineer, .:l Control Systemo
Rfig} neer-; of-an-Eleetric.:ll Engineer to ouperviae or perform the
work requir~by thio opecificationo.
.".~- --. -f+e.- employs -personnel on thio proj ect '...ho have oucccoofully
eomp~~+ f1hJ.nufacturcr I s trJining. coun:;c in configuring and
+mfTl cmenti*'t4.fle speeH+e cumputcrs,--RTU&1 0, .::md software propooed
reF Ehe-~.rdc t _
6~- lie fHaint.::lin3 - a permanent ,-- fully staffed ::md equipped oer,'ice
-t.::lcllity ....ithin 100 miles-Bf-tAe Project oite to I!\ilintain, repair,
~brate,.:lnd progruffi thcoyotemo opecified herein.
'1 ~- -He-~- furn ioh equipment--- ....hich io the product of onc
md-ftufa.etclHer"----EB--the maJ(+mum praet--i€al -€*~ Where thio io not
p-rart--iea-l-; till equipment of.-a-- givcn ~-]'l7e \..ill be the product of
one- llIunufacturer.
8. PFi,oF--p€flOHftanCC at the G-;-N-o-Steveno. Water Treatment PL:mt ,...ill
he-useG- iH.. eva-ltlating ,...hich Coffi.rat'-lc-e-r or oubcontractor ~
t fie HeW- WEH k--f-BF--t-b-i-s-P TO j c ct.
9. "The- Contractor -shaH producc all filled out progruffilRing blocko
required to aha... the progr:lmming aG needed and required, to add
tb€;se--E-wEr..s)'stemo to the-€*-i-s-t-ing City SCl\Dl\ oyotem. Attached io
aft- '"*all'lp-le --e-F--+he required- pr€l9Fammilli:}- blocJm ....hich the City
requi.r€8 toee--fillcd in and given to the City Engineer ....ith .::Ill
(,~maBe-OOFing the programming phaGe. Thc .:ltt.::lched oheet io
dB- t-'~le. aflEi-- l~l not intendcd to-shew--all of the required ahceta.
Tne Contractc-er-wi l-l- provide .:1..1_1_.E!:..~.:lmming blocko uoed.
Trench iIl(L!<e~uir~lI1eQ! s
(Not Used)
All --t: Fenchi ng foF---l_hi:J proj ectat'-"tfle--G.- - N. Gteveno Water Treatment Plunt
sw}Jee-pe-4BFmed- uoing a buckhoe-er h:lnd digging due to the number of
e*isting ~J~gr~~)bstructions_ Ne-t~enching machines shall ~bewed
()fi the -fjr-ojf'ctc_
A-36 Other Submittals
See also Technical Special Provisions (TS-4)
~;h()p Drawing ,';;ubmittal: The Contractor shall fol] ow the procedure outlined
beYowwhen.-ln,;ce,;STng-shop Drawing submittals:
f)uantlty Contractor shall submit number required by the City to the
rity Enq'n",'r or hie] d('~;ignaterl representative.
L.
PeproduclbJes:
also submit one
In addJtion to the required copies, the Contractor shall
(1 reptoducible transparency for all shop drawings.
Subm i n'"d I rransmi '::ta.1 Forms: Contractor shall use the Submittal
Transmittal Form attached at the end of this Section; and sequentially
Section A SP
(Revised 9/18/00)
Page 23 of 32
number eae 11 transmi ttal form. Resubmittals must have the original
submi.ttal. IlUmber with an alphabetic suffix. Contractor must identify the
Contractor. the Subcontractor or supplier; pertinent Drawing sheet and
detai'l number(~;}, and specification Section number, as appropriate, on
.,ach ';ubmi' tal form.
C:onLrdct or s Stamp ~ontractor must apply Contractor's
dppropr j atr'ly s iqned ~)r tni tialed, which certifies that
\.'ecif cati.n of Products required, field dimensions,
constructiun work, and coordi.nation of i.nformation, is all in
wiLh th", n'quiremcnts uf the Project and Contract documents.
stamp,
review,
adjacent
accordance
Schedul.J ng Contractur must schedule the submittals to
Project, and deliver to the City Engineer for approval,
the ,'ubfnis. on nf reiated items
expedite the
and coordinate
Marklng Contractor must mark each copy to i.dentify applicable products,
models, opt ions, and other data, Supplement manufacturers' standard data
to provide information unique to this Project.
.~ Variat ions Contractor must identify any proposed variations from the
Cont ract d()cuments and any Product or system limitations which may be
rletrimenta to successful performance of the completed work.
" Space Requi rements: ContTactor must provide adequate space for Contractor
dna Engine"r revi"w stamps on all submittal forms.
Resubmittals: Contractor must revise and resubmit submittals as required
by City Enqineer 3nd clearly identify all changes made since previous
submi tta!.
DistrIbution: Contractor must distribute copies of reviewed submittals to
subcontractors and suppJ iers and instruct subcontractors and suppliers to
promptly leport, thru Contractor, any inability to comply with
provisions
.2 . Samples.: The Contractor must submit samples of fin.i shes from the full range of
manufacturers standard colors, textures, and patterns for City Engineer's
;election.
Test _and _gepalE R~or~
When specified in the Technical Specifications Section, Contractor must submit
three (3) copies of all shop test data, and repair report, and all on-site test
data within the;pecif.ied time to the City Engineer for approval. Otherwise,
,he r::ela_t=--~d equiPflIen!,: will notb~_ap2r:-oved for use on the project. ~-
A-37 Amended WArrangement and Charge for Water Furnished by the City"
Under "General Provlsions and Requirements for Municipal Construction Contracts", B-
6-15 Jlnar1gement ancLCh~~e fCl_r Water ~urn~.!:,-hed_~ ~h"C ('1_9:, add the following:
The Contractor must comply with the City of Corpus Christi's Water
'onservation dnd Drouqht Contingency Plan as amended (the "Plan") This
DC 1 udes implementing water conservation measures established for changing
condit ions The ::ity Engineel will provide a copy of the Plan to Contractor at
the pre constluct ion meeting_ The Contractor will keep a copy of the Plan on
t he Proj~'ct site throughout construct ion, "
A-38 Worker' s Compensation Coverage for Building or Construction Projects for
Government Entities
r he rfqu lTements .:)f "Notice to ':Ul.' rach,r,; - B'" are incorporated by reference in
his SDe(']aJ Pro'. s on
Section A SP
(Revised 9/18/00)
Page 24 of 32
A- 3 ~ c:~r1:;if ic~!~ _~f~ccupancy and Final _ Acceptance
(Not Used)
F-Re-..j,;s.!afl{~e ef a e-el t:+H-eate--'H-E DCCUp;:1ncY€BF improvements does not constitute
f---ifla-l a+Tef*'-a+t-e€" e4~1€--~evementG undeI.-Ccncr;:1} provision B 8 9,
A-40 Amendment to Section B-8-6: Partial Estimates
General ~rovisions and Requirements for Municipal Construction Contracts Section B-
8-6: Parlial EstImates is amended to provide that approximate estimates from which
parti.i' payments wi}] be calculated will not include the net invoice value of
3cceptable, non perishable materials delivered to the Project worksite unless the
Contr.ict r provide:; the City Engineer with documents, satisfactory to the City
Enginee, rt1at "oh,y^, 'lat th," mat ,'f ial suppl ler has been paid for the materials
'jeliv".-p""; t<J lv, PH)] :L W()f~,',il'~
A-4l Ozone Advisory
Priming dnd hot-mix pdving operations must not be conducted on days for which an
ozone advisory has been issued, except for repairs, The City Engineer will notify
Contractor about ozone alert If a delay such as this is experienced, the day will
not be:ounted dS a work day ana the--Ge~or wi-l-l-b-e compeno;:1tcd ;::It the unit
~if\dic;:1tcd ..+B- ~'~a-l-
A-42 OSHA Rules & ~ulations
it is the responsibility of the Contractor(s) to adhere to all applicable OSHA rules
and regulations whlle performinq any and all City-related projects and or jobs.
A-43 Amended Indemnification & Hold Harmless
Under "General ProvisJons and Requirements for Municipal Construction Contracts" B-
6-21 Indemnification & Hold Harml.ess, text is deleted in its entirety and the
foITowing-} s:3ub~:ti-tu t eel inl i eu thereof:
Th~; Contractor shall hold the City, its officials, employees, attorneys, and
agents harmless and sha 11 i.ndemni fy the City, its officials, employees,
attorneys, and aqents from any and all damages, injury or liability whatsoever
trum an act "r ,mission of Lhe contractor, or any subcontractor, supplier,
na: cria lman, ur heir offield I ~;, employees, agents, or consultants, or any work
done under the contract or in connection therewith by the contractor, or any
subcontractor supplier, mat.erialman, or their officials, employees, agents, or
'~onsultant s.
rlh' contractor shall hoLd tilt, City, lU; officials, employees, attorneys, and
19c'nts harmless and shal L lndemnify the City, its officials, employees,
attorneys, and aqents from any and all damages, injury, or liability whatsoever
from a negligent act ()r omission of the city, its officials, employees,
it'orneys, and aqents that directly or indirectly causes injury to an employee
,f "he contr'dete , or d'IY :3Ilbcontractor, supplier or materialman.
A-44 Change Orders
Should.l chdnge order 5) be If'qllired by the engineer, Contractor shall furnish the
(>nginpe1 a compleU bleakdown as !o all prices charged for work of the change order
(uni t pr.l ces, hour 1 y r cites, s,~b eontxactor' s costs and breakdowns, cost of materials
and equIpment ',vage rdtes, et c, This breakdown information shall be submitted by
:ont.I.tC~ .r ,is "l ').1:' i": for ttH' p' i ('i.' of the ('hange order
A-45 As-Built Dimensions and Drawings (7/5/00)
[a
Contractor shall
constructed and
vert i ;' a I) (, f a 11
makf Jppropridte daily
keep accurate records of
f3cilitLes,
measurements of facilities
location (horizontal and
Section A - SP
(Revised 9/18/00)
Page 2S of 32
it
Upon compLetion of each facility, the Contractor shall
un" spt of dlrect prints, marked wi Lh red pencil,
dimensions dnd locations of all work constructed, As a
drawJngs slall Include the following:
furnish Owner with
to show as-built
minimum, the final
Hor ::ontal and ,'ert lca di mens ions due to substitutions/field
,'haIiges
;'.&+ .,'lTaH"Jes--in +'-€ftt4pmenE-and G+mCnOiOllO' due to oubotitutionn,
0-1- ,u"~lat-{..~IL 'W-E-a on all inoto.lled equipment,
(4) Deletions, additions~nd changes to scope of work.
(5) i\ny other changec; made.
(6) Hor zontal dnd vertical dimensions of existing utilities affected,
, ro~sed or found during construction.
A-46 Disposal of H~l~__Chl~rinated water (7/5/00)
rhe Contldct:or 5.;l1a11 be responsible fOI the disposal of water used for testing,
disinteclion dnd lIne flushing in an approved manner. Contaminants in the water,
parti,'ul a rl y high 1 ev('ls of chlor LDe, wi 11 be used for disinfection, and may exceed
the permissible limits [or discharge into wetlands or environmentally sensitive
areas These are regulated by numerous agencies such as TCEQ, EPA, etc. It will be
the Contractor's responsibility to comply with the requirements of all regulatory
agencies in the dispm:al of all water used in the project. The methods of disposal
shall bf' submitted tc the City fUI approval. There shall be no separate pay for
disposal of highly chl,)rinated water. Contractor shall not use the City'S sanitary
sewer ;ystem lor dispnsal of contaminated water,
A-47 Pre-Construction Kxploratory Excavations (7/5/00)
Prior tc any ,=on,;t,uc' ion whatever on the project, Contractor shall excavate and
expose ail existing pipelines of the project that cross within 20-feet of proposed
pipellnes of the project and Contractor shall survey the exact vertical and
horizontal location of each crossing and potentially conflicting pipeline.
For existing pipellne,~ which paraLlel and are within ten feet (10') of proposed
pipeli ne;; of the proj ect, Contractor shall excavate and expose said existing
pipelines at a maximum of 300-feet O.C, and Contractor shall survey the accurate
horizontal and verticdl locations uf said parallel pipelines at 300-feet maximum
o.c
Contractor shall then prepare a report and submit it to the City for approval
indicating the Owner at pipelinec; excavated and surveyed, as well as the approximate
station thereof, distance to tIlE' pavement centerline and elevations of the top of
existing pipelines
Contractor shall perform no construction work on the project until all exploratory
excavations have been made in their entirety, the results thereof reported to the
Engineer and until Contractor receives Engineer'S approval of report.
Exploratury excavations shal j be considered subsidiary to the unit cost of the
transmjs~;ion main pipe Any pavement repair associated with exploratory excavations
shall be paid for1cc)rding to the established unit price of pavement patching.
Contract;;) shall prOVide all hJS own survey work effort (no separate pay) for
PxploTdt,.tyexCaV3.t,lon,
A-48 Overhead Electrical Wires .7/'1/00)
','ontr-a! t,,! shaLl :ompl, with dl] U:-:HA safety requirements with regard to proximity
)f construction equipmult beneatli ')'J(~rhead electrical wires. There are many overhead
"ires u'E;sing tht: 'on,:;tructi'lT] mite and along the const.ruetion route. Contractor
shall Ise all due diligence, precautions, ete , to enSUle that adequate safety is
orovidl'd for all of h s employee~ dnd operators of equipment and with regard to
'>!)Sllrjl'g ~hat '10 damag. to exi~3tin'l)Verhead f'lectrical '_lires or facilities occurs.
Section A - SP
(Revised 9/IB/aO}
Page 26 of 32
Project, and deliver tn t-hp l'i hr J;'nn, n==~ +~_ ________,
C-^.p'C:u~ Lt::' Lne
'.~ontrdC! it' shall cooroinate ris work with CP&L and inform CP&L of his construction
schedule with regard to said overhead lines
;omc ".Jtlhead ]l[lC'F a'e shown III the construction plans, while others are not. It
shall Q,' the Contractur' s 501 e responsibi 1 ity to provide for adequate safety with
regard t over'head lilies whether shown in thl plans or not.
A-49 Amended "Maintenance Guaranty" (8/24/00
,Jnder >'Ceneral Provisl,ms and Requirements fOI Municipal Construction Contracts", B-
8::..ll_r'!ain~na.llC:e GlJara_~, add the following
T'1f' Cont.ract or' 0 guarantee I s a separate, addi t ional remedy avai lable to
ueHetlt che C~ty of Corpus Christi. Neither the guarantee nor expiration of the
jUdrantee period will oper'ate to reduce, release, or relinquish any rights or
remedies avail.able to the City of Corpus Christi for any claims or causes of
Ie. ion against tne ContractoT or any other individual or entity."
A-50Tec_~ica~cial Provision~
The requirements of "Technical special Provisions" are lncorporated by reference
in these Speclal Prov sions
A-51 Additional Time of Completion/Liquidated Damages Information Re1ated to
~ight-of-way and USCE per.mit Acquisition by the City
The Con! lacLor is herf,by notified that time is of the essence on this project.
Currently, the City is in the process of acquiring utility easements and Cayo Del
050 crossing Corp of Engineers permit for this project (status will be provided at
the Pre Bid Meeting). Within ten (10) calendar days after receipt of the written
Notice To Proceed, th,J Contractor shall commence construct.ion within the areas of
the project ~'hat Ire within exi,;ting right of way, existing or newly acquired
f"'>asement
A.5 noLed in Section A 6, the working time [or completion of the project shall be in
220 Calendar Days
In the event that the Cayo Del Oso crossing Corp Per.mit and/or easements for the
remaining segments of the work area have not been acquired prior to the Contractor
completing all other portions of the work, then the Contractor shall place
construction operations on hold until said acquisition has been accomplished.
Calendar days will not be counted against the completion date while construction is
on hold due to right-of-way acquisition. Once the Contractor has been notified that
right of way ,ind/or Ccrp penni t has been acquired for the remaining work areas, and
that "on,;tructiOIl "hall commence again, the Contractor shall re-mobilize within 5
working :iays (not counted against the complet.ion date j,mit) at no additional cost
to trw :ty ~xcep' f, r the Jemobilization unit price.
The Coot t actor shall t hen proceed to complete the remainder of the utility work in a
timel ~anncr, within the remaining allotted calendar days.
A-52 Contaminated Soils
if, dilr ng the nmstn;ction, an area is suspected of a high level ot contamination,
then t h, Ci 1 Y 'wi Jl ha\:t; the a rea uosted. It t:he area proves to have a high level of
contamination. the!: tLe Contractor shall comply with the regulations of the TCEQ who
!Jas JUt Ji,d,ction cOIH:erning pol icies as to the reuse of this material, the
Contrdct r ';hall foll,w the following procedures:
Section A - SP
(Revised 9/18/00)
Page 27 of 32
1 M.iLe~ial Reuse Excavated material that contains indications of elevated
Jic'vels of contaminatiOIl may be utilized as backfill for excavations, up to 24"
f rom the surf.lce of the finished grade. It will be the Contractor 's
1 '"spons ib! 1 i'~y '0 incorporate as much as possible of the contaminated material
1 -,::0 the backf 1 n. Clean material with no indicat ion of contamination shall
b..: used with tLe top 24" o. the trench. All materials used for the backfill
(,t excavations :hall a: so conform to the trench embedment section shown on the
)[\s t II. ('1 j or dl lwi ngs
2 \ 'n -Si te Stockpj .es: Excess material [rom excavatj on, whether non-contaminated
;j contamuldte;] WIth dny detectable concentration of contaminants, shall be
handled in such a way as '.0 prevent. run-on, runoff" and infiltration of
c:ontam i.nat ion r rom precipi t at ion. Contaminated stockpiles shall be underlain
hy plastic, with a rlean StHl berm covered with plastic around the perimeter.
The contaminat"d stockpiles shall be covered with plastic and secured to
prevent LOS!'. oi the ccvel ciue to wind or storms. Maintenance and cleanup of
any storkpile ~reas shall De the responsibility of the Contractor.
! . sposal c,f Excess Non Contaminated SOIl: The balance of any non-contaminated
soil not used j n backfill. shall become the property of the Contractor and
shall oe hClnled of f dnd ,[ Lsposed of by the Contractor at the designated
Glsposdl site.
... r I sposal of Cmtaminated ~>oil: All costs associated with excavating
c)ntaminated soil, transport_ing contaminated soil, landfill disposal fees,
constructing and maintaining a stockpile in the required manner, and cleaning
L.p the project site after the contaminated soil is removed shall be paid for
by the cubic yard as measured by the City Inspector. Excess contaminated soil
will be transported by the Contractor to a safe disposal area to be designated
be the Ci ty
5. OSHA TraIning: Contractor sha 11 be responsible for providing proper OSHA
hazardous waste trainirlg that is required for construction personnel working
i, contaminated areas
A- 53 Fences
All existing fences dffected by the work shall be maintained by Contractor until
cornpletlon of the Nork. Fences which interfere with construction operations shall
not be relocated or dismantled until written permission is obtained from the owner
of the fence, and the period the fence may be left relocated or dismantled has been
agreed upon. Where fences must be maintained across the construction easement,
adequate gates shall be installed Gates shall be kept closed and locked at all
times when not in u:'e. On completion of the work across any tract of land,
Contractor shall restore all fences to their original or to a better condition and
to thei r original locations. There shall be no separate payment for removal,
replacement or repair to eXLsti.ng fences
A-54 Protection of Public and Private Property
Contractor shall pIOt{ct, shore, brace, support, and maintain all underground pipes,
condui tf~, dra Lns, and other underground construction uncovered or otherwise affected
by his onstr1lctron operations. All pavement, surfacincj, driveways, curbs, walks,
buildlnCjs, uti.lity poles, gu}c wirE's. fences, and other surface structures affected
by construction operat Ions, t)gether with all sod and shrubs in yards, parkways, and
medians, shall be res ored to their original condition, whether within or outside
the easement. All replacements shall be made with new materials.
No t.reel shal i be removed out,; ide t he permanent easement, except where authorized by
Eng inpel \'lhenever pldct icable, Contractor shall tunnel beneath trees in yards and
parki ng!' when Oil or n"ar the ] i ne c)f trench. Hand excavation shall be employed as
rteCessalY t,) prevent injury to t lees. Trees left standing shall be adequately
prote,t,d aga nst eJamaqe frUIT c(t];rruction operations.
Section A . SP
(Revised 9/18/00)
Page 28 of 32
ContrCicl ur shall be responf;i bie for a 11 damage to streets, roads, highways,
.,houlder;;, ditches embankments culverts, bridges, and other public or private
propC'> t'> regardless, f locat ion or character, which may be caused by transporting
;"quiprnenL, malerlals, Jr workers to or from Lhe Work or any part or site thereof,
..:heth,!!: by hlTH U1 h Sub""ntrdc tuu;, Contractor shall make satisfactory and
iccep aL1e 3.rrdJlqemen s 'witl t h,; owner of, or the agency or authority having
ur isd i ct ion .we r', thc' damaged peopert y concerning its repair or replacement or
payment of costs incuJ red In connecl:ion with the damage.
All flre hydrants and dater cont rul valve,; ",hall be kept free from obstruction and
~vaildblp for use at 1 tImes,
A - 5 5 Securi t)'
Contract
''Cquipmen t
persons
shall bo re;;ponsibLc t01 protection of the site, and all Work, materials,
and cyistinq facilities thereon, against vandals and other unauthorized
No claim shall be made aga I nst Owner by reason of any act of an employee or
trespasser, and Contractor shall make good all damage to Owner's property resulting
from his failure tc provide security measures as specified,
-Secur 1 ty measures sha jIbe at j eas t equa I to those usua lly provided by Owner to
protect his existing facilities during normal operation, but shall also include such
additional security fencing, harricades, lighting, and other measures as required to
protect the site
A-56 Access Roads
Contractor shall establish and maintain temporary access roads to various parts of
the site as required tu complete the Project. Such roads shall be available for the
use of all others performing work or furnishing services in connection with the
Project,
A-57 Parking
Contractur shall provide and maintain suitable parking areas for the use of all
construction workers and others performing work or furnishing services in connection
with the Project, as required to avoid any need for parking personal vehicles where
('hey may interferf' with public traffic, Owner's operations, or construction
activitic,s.
A-58 Noise Control
Contractor shall take reasonable measures to avoid unnecessary noise. Such measures
shall be appropriate fur the normal ambient sound levels in the area during working
hours. All construct j on machinery and vehic Les shall be equipped with practical
sound,muffling devices. and operated in a manner to cause the least noise consistent
'.vith efficient performdnce of the Work,
During construction a"tivities on or adjacent to occupied buildings, and when
appropri"te, Contracto shall erect screens or barriers effective in reducing noise
in the building and shall conduct ~is operations to avoid unnecessary noise which
'night nr crfere \'" it h t ,e act i.J i l i "~, of bu i I d i "9 occupant s ,
A-59 Dust: Control
Contract'>l shall tdke reasonable measures to prevent unnecessary dust. Earth
surfaces subject La dusting shall be kept moist with water or by application of a
chemical dust suppressant, When practicable, dusty materials in piles or in transit
shall be covered Lo prpvent blowing dust,
Section A SP
(Revised 9/16/00i
Page 29 of 32
Bui ld i nqs or operaLinq iaei I l tiel;
adequately plotect~d from dust
panel:;, fJr' similar equipment shall
venti la' ion shall be ;ncluded with
which may he affected adversely by dust shall be
Existing or new machinery, motors, instrument
be protected by suitable dust screens. Proper
dust screens.
A-60 Temporary Drainage Provisions
Contractor shall provide for the drainage of storm water and such water as may be
applied or discharyed on the ~ite in performance of the Work. Drainage facilities
shall be adequate 0 t'revent damage to the Work, the site, and adjacent property.
Exist i.nq drai nage .:hannels Jnd conduits shal j be c I caned, enlarged, or supplemented
'is nec'essary to cat ry all incredsed runoff attributable to Contractor's operations.
Dikes shall be constt IlcLed as n(:'cessary to di vert increased runoff from entering
adjact'n' proper!)! (exI'ept in natural channels), to protect Owner's facilities and
the W"rk and to dire..t water to drainage channels or conduits. ponding shall be
provided as necessary to pre'Jent downstream floadi ng.
See a 1 S., SteeL: OJ' 0 560 of the 1'echnical '3pec if icat ions, Storm Water Pollution
Prevent on
A-61. Dewatering
This ,tem shall be measured by the linear feeL of trench as described in Section A-4
where dewatering is needed to keep the excavation dry, as approved by the Engineer,
and ~~hJll include all costs to provide a dry foundation for the proposed
impro'Jernents. Storm water that enters an excavation can be pumped out as long as
care is taken to min lmize solids and mud entering the pump suction and flow is
pumped to a location that a lows for sheet flow prior to entering a storm water
drainage ditch or f;torm water inlet. An alternative to sheet flow is to pump storm
water t<, an area where ponding occurs naturally without leaving the designated work
area or by a manmade berm(s) prior to entering the storm water system. Sheet flow
and ponding is to allow solids screening and or settling prior to entering a storm
water conduit or i.nlet. Storm water or groundwat.er shall not be discharged to
private property without permission. It is the intent that Contractor discharge
groundwater primal ily into the existing storm water system, provided that the
quality of groundwate is equal tu or better than the receiving stream, Oso Creek.
Testing "fgroundwater quality is to be performed by the City at the City's cost
prior tc. commencing discharge and shall be retested by the City, at the City's
expense, a minimum of once a week, Contractor shall coordinate with the City on all
testing Test will also be perfol~ed as each new area of construction is started.
Options for disposal uf groundwater by the Contractor would include pumping to the
nearest sanitary sewer system or discharging to temporary holding tanks then
truCkl nq to a san I talY sewer or wastewater plant If discharging to temporary
holding tanks and ru:'king t.,) a c3anitary sewer or wastewater plant, the costs for
these oI,crations shall be negotiated. Other groundwater disposal alternatives or
,;01 ut or:: may be approved by t:he Engineel on a case by case basis.
Prior j) Pumping qro,lndwater from the trench to the sanitary sewer system the
Contractor shall contact Mark Shell 857-1817 to obtain a "no cost" permit from the
Wastewater Dept. City wi]] pay for any water quality testing or water analysis cost
requited The pelmit will require an estimate of groundwater flow. Groundwater
flow an be estimatec by batIng a hole or excavating a short trench then record
water level short1y after compleLlon, allow to sit over night, record water level
again pump ho] e or :' rench dry to a holding Lank or vacuum truck then record how
long it takes to f 11 to or1gina] level dnd overnight level.
A-62 CUltural Resources
The r,ul E' of the pipeline at apptoximately Station 76tOO is adjacent to a known
drcheojoqical site The proposed pipeline route has been selected in consultation
with ;,n Archeoloqist to avoid this site, but the possibility still exists that the
Contractur may encounter cultural resources during construction. In the event that
the C..>nt [aetoe encuun! ers cul tural materials during construction, the Engineer must
De not i j ied ~nd w"rk mw;! ;"]se fl the immed iate area, work can continue in the
Section A - SP
(Revised 9/18/00)
Page 30 of 32
proJel area(sl;.il1er cultural resources are not present. The Engineer will be
respon"ib]e fer ('nnl'. ::tinS t'lP cttdte Ilistorical Preservation Officer.
A-63 Tasks Associated with Easement Acquisition
The C; Y uf corpuc; CLristi 11,IS ,,,leeted t.o ins: all the new water line in a separate,
cant lnuclUs util itv easement ,donq 'he route, as shown in the drawings. This utility
easpmFnt and piHcllll'1 temporary construction easements are being acquired from
landowners along the water line alignment As part of the easement acquisition,
~;pecific requircrrent' and notifi::ations have been negotiated with each of the
]andowflers. These rcquireme'lts and notifications are listed in an Appendix C table
ent iti ed Special Provisions .md Contractor Obligations Report. This report will be
updated and provided 3gain to the plan holders in a later Addendum prior to the bid
date. These requ.lrenents include. but are not limited to, notification of the
landowners 24 hours in advance of construcLion activity, construction activity
limited to ROW, DE and TeE, relocate existing fences and maintain and restore to
original location restore exist.lng driveways relocate existing aerobic sprinkler
system (2 tracts) dc.uble dit:ch top soil. limit removal of trees, do not leave gates
open, remov~' existiny wat.er well and sprinkler syst.em (1 tract), clear easement of
all t.tllsh and debri ''', dispose of all garbage, and maintain fencing to prevent
I ivesi: ock from escap 1.ng. As of December 22, 200:', 33 of the 37 total easement
dcquis:ition tracts ft,y this project had been completed. See the table in Appendix C
which lists the easemenL acquJsit1.on status and the contractor obligations by
tract The easements already acquired cover over 68% of the total project
transmission main length For each of the presently remaining tracts, by the end
..:,f January 2006 the easement: acquisition will have been completed or the
::'ondermat i or. proceed i ngs \~i] 1 be underway
A-64 pe:rmits
The C,ty of Corpus Christi has a fully executed Miscellaneous Easement ME 20040047
from t he General Land Office (GU)) This state agency regulates the use of state-
owned land. r, copy of t.hat ea[;ement is included as Appendix A of the Contract
Documents. The miscellaneous easement is issued by the G. L.a. and indicates
procedures and allows work on state owned land. The miscellaneous easement allows
the Ccty to maintain the waterline across state o'#ned land for the term of the
easement (usually 50 (ear tel~) Key requirements of the GLO Easement are listed in
the notes on sheet 1
The Ci'Y of Corpus Christi ha[; ;;igned and returned to the U.S. Army Corps of
Enginu,rs (USACE)Perrit No. 2165S A copy of that Permit is included as Appendix B
of the Contract Documents rhe IJ S. Army Corps of Engineer'S regulates wetland and
water crossings dnd ssues permits that indicate Lhe procedures for working in waters
(wetlacds and water rossings) of the United States. Key requirements noted in the
USACE Permit have bef'r} added to t.ne appropriate drawing sheets (See Sheets 8, 10 thru
13 qnd 22 thru 2':>1 The Contractor is limited to a 50 foot wide work corridor as
~lot !-:id n ~;ht'et s B thru r ~ {Hid )2 thr u ?,ll
It is the Contractor s responsibility to review the entire USACE permit along with
the ME issued by the GLO.
Prior to construction the Contractor is required to obtain a Notice of Intent from
TCEQ as noted in Section 01560 Storm Water Po~lution Prevention.
Section A - SP
(Revised 9/18/00)
Page 31 of 32
PROJECT
OWNER
ENGINEER
CONTRACTOR:
SUBMITTAL DATE:
APPLICABLE SPECIFICATION
OR DRAWING
SlfBMITTAL TRANSMITTAL FORM
SUBMITTAL NUMBER:
SUBMITTAL
Section A SP
(Revised 2/19/99)
Page 32 of 32
PART C
FEDERAL WAGE RATES AND
REQUIREMENTS
Page I of2
Gene! 1] Deci~.'l():- \/uml:er TX0300"J
06!J3/2003 TX39
Supe' ;eded C;, TlP r a j D( . i s i c'n \10
['X. () 20039
Stat.
l'EXAS
Cons! 'I' 't i ,'f] ~YJ:e
HEAV'
Count J' les
NUECE,;
SPN PATRIC'TO
HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Line
Construction and Drainage pr0jectsl
Modi f l( dtion Nurnbe,
Publication Date
06/13(2003
COUNTY J ,'s)
NUECE~
:;.1\1' PATH I 10
SUTX: 'IS A
U /0 11,8
CARPENTERS (F.xcllldLng ;"orm
SettIn,!
Rate,;
$ 9 05
56
11 37
') 64
I 68
9 2 1
8 72
Fringes
CONCRETE FINISHER
ELECTF C AN
2 58
LABOREkS
Commun
Ut il t
POWER EQU l PMENT OPERAT' JRS :
Backhoe.
Mote . ;r'ader
WELDERS Receive Ii) e pn.,s',ribed for craft performing
operat ,on to wh i ch 'Nel ling is ineJ denta.l
Unlisted JassitJ."ilT iOiCS needed ((.( work not Included within
the scup" ot the LlsSlficatioIls li,;ted may be added after
award miy as provided in the labuI standards contract clauses
:2 9 CFP ') (a I (1 : I.! })
ln the ] ~;ting at,wf', he "c,U def_!l'lnation means t,hat rat.es
listed under that ielen iLier ell Ilot t'E'flect collectively
bargai!:cd wage and fri'lge benefit ldtes. Other designations
indicate uniun3 ,dlo!;e ate!! helv.... he"Tl determined to be
,Jrevai ! i "0.
/lA,:E DETERM [Nl\Tlc'N APPE!\!,S FP( iCESS
) Ha 'her ,y'P'\ ,n nitial dec'i"j()n in the matt.er':' ThLS can
be'
. an e>.i,:ting pubiishec wd'je (jetcrmlIlatioTl
. a su ,-vry und"r I 'fillg d wagp det,- ([wi nation
http://ww\\ _ wdol. gov/wdollc>cafi Icsidavjc>bacon/TX39 .dvb
1 2/1912005
Page 2 of 2
.. ~ ~"';1ge and HOL
poP i t Jon on ,3
,. a f:",>rmanc(
l'iv sian lel:Le, setl::ing forth a
""Jeje JetermindLiun matter
(;J~idi 1 iona 1 (' lS<-:;1 f i CClt.10n (-Inri rat.c;
rt.: ;\q
On" c'''~:y tf>l'-'t,,'d c.atters. initial ':on~act, including requests
for oummarlee of surveys, ShOldd be with the Wage and Hour
Regional Office tOl the area in WhlCh the gurvey was conducted
beca'j8C those Regiona Of f ices hav.: responsibility for the
Davie, fji<con survey program, rf t~he response frorn this initial
cont;;cr is not Aat "fdet,ory, ,-hen the process described in 2,J
and '<hould b'" 'oJ owed
With r"<lard to cny other matt"r net yet ripe tor the formal
process descrlbed here, initial contact should be with the Branch
of CunGtruct.icn Wrlqe !Jeter~in3tion8 Wri~e to:
Branch of C'oriHt.ruction W,..ge D~tr:'rminationB
Wilge and Hour D::i,vision
lJ S, Department of I.abo r
200 COilatit\1t'on Avenue, N, IV
Washington D C 20210
2 I (Ute dIlS\..re t' to 1 he ques Lion I II 1,) is yea. then an
interest:ed party (thoE'c affected by the action) can request:
revi,~.w and ,r€congi deration from the Wage and Hour Administrator
(See 2', CFR P,nt 8 Clud 29 CPR Part 7) Wr5 te to:
Wage and Hour Administrator
U, S Dep,u:'t.ment of Labol
20e COIl8t itlition AV.~nue, [Il 'itj,
Wasbington. ). C. ,W21D
The request should be "ccompanied hy a full stat:ement of the
inter'esLed party's po.;tion and by any information (wage payment
data project de"cr ipt ion, area practice material. etc,) that the
requF:6t or cODsideTf' rr levant ~o r-he issue,
J,) t the Jeci~LlOL ot the Admin,l,atrator is not favorable. an
inl::eu2Bt.ed pact y m<>y appeal directly to the Administrative Review
Board ! former:ly r-hf' Wrlge Appeals Board}. Write t.o;
7\dmin'i~c;traL i ve Rev-lp'..... Hoard
U 3, Department of Labor
200 COll,;t llution Avenue, IV W.
Wag~inglcn. 0, C J021D
4,) 11 decislOnR by the Administrative Review Board are final,
END OF GENERAL DECISrON
::J
I1ttp:J I WW w wdoL go v /wdo Ii sea fiJcs/d aVlsbacon/TX39 ,dvb
12/19/2005
A _G_ R E E M .~-1L1'
THE STATE OF TEXAS
COUNTY OF NUECES .;;
TH
. -~
l_"\.;,"':;
s;::[,,:
erl-<
r f'~
l~ t
:h
28TH (:1
of FEBRUARY, 2006, by
r::le t v
CITY OF CORPUS CHRISTI t t! CC
Inty of Nueces, State of
.3 ,
n
t i
]0
tl t 1 J
ty r'1anager, termed in the
ca t
". r-.
i S.J. Louis Construction of Texas. Ltd.
" i"0
~
3 '
y- "
'-.. ,
upon these terms,
)rm2
a
I
1,
$8.476,046.00 by City and other
'::ja ]
( .>
n i~~
I ,
'It 1 cl t c VIi 11 construct and
et c.
v
"
2:
SOUTHS IDE WATER TRANSMISSION MAIN PHASE 5
RODD FIELD RD. TO WHITELEY DR.
PROJECT NO. 8391
(TOTAL BASE BID "A": $8,476,046.00)
:'d~n
'j f j c,tions 1n a good and
\ ""~
maLl k
'e.':'
j l'
ns set out in their
,j
'hed
d
tiS
~ j
'-',,)
p>',ense such materials,
ces
1,
e attached C::ontract
!:
,:':eI't
I '
,,\
h Contract Documents
Ilde
r'
C1 d
Is~ructions, plans and
S)
he
n
"
d 1'1
>nd~
~l
, ng3,
h.
,. 'll ",a:) \
,-, -
~-d
ci ~ ueprints, and other
nl )11 C' addenda, and related
,) r
t r ~--:1 F this project and are
-
j
iT1ent
t h
~l
a Dc
n
rec:ITlent
ge 1
i" ' . 51 AM;
F',iQf:tJ /40
Sotrl'asIDJ: WATER TRANSMISSION NAIR PlIASE 5
ROOD rl:ELD RD. '1'0 1IBI'l'KL&Y DR,
BASE :arD lA'
BAR lmAPPKD CONCRETE SREL CYLDlDER PIPE OR STEEL PIPE
I II III rv V
BID QTY " UNIt' PRICE
I'l'DII lINI'!' DESCRIPTION BID 1: 'l'&K EJCrUBION
A~l 28,450 42" dia. fransmis3ion Main, /32, ,~ 3: 7-'>:;: t/a? ~
Lf complete in place per LF $
~.~ '- - ~ ,-.~ --_.~. ._~_...__._-_._----
A-2 67 42" did, 0.10 to 5.00 Pipe
Eli Beve 1, cCmplete in place psr 32., ~~ ~ Ii/'/. ~
EA $
- - ~ -'~-~-'--- ~- ~- '-~
A '" .. 42" dies. ~ .10 to 11.25" Pipe ~ .:a. 7; (; 0:/. .~
EA Bend, cOrllplete in place per EA 9CXJ. $
. ...
--- - '. ~-- '-"-_..__.~- .-
A-4 10 4Z" dia. 11 .260 to 22.50 Pips
Eli. Bend, cOJ'Aplete in place per EA ~ 9~ (\: $ /9. 000. C.E.
-..- - r---- - - "-'- - -'- ~. -..---.----.......- -....'"--~,-
A-5 21 42" dia. 22.60 to 450 Pl.pe ~ (p 3.. <:100
EA .3 ex<? .<Jt.
Bend, r;oltplete in place per EA $
---- .. ~ -' -.-..- ------.. -"1-- ~--'------
A~6 1 42" dia. .45.1. to 67.5" Pipe
EA 2 qw, 'E- " ~ 900. ~
Bend, cOnlplete in place per EA "
-"-- "- -- ~ - ~- ~-------~---~ --,.--
A-7 1 61.6. 90~ !
FA 42" dia to Pipe 5" OW. $. 5oOt? .~
Bend, cOlllpJete in place per EA - '. $ . .
l------ '-. t---~-",. -+--. --'-"'~-
A-R 1 4"" x 24 " Pipe Tele, compl@te
EA /, tOJ. :'L ;; 8'(10, ii
in plac@ pf'r LA $
---- ..--- r--- _. -- -~- .._,~ '---.
A-9 1 42"x16" Pipe Tee, complete in
EA Lta? ~ ~ fa? ~
place per- EA ~
- ---- ._- r----- -.. --_..--~ ..- -~-- .~
A-10 1 42" ripe Plug, complet.., in 'i2aJ,~ ctZCP lie
EA
place per L3 $
-.- - ~- ---.- - ------.._----..- --- -,.--- -- -~ '--_.. .__ l....
A-ll 1 42" Butte;,rfly Valve, complete
EA ~ place P8.t:' EA 2Jao, (j;' $ .2~oro. ~
~--
--------------4-- ..-.,_~_.____
lR<<visl!l~
Proposal rorrn
Page 3 of 1 ~
ADDENDUM NO. ~ '__
Att.ac:luaent. No_'
Page :3 of 1S
'01_ ,
,1 () b 1: 51 AM;
FJage 29/40
SOOTllsmB 'llATBR ~SMl:SSION HAIlIt PHASE 5
ROOD FI&LD 1m. TO lIBlftI.JtY DR.
SASB BID 'A'
BAR WRAPPED CONaETB STDL CTLINPG PIn: OR STEEL PIPE
I II III XV V
BID O'I'Y " UNIT PRIO
DESCRIPTION BID ITEM EX'rBN9J:ON
ITEM '(]N]: T
l\ - 12 165 "Install.Only" 66" Dia_ Casing 20 ~ 13cJq S!!
LF Installed by Opsn Cut, $
complet~~ace per EA
._,-~..-_.-- --.-- - .- "---.---
A 13 315 66" Dia. Casing Installed by
LF boring ot" tunneling, complete ~0.;' ;ZOi, 7 SO, ~
in place per LF $
t-----.---..- i----- -'-'-' '-- '-"'---'-"-~. ......-.-.. ~--- -- ,- --
1\-14 12 Air Release/Surge Rf'llief
i:1\
Chambe r I complete in place pex. __ t '1m c~ IILjW. e!Z
EA $
-~- c-__. --.--- -- --'-',- -._---- ---- ----.-.--~.. .~ -.-----_.- n~_ --._----~
A 15 " Blow-off:Valve, c:llnplete in KOa7. ~ 3Z,oCO ~
EA Eac~ ..E!L EA $
r-- - -- -- ....-.--.......--..- ----
A-16 2 Blow-off Valve with 90" Ell,
EA
complet~ in place per FA K 700. CcS- I~ lfc10, (,'<C
$
f--- - .-'- f---- -- f--- -- - .----...--.----..-...- .-.-----
A 17 5 Guard PO$t, complete jn place L 5'00, JU-
EA ~, ~ $
per EA
- ----_..- -~._..
A-lB 13 Metal Post with S_ign, complete /OO."'!.- &3~ ~.;.~
EA in .E.~_ac_e...E.e. r EA $
'----- _..~ -_._.~
ft-19 1 Cayo Del Oso Crossing, ~ ~'1O;O(X], S5- $_Z.t7~ 000. 0?
LS
complete2Il place per LS
- ..--.,., e-__
A 70 1 24 " Dia. Gate V"lv8, complete ;&;,kv. ,~ / ~ ta:J. .'1:
EA in place per EA $
~._- - - - ---- -- " -~~---- .-.----
A-21 1 16" dia. Gate Valve, complet.e ;; 7Q7 ~"
EA ~ 7m ~ $
in phc8xer~__ < .
-..--- 1--- - ----'-'---.
A-22 1 24" x 12- Tee, compl,-,te in Zav, ~
EA 2Q2), - $
place pet EA , ~ .
-- -------- ---~.............---,.- -.... --
~9V1s@~
proposal FODll
Paq8 4 of 15
ADDENDUM NO. L
At:t:aohman 1; No.S:
~ . o~ 15
JtJe,
2106 1:51AM;
Page 30/40
SOOTllSIDE WA!'D TlUUfSHISSION NAI.:R PRASE 5
ROOD FIELD RD. TO WRYTBLBY DR..
BAS!: BID 'A'
BAR lfRApPED CONCRB'l'B SDKL CYLINDU PIPB OR STEEL PIn
Concrete Curb and Gutter.
cc:mP~l:l~=__ ~n place per LF
~~e4o i Concrete Sidewalk. ;omplete in
___~e P~'SF..__
I II
BID QTY '"
ITJ:N UNrT
A-23 1
EA
A 24 1
RA
A-25 2
EA
-'-',-".."..--
1\26 2
EA
A~27 90
LF
----_.~.,-_.._--
A-28 7.0
LF
A-29 20
LF
A-30 ~y150
A-:i1 3650
Sy
- - -~--3~2' 89-;
BY
- -
A -13 . 420
! SF
A.34 460
LF
A 3S
III
D2SClU:M':tON
15Hx1~n ~educer, complete in
place pex! EA
12" Tee, complete in place per
EA
-...--.- .-... '--...-..
12" Solid sleeve, complete in
place per EA
24" dia. Ductile Iron Pipe,
cOmplete lin place per LF
16" Dia. Ductile lron Pipe,
oomplet:=El place per LIi
12" Dia. Ductile Iron Pipe,
cornpl_ete ;in place per__r,F _
6" Lime Stabil. SUb9rade,
complete in place par SY
8" Flexib1.e a~li"', ~ompJ et e in
plaoe per,SY
1--1/2" HMAC Pavement, complete
in place pel BY
I .--.0.....- _,.__~
6" Concrete t?lIVement, complete
in place per SF
~Vi"e~
Proposal Iform
Pay'" 5 of 15
IV
UN!:'! ParOl
310 ~ $
-~-._~.~----
'1;x; ~ $
--------
2/$. E!.. $
/, 30:? ?$ $
/7$-. #~ .$
---~.-
70.':;" .$
/90. co.: $
//.~'::! .$
:;>.
20CS $
ZOo i\:- S
-7- ,t'
.-
--~.._-._-_.__..",.~
~_3J <T~__ .$
....- ,;:;,:
L .-
..::J.
--~--"'-'~"---,-~
v
BID l~ &xTI:NSION
,3/Cl. 9!i:
Lf3o, ~
If Zt:-1O. !\:
2/A/)-c\z'
":/ (,p(..{...l.
1'5; 75"0. 0;:.
/, '-I txJ. 9!-
~ 8'cZ2 -~;:
17Z;-0 ..;:.
... .
73cvo ~
~ .
~7 '"
~ ... fa?-
$
2: q</~ ~
12 ~a? ~J2-
$
Cj'2a::J. .~
AOOI:NDUM NO. +..
At.t:.aoha.nt. NQ ...
Page 5 01: 15
(; ,j 1b ()~: ~
},1
;)1 -06 1 :51AM;
PdgE ;31/40
SOUTKSJQE WATER TlUWSM1SS:IOH NADI pBASE 5
ROOD FIELD RD. TO lIBITELBY DR.
BASK BID 'A'
BAR WRAPPED c:t<>>tC~'t& STEEL cnnmD PIPE OR S'l'UL PIn
~ 1I
sm on "
I'fEM UNIT
}\-36 13
EA
III
DIISCRIP'l'I.ON
-- ------ ,-
...-37 15
EJl.
Reconstrtict sanitary Sewer
Lateralsf complete in place
per EA _ _~ __ ____
Reconnect Sanitary SBwer
Laterals, cOlDPlete1n place
_____ ~r ~ .~__- __- ---~---
A- 38 31,000 Trenct1 Safety, complet_e in
LF place pe;r LF
-----~- ._--
}1,-39 tf'SSO Dewatering, complete In place
1--__ __ per L!.~___._ -. - -----
A-40 ~~, 900 Geot.e~t;l;lef complete in place
per s~_____ _ _
I----
",41 15,450
SY
f---- - - .- ~_.._--
A-42 2
El<
Crushed Stone, complet,e in
pl~ce p~r Sy
-'--,-- ~~
rv
v
UNI'l' ~ICE
BID t'.rBH &X'tENS:ION
3zm.~
$~ /, (p.c:V, o~
I /V'>'''J ,"3-
/ l./l,;V;
~-
$_I5:ax? e
01
,-
3 /0. ~
/9~ s:::.
$
01
-~-----
$
01
, :c--
301. ~
11;;'1 ?2-
$
,0.-
$
1--
A-43
R8mobtl~2:ation, ~ornplete in 5A/Y'1 2!:-
place ~r EJ\ ~,
--'-~~~--'- - - --~- ----- ~
$
/aooo, ""'-
500
CY
Djsp03~1 of contamina~ed Soil.
__~_omple~in p1-ac~Y~E_~--
-----
1\-44
'--
w.t:.r
Utility Allowance (Mandatory
All0wa4oe), complete in place
1 per LL-
~ransmi..ibn Main Matertal (Circle
1
LS
L-... '-::;:
~,
2. 5"'cV .~
" "
$
an nnn
50,000
one) : ~oftc:r.tAt Cy1. lJipe" )
or
"steel Piperl
TOTAL BASE 810 'A' $ 8:'17&"fJ'IG. _S-
NOTE: The abvve unit pI~ces must Jnclude all labor, rnaterial~, baiting, removal, overhead,
profit, in~l1rance, etc., tO~over the fini.'!hed work of the several k.inds called for a.nd
the Owner rellSrV89 the right to increase or decrease the quantity of any bid item. The
above quantities <ire approximate and may vary from the final quantitie5. 00 not order-
~r1al based on these approximate quantitiel!l.
~eVi$'3
?lojJ<>eal Form
Page 6 of 1."
ADDJ:ND~ NO. 1"
Attagb,Jllent No ...
Paqa 6 of 15
.-Hi; ~HU~-,
Jei ,1 06 1 :51AM;
P d 9 e ;j 2 ! 40
SOUTBSIDB II'M'BR TRANSMISSION MAD PRASE S
RODD FIELD RD. 'TO WBIDLBY DR.
BASlI! B.ID 'B'
DUCTILE Iaon PIPS
1 II III IV V
am Q'I'Y " UNIT PRICS r!l'ZM J:XDN8Iaf
D&SCRXP'1':Ic:.Ii BID
I TJ:M UNIT
8-1 28,450 42" dia. Transmission Main, No 6f/) NO 13r!)
LF comPlet~n place per LF ~
-
82 27 42" dia. 11. 25. Pipe Bend, ~ Z7 ~~
EA complete in place per EA /. ~
'--- - -- --.-+-, ~-,- --
/,l-3 10 42" dia. 22.5. Pip"" Bl:lllU, ~ '/00 <'2 i 3'iooo pt
EA complet" iT! pl~ce per EA $
1--- -- ~ --.---- -----.--.
B-~ 21 42" d~a. 4:,0 Pipe Bend, 3, 'icv. <~ rill 9a? ~-..:
EA
complete .in place per EA $
~-
8- 5 1 42" dia 9()~ Pipe Bend, i
EA ...-- .:V S;-CW ~~
complete in place pel' EA .> c?a? - :;;
---~:
-- --'--- --.'------- - --
B-6 1 42'" x 24 " f'ipe Tee, complete 7&<:vi.\. -; (,aJ ~
EA $
~~_~c€per eA /
----- --- ---~.
B-7 1 42"/1;16.' Jia. Pipe Tee, ~ lot? ~
EA b I 100, .'S..
complett: in place per EA $
f---..-_ --. --._- -- - -'--'--. -----. --- -- --
B-8 1 42' Pipe 'PL19, complete in :z: r;cv. ~
EA ;S &aI. ~~
pl<lce per EA $
- .---.- -
B.9 1 42" dill.. aUtterf~y Val Vtl, 25;a::v c;Q.
EA .2 :>:' C-QJ~ 0, S
cOltlplete in pl&.ce per EA
_. -....-
"-1(' 1'65 "Install Only" 66" Dia. CaBing
LF 'not.,1.d by Op<n Cut. 1 3;3CV l,.~
complete _ in place per Lf'_H_____ 2C'. .;: $
,----.-- ,
B- 11 315 66" Die. Casing InstallAd by
, Ll'"
~. ---- - -~ boring OL tunneling, complete ~t< .~ 21'{200, ~
in place pel LE' $
^~--'-"-- - f----- ----.-
8-12 /12 Air Relea~e/Surge Relief
EA , in /14 fCO. <2e.-
I ~amb'c, campl.t. place per ~ 'ICXJ :;. ...
.;>
- -- --.-
B 1 'f h . . B10~-:ff Val v.. complete lTl J: aJO. c~ 32 cA:??' qz.
_ _ _ Lplace per EA $
L-..__ --..-..------ .~.---
ADDZNOtJH NO. "'_
At:taclmant NO.:.
Page 7 of 1.5
1-- -.
8-15 5
tA
-
B-1 6 13
EA
3-17
8-1B
E-19
k-20
--
8-21
f.--...
8 22
B23
8'-24 2
EA
---
B-25 90
LF
10---- -_ '-__
8.26 20
Lf
-.,,, -
8-27 20
LF
1 II
BID 0'1'Y ~
ITEM UNIT
S'14
"jt
1 U: . :52AM;
FJage j;1! 40
IV
UNI'l' PRICZ
h I ~low-off vahe wJ,.th ~O Q EL, ~ 7OJ. ~
.. _~omplete in place pet' gA ---f-------
SOUTIISIDB: MATER TRAHSMISSIOfi MAD1 PIlABE 5
RODD FIBLD RD. TO WBIDLZY DR..
8ASB BID 'B'
DUCTILE IRON PIPE
111
DESCRIPTION
r Guard PO!lt r complete 1 n place
per ~ .~. _ _ __._
Metal PO&t with Sign, complete
in place per EA
--4-
1
LS
Cayo Del Oso Crossing,
complete in place per LS
1
FJ\
24" D1a. Gate Valve, ~omplete
in place per EA
-- ~ -.... --- , -. -_._-~..
16" dia. Gate Va1v-e, complete
in place peL El\___.
1
Ell
'-
1
FJ\
24" :j{ 12" Tee, complete in
._~ac_~..2~~.. '___~_ '___
16"x12" ~educer, complete in
__ ~ace per EA ..
1
EA
1
Ell
12" "'138, cDmplete
EA
in place per
2
Ell
12" Solid Sleeve,
place per EA
- --~---- .-'---~..
complete in
12" G~te Vdlvs, complete in
place p~F~____
24" dl& ~~ctilA Iron Pipe,
Comp~_B..!~ in place per LF~___
16" Dla. Ductile Iron Plpe,
complete in "plii~E~_LF
12~ Dla. Ductile Iron Pipe,
complete in pla~~_per LF
~evise~
Propo5al Form
Page 6 of 15
... .. _.
300. 'i-
/<X1 f'~
.-----.----.
Nd t3tO
--"
~?
I~/CO, -
(1'
G,OOO, .:!
2 000. .;;;
>
31o~
L{~Q!1..
;?,/aJ. ~~
." 1/~9Z
175~ ~
l~ ~
/90 ~
v
BID I'I'I:K EX'BN8ION
$
/~ L/oo, ;l:Z
$
i ~/"V7 (Xl
:>vv, ..-
$
~ 3c:r;, e2
$
Nfl 15ID
$
'7 /00 ~
/, .
$
~, oa7. CJZ
$
<C
2.oa? .-
$
.3"10, ~
$
if 3c;i ~
$ .. 'i 2cti, ~
ADDENDUM NO.1,
At:.t.aahaent No. .
Pag. 8 Dr 15 ..
I
BID
ITEM
8-28
t-~ --- -
B-29
1-----
A-33
~ -
H-~34
1-- -- -
P.-35
f-_.
8-36
!' 1tH_I,r::.
.1
;;1 [)c 1 :52AM;
FJdge :34/40
SOUTBSIDl& ~ TRANSMISSION MAIN PRASB 5
ROOD rIBLD 1m. TO nr'l'BLBY DR.
BASE BID IB'
OUCTILJ: laoN PIPE
II.
UI
8-30 2,89Q
SY
~-- ~--- '-'- _.-
B 31 420 6" Conct8te Pavement,
SF in place per SF
~- -- '- ----_. - ---' --.....:----~
ft, 32
Q"1'Y .
m:lIT
DJscaIP'l' ION
1,150 6" L.l.JlleStabil. Subg:cade,
SY complete in place per _~_.
_.-1----- -
3650 8~ Flexi~le Base, complete in
Sy pbce p~r Sy ___
1-1/2" HHAC Pavement, complete
in plac~_per S~, ._~
complete
460 Concretl! Curb and GutteJ:,
LF complett ~n place per LF
___ _. ~- --"--~-'-f--
h840
Concrete Sidewalk, complete in
place per SF
- _, ____, ___ _~_. -. ----.---1---.
13
EJ',
Reconstruct Sanitary Sewer
Lat.eral13, oomplete in plaoe
per M
~ _____ ---~- _ .------t-'.
Reconnept Sanitary Sewer
Laterals, complete in place
___ .J:er E!'__ _- _ _ .._
1~
EP.
.31,000
LF
Trench .Safety, complete in
place p~ LY __ .._ __
B-37 19,850 Dewaterin'j, compJet~ tfl place
LF' er LF
~ _ '_ _ '_ L_ __._ ___'- --- ~_. -----.
B 38 ~~r900 Geotextile. complete lfj place
'_ _.-Ee~E__~_-_ _____
B- 39 1::;,450 CrusheCl Stone, complete in
Sy plac_e~. Sy ___. __ _ j
- -;~ ~-;~A Remob1.1iz:t'1tion, campI et e in -'
_ ..__~lace_~'p'erEA _. .__ __ _~_
(Revis!tdj
Propol'lal Form
Pag8 9 of 15
IV
v
UNIT Plu:a
BID ITBH ~SION
/~r.:-; $ IZ zs-a S
ZO..:;!. $ ?~~.~
-
20. ,~ $ ~Z 900, CS-
? ~;. $ ~ 9i.fO ~
.
30 ~;
:$ ---13- .fa? ~
5'~
% zoo. ~
$
at
3- 2a?, -
q~ (Pa?~
s
/000. Pc;.
.J!;,oo~ ~
:;
.0- $
01 $
ql .$
..~-~
01 $
.-
"
S:OOO, - $
3/0, qf.
--
Jqt',flL
309. €?
/5'-1 'iE-
:/eJ. 0(70, ~
ADDENDUM NO. 1._
AttachJHnt No.f
Faqe ~ of 15 ..
':1' ,
,1 L 1 :5~AM;
Pag!? 3~,i40
SOOTBS:tDB WATJU\ TRANSKISS:IOH MAIR PRASE 5
ItODD FI&LD 1m. 1'0 WBJ:TB:LET DR..
BASE BID '8'
DUC'l'ILB IRON PI:PE
I II III IV V
B~D QTY & UNIT R'lU~
DE8CRIPTION am ITEM EXftNSlOO
ITIlM lJlfIT
B-41 500 Disposal Qr Contaminated Soil, 2- 5cJO, .';:"
CY s-.~ .$
complete in pIa Cl"=--Ee r Cy
- ----- I-- ------ -- --
842 1 Utility Allowance (Mandat;o~
LS A11o.~) , complete in place
______ ___ ....E~r LS 50,000 $50,000.00
'-- . ---
Wat8r ~ranaai..1on Main Material
TOTAL BASi: BID
'S'
"Duotil. Iron Pipe"
NO 6fb
$
NOTE; Tha above unit prices must include &11 labor, matQrial~. bailinQ. removal, overhead, profit,
Inl!lurance, etc., to Qovar the finitlheci work of the several kind$ called for and the OWner
reservsB thQ right to'incre4~8 or de~redBe the quantity ot any bid item. The aboye quantities
4re approxl~tQ ~pd ~y vary from the final quantities. Do not o~der roaterial ba30d on those
app~(J><l'l1lata lJ1!ant.iti~-! -
~evi~g~
Propo8al fotlfl
Pug'" 10 of 15
IIDDau>tJH NO. 1,
A-t t-.ahA.nt No. is,
Page 10 of 15
'HirlU,
,I
21,Ob 1 :52AM;
Page 3U/40
BID StJMtGRy
BIDDER rna} bid cn any individual and/or combined Base Bid. If
th~e i.s to be no btd on any part, write in "NO BID".
Base bids listed in the following swnmary shall match those
totaled on the following pages. If there is a discrepancy, the totaled
bids on
the following pages shall
'A"~;-~ Cyli~~or
...--.-1'
govern over those listed below.
BASK IUD
steel Pipe
$
~ '17 (p,< {pi (p. ~
._~
Circle pipe matexial to be provided:
6~lir~~ or "steel pipe"
BASE BID 'B' Ductile Iron
$
No 131l>
~evi.~
PROPO:lAL FOro.!
fAGE 11 Qf' lS
ADJ)~UM NO. 1
AttaabJDant NO..'
PaAie 11 of 15
T _
rYii_ I
t- ~
CALENDAR DAYS
~ a ,
~ e s
S r< ~
':!
ATTEST:
1:.
m
a t ~
APPR~D .~S TO LEGAL FORM:
, ,. " I
. (, \ i ~
2f?VV\ .~. ( ~ ' I
-..Fl'.,.. :.t-.. '.-'-,CO' ! . ....":,11 --1. .I,J~
'j :." . .', .. -' I,. 1[,:/, I 1/(,,1C'
ATTEST:
~ ~
~ -
a T
L,
lj ~ /In .'
-.=--.--...
Sec - 11
13e
~.J. ~
~~-r'--
(Note. If Person signlng for
corporation ~s not President,
attach copy of authorlzat~on
to sign
I/,] ::
,-;...,.. t"', (10) calendar days from
mD~ete same within 300
"-
~h ,lei Cortractor default,
(:;
~l t- ~.-
J r;!3(j S as set forth in the
~~ds :or performance of the
~c~men~s as the work
.Lt-
r 1 st., : ?xas on the date shown
CITY OF CORPUS CHRISTI
., . l~~,l~1v
,~ ad? .
E' ; 1: 1. i' 'de r k
;~ n-~ el
;..,/ t ~ 3/.111/16
rf. Ff~ co L'H, P. E . ,'"
~cr -~ EnJlneerlog SerVlces
CONTRACTOR
S.J. Louis Construction of Texas, Ltd.
/f4, i/ L(I.Lt;#k-
Le~ V. Whitman, General M~nager
9862 LORENE ST., #104
ress
SAN ANTONIO, TX 78216
State) (Zip)
* 210/340-9997
fa>: 'J
,::,.~ '-:~IP
~l~~-=-~~ 1,0lli<w.
~I\f ~U --l/-ujvJ
-",..".,,,.... -- ..-........... ~
_._....... r 1(,
. ..... '..--
SU:t~ &] ( 11-
3.0e
:c~c :-::::..::
p, 03
~002
-----::, 9~,( :: c, S 1
F~
~ 3'!E?:::
. Fn;SJ,
In fheOffica of tt\e
Sec:etarY.ct Stated ~
~-
C.(Jrpcrations ~.,
1'1":1" CE.'!'IFIc.~:-:E:s :;:.~.:z;:. Gll I ';vi:h r~~ \C ~ ~t of The S, J. Lcuis.
C:;n..~tiCtl. ofT~ L~ I-..~ p~~hip (:he ll~H).
1":." -...,so '0_--.-._"""1,, -.,.....,..:s' "'. J T "n~" C .~.,.. r to' "
. . '13m.e. 1....... ....___..........~ ~ .-"- -., ~u..5 CT...."....:.cncn or ~ ~ - .
2. 'Partn~''3 Buain.c::s. Tne P~..hip's ~~s is ow-ning~ ci.evelapbg, lea.sing,
mffi'lR~;"i7 and sc1li:ng r=~ -:..ct2......, ~ a. owe-: !'dated r~. TIle Pa..'"'tnel'=F ~y :ili:.odo all
'~in~ ~ cth~.!~ ille~ 'Jr!:~ tt~ :~-S of::.: Stz:.e of T-::J.S.
- ~
3. Re-.ri~c-"..ri~ T~e =n:: ~;cst oi:fi~ aC.ci:res:i cfilit::pz:m=::ihipregi~~
age::.! is:
:.~ Wbj M";m
:401 Ayer..ue :
Suite ZO:
:::. O.lkx, 102384-
-\rli:ngtor.:, T~ i&.'I06
~. J. wms. LLC 1 I).eia.-;.~ .:-l!!'..i~ :':.:lCll::.!y Cun:.;:m:.:; i:; ti:.e sole Ge::.-=:J.l '?2:.~e:J". S~ r. L;;Juis.,
L:..C :-esiees arul has :t's O'.lS:r.ess ~~.-T-r~ ":II ~L:" '"':1 =--= S tare ofDel.:.v.~. The C~e!"".J P..OJ. ~~s
::r:;Z:s:! is TJf: Cocporc.ricn T:'Jst C.e:l~- ::.09 O!2.::~ Str~-, -W"':i,.,.,111!'.c::.. DE tS80L
4. ~r":;e.rlIJffic.::, ':"'he ::CSl:~ffi.c: :J~ci~ cfthe c:6c::: J.! Il,..:b.i6 its ~dS ~ :key!::..s:
f
4 .... no i- ---....-
__\..l_ '-'raI:.~ ~u.~
';V;;.....-~:.:...u.. DE 1'780:
.:: -
r........-mers....
lU ::arr.~ 'l,"r'" ~~~ "X5~ o:5c~ :..::..--:. ..~ cr l~ Ce::.~..l Ea..."'.:1::: :s:
s: Lu~ I.lC
l2C5 ,~S=
'N:-~...,gt.cr:., Df:9gC:
::::.O'tl:!~~:;;=.=
~J"'I-"
,..'oc' ...
r
.t.
~'..... r--
" .,.,....
p, ~4
., '" r'::ci:t \
6. Dissolution. T~e ?a:r:::lC"Srn:p snail commence on ,x; ,..
. 1998, and shall have
pc::: et'.::.al e:C.ste:lCe unless dissc ~ 'led. by act c f:he P a..r-:x::s, by ap era:::.on of 1zw 7 or as othe:"wise
pI'CVlded in this Ag!'e~e:lt..
IN W G~"'ESS w1IE...~IJF, the 1.I:J.de'sismee. sole C~e:-al. P:::...rwe: has s12!1e:i and ~clerl
- -
tilli: Certi:fic:rte on the day a:nd ye:rr frs.. above wrirr.c.
S. I. LOli1S CO~-STRUCTION OPP=.....x.:\S LTD.
,~ P .A_Q..D""ERSEIP
" ~~/4 /}/J
_~~ ~---f/~~
'5. !/LJuis, :lC:- G~e:al F-arme~ '
--
S-:-A1'E OF TEX.~
ss.
COu"'NlY GF
I {(Yll', L", f'J.rrr (.~ ,/ f /'1
Or:. till:; ~ d:ay of 0--'1.Il L. \.fav( , 19 '[ '& before me, ~ Nota.ry Public, ~~thin
;md. for said Cctmt'y, persoruillY app~m6 s..~'\'e---~ ..0 me k:aown. who, bemgduly 5'VOm,
did say that S. J. Lcuis. LLC IS the C~ ?'JT'Jle" ofS. T. LOl;1SCONSTRlJ"CTION OF
~x.-'\.S j TI) a limite:::. .....;J:!'t:I:::.e'Smp 3e -ca.r:n.ershiD ~e:i in the :ore.-,.('\i!la ...,-.-".,.,..,eDt-a:od cbat -
~_ _.., ::' _".a. _ .. ~.....:;, ~4.l.~,~ ....
~d ins'rr,.1IDe:lt was si::",e:. as the free ac::>:::Q d~ on ~ and v..i.tb: the authority of said
PartD.~..hiD. r /l
" Ii,! ~
' '
i / ' .' ,
~)~~ ~ f) . ,'-"-
~o~/?ub1ic U
[~'t;.r~~~l
, .,..
:=2413~r~C6C88..~
_, -l. .
. -~-
;:.. --
9 C
TUE l'
~i"
:>
~~:t ~!a1"2 of ij1tta~
~ tn"rla~ of ~ 1a!-r
. ,- ,..
.: " j .
1., l...,S c
';'(:1',-,
.:->'= S 1" ....
_',10
;;; .. A .. - -.. :. "t u K ~:.
.:; :: Ci, _~. .~ : ~, S ~ ';
,- - .,. ,~ . -
\.JI'i J.,j -= -.
ooe
, "'," ';0:;;)1.
: n i. r
......-v_~_
~"4 S"7:: J ~'"" T l ::' ~ ~ 1" ':'": X .1. .5 - I U .
~'J:~2::'= iJ(J!.1.2'''-;1~-lO
.:i~8 ,;.;..
':2iJ2: ~ 2523
P ''-'
,J,:
~ ::J':'':::
~ 'J," :-"_=.1. .:.JX' u;..? p:{;j '/:; "...jc ? '_AC '= C'N RE CQRD '1'.aUR
= l_.~:T~D J~~7~E:S~:~.
=:'::;.-
;~:..
_??~.~~,:~T~ =v::~~4C:
)~ ~L ~ ~ :.: ':;;::.: -. F T L~:<
! S ~-'T !-t':~cD ::.r-'~
r~ "Tr-IS ,jr=FIC::.
....::JuR FIU:S
AND
Tr:E
'r j
~-i7 G C
"..J r - =
i~<~G~L~JG~~ 6Y T~:S LET7~R.
LET
us
KN'Gio!.
., --
~.- '\
'... -0 f: .....,
:.:d: C:::
.. """
~ l"~
"7" 1 ~f:. ~
/<
,;,
- --- -::---:--
,,<",-"'~~~
. .r-'
~~~
~
'(:"~~\'~"_ ..,?i.'
,. --;... .... /
...:......-::.-:.:....:. '.-'::::-
..... .._-~, -' ... '
:;<>
.'
,
. -
~. ..
. - -::::.~"
~
~~~A5~
,
Il~~
l .
AICc~~ ~. ~cnza!es, Ser:~~tary of SLa":C
:': 1\1 CJ (' ,
,J- 21 Ob 1: 50AM;
Paqe 2[:,/40
PRO P 0 S A L
FOR M
FOR
SOUTasrDE WATBR TRANSHl:SSION NAIN
PHASE 5
RODb FIELD JU). TO WHI-rELEY DR.
DEPARTMENT or ENGINEERING SERVICES
CITY OF CORPuS CHRISTI, TEXAS
~evis.<i
PROPOSAL FORM
PAGE 1 OF 15
ADDENOGif NO. 1
Attaomumt No.'
Pap 1 of lS
UG 1 :50AM;
P,lqe 27 40
PROPOSAL
Proposal of
Place: c.~1I< S CH$U $11 / TGY'!\s
Date: JAi-J~\A(b'1 z.r; ( Z.Oo~ {)At?
~1 \ I 2-00 c.. [)4v
s.T LOlAl~ Wi-JST/l-LAcno/-J CF Te:X~, t..:rD,
a Corp~ion organized and existing under the la\fs of the
Stat.e of Nt\-
OR
a
(fart~~
or
Ind~al
doing
business
as
J,Afl-T!::ff(LS~tP - LES \^IHlft-"AI-J AJf) TAKES Sd-Pl..lG~
TO: The Ci.ty o~ Co~a Chri.sti, Texa.
Gentlemen:
The undersigned hereby propose.9 to furnish all labor and
materials, tools, and necessary equipment, and to perform the work
J:equired for:
SOO'rBSIDB JOlTER TlU\NaDaSSION MAIN
PHASE 5
RODD Jn1U.D lID. TO WJUTBLBY DR.
at the locations set out by the plans and specifications and in strict
accordance with the contract documents tor the following prices, to-wit~
~evi 8.4
PROPO~L ,-ORH
PAGE 2 Ot' 15
ADDJ:NDlJH NO. L
Atuc:shaene No .'i,
Pag. 2 of 15
!It:, 1: 51AM;
F\lge ,'e!40
SOOT'-SID& WATZR TRANSMISSl:C>>I NIU:R PBASE 5
ROOD 1'l:1!:LD RD. TO n:tlfE...KY DR.
BASE IUD 'A'
BAR lmAPPBD CONCRETE STBEL Cn.DIDU PIn OR STEEL pxe
1 II III IV V
SII> an " UNIt' .Pil:Ia:
DESCRIPTION BID :In:K EXDlHBION
r'l'i:M UNIT
A~l .28,450 42" dia. Transmis5ion Main, /32. '.lo: ~ 7-S-:;: Lfa? ~;:
LF complete in place per LF $
_. .....-- _..~-- ~- , - ~._- -_.~-~-_..~-'"
A-2 6i 42" dia. 0.10 to 5.00 Pipe
Eli Beve 1, cC)mpleta in place per 32.. ~~ 2/ It/'/. ::t-
EA $
-- - --.----- .-.---.--- -
1\ 3 4 4:2" dla. 5.10 to 11. 250 Pipe ~ 9tXJ. -l2- /; (, tZ? :';..
EA Bend, coctplete in place per EA $ -
._~-~-- _. - .-- f---- --. -.-- --1---. _________...___._
A-4 10 42" di a .11 . 26 Q to 22.50 Pipe /9. 000.
EA Bend, c~plete in place EA ~ 9~ ('Z $ ".E.
per -
1---- . ..-- ~_.~._.- -~ .~ ~~-...- _...~.....,.,.....
A-S 21 42" dia. .22.6" to 45" Plpe ~ (p ~ 1100.
EA 3:~ ."lL-
Bend, >..::o.plete in place per EA $
---....-.- ..~- ---------. _..------..-. .-- ._~_.-
A"6 1 42" dia. .45.1" to 67.5. P1pe
EA ~ CjCO. ~ ~ 900. "s.
Bend, cOnlplete in place per EA $
-.-..- ..- _._-......-~~~-----_.._- -_..._~- .-.--. ..
A. 7 1 42" 0.18.6),6" to 90. Pipe
EA 5( '" S-O~ .'l:
Bend, cnuiplete in place per EA - -- ,OW.- :;:
--'- t-- ~""-"-"-"-- ..--p---- ._~._------~-_.~..._- -_.._~
1\-8 1 4?" x ;>4" Pipe Telf", complete /,
EA I, t{}J. ~;. f(J(), #
in place per U - $
-...-- ---~._-_._--- -~_.-._.- ---.
A-9 1 42"x16" Pipe Tee, complete in
EA t lev, ~ I, ~
place per EA $ /o.?
'-- ._- 1--- .- -_....~_._-. -.----. - .._.,,_._------~-- .- -- t---= --
A-1O 1 42" l?ipePlug, complete in Lf2a:J,~ ~2CYJ. €
EA S
place per LS
-..-...-- ----.-.--. -- --------.. ..'----.-....----_. --- --- ~..
A-ll 1 42" euttarfly Valve. complete
EA ,2Jav. <,J;- ~ 00;}. .~
in pldce pe,{ EA -$ --------..
.--- _____________n .-+--- _.~--------- -- . --
~evi:s.~
Proposal ronn
Page 3 of IS
ADDENDUM NO. ~.
Att.acbaent No '.'
p&g_ 3 of is'
,Iut 1 :51AM;
Pclge 29/40
SOOTll$IDB WATER TRUfSMl:SSION HADI PHASE 5
ROOD FIELD RD. TO WBI~Y DR.
BASE BID 'A'
BAa WRAPPED CONClWTE STUL Cl'LnmBR PIn OR STEEL PIPE
I II
Bll) 0'1'Y"
ITEM UNIT
A.- 12 165
LF
-----. -- --
f\ 13 315
LF
A 1 4 12
U.
III
D&SCRIP'l'ION
"Install.only" 6b~ Didl. Casing
Inatalled by Open Cut,
complet~ln place per EA
66" Dia. ~as1nq Installed by
boring ot tunneling, compl@te
in place per LF
-~- ---.
Air Release/Surge Relief
Chamber, complete in place per
EA
--- -- ~ ----- -~ -- ----. --~
A-1S k Blo~-offValve, complete in
_____ _~~~.::_~..E~EA ___
A-16 2
Ell
~
~-- ----
A. 17 5
Ell.
f--
A-IS 13
EA
- --1------
^-1 9 1
LS
A-?O 1
F.J\
1--- -.
A-21 1
EA
-- ---.-
A-22 1
EA
Blow-off Valve with 90" Ell,
complete in place per F~
- - -- - -
Guard PO$t, complete
pe:-_ EA__ __
in place
Metal Post with Sign, complete
in place2er EA _ _ _ _ __ _~_
IV
v
UN7T PRXCIl:
BID t'l'Dl J:X'l'BNS:ION
20~
$ 3.3a:? ~
-- - -----
~0.;
$ ZO~7S0. ~
,
t '1aJ ~~ $ 1/4W. e.
Koa? ~ $ 3Z,oa? !22..
.. g"700.~ $ J Z 'fClO, ~
;W. ~ L S- 0rJ. U-
S
IOQ-;" $ t3Q? yJ..
Cayo Del Oso Crossing, "2.. f10 () ~
complete in place per LS ~.;; W.
--- ------~
24~ Dia Gate V~lve, complete
_ _~n .E~a~_e ~ per EA._
16~ dia. Gate Valve, complete
in plac8J:<'t0~_~ _~
24~ x 12- Tee, coroplAte in
place pet I'~__ __ .__--_
lEtev1se~
Proposal Fo:r:m
Page 4 of 15
2. ~
$_~(7o. 000,
/~~ ~~
I ~ t.a;) fl':
$
~7m~
:i 7c.t7 ~
~ .
s
f--
2. az;>. .rs.
ri .
ZO%J. ~
$
ADDDIDUM NO. L
Att:.a~t No.1
~ .. o~ 15
ot 1: 51 AM;
P,Jge ;J(j;40
SOOTRSIDE NATU ~SlaSSIOH lGUR Ji'HASE 5
ROOD FIELD RD. TO WHITELEY DR..
BASE BID 'A'
BAR WRAPPED CONCl\B'rB S'1'BEL CYLINDD PIn OR STEBL p.tn
:;:90 ~I-,::'::::::::' ::::~::: :::::~::
j_ln place pel SF
t~o -1.... ~.;;~ :~.. _= ). ~1 ~ l:~~ ~~; t ~~'
~F84f) Concrtete ~id@walk, complete in
__ plac~_E:~1:' ~ .
1 II
BID QTY"
ITJ:N UNI:T
1\-23 1
EA
A 24 1
Ell
A-25 2
EA
A 26 2
EA
A~.27 90
LF
"-"-~--.-'--
1\-28 7.0
LF
A-29 20
LF
----.--.-.-----
A-30 ~t150
A-]l 3650
Sy
A--32
A 'Ll
A--14
A-3S
III
IV
DIUIC1unION
UMJ:'I' PRI:C&
16"x12" ~educer, complete in
place pet EA
3/0 "S
12" Tee, complete in place per
EA
'/;;0 ~~
12" Solid sleeve, complete in
Plac~ pez: EA
2.1$. PL
l2R Gate Valve, complete in
place pe~~
~ 3cXJ ~
24 n dia. buctile I.rOIl Pipe,
complete In place per LF
--.'-- I ___ _...____._.___~
17~ ";'
16" Dia. Ductile Iron Pipe,
complete.l:.n pla~per LF
70. '...
12" Dia. Ductile Iron Pipe,
compl~te ,In place per LF
6" Lime Stab1l. SUbgrade,
complete in place pOI' SY
/90. ex
/.?:' ''3-
:/.
I '-____, ___ ___ .____...___------.....-__
B" Flex.ibie aas~, '~ompl et tl in
place perSi
20C~
2ZJ, !\:.
-7 "t'
.;..-
---'-'~'---~
z,... <v
~"~
---~--
r"-'
:/. .-
"_u._._
~V1"e~
Proposl!Il form
Page 5 of 15
v
BID 1rBM: BXTKNS.ION
$
3/0. ~
.$
Lj3o, e
$
If ~. ~\:
$
2 /. A-'l .x
;" lPvu.
$
/5; 75"0. ~
$
l L/ CXJ. q$.
$
~ cfCCZ -~
$
177 --0 ~
/?-!:> .
$
73 aJo ~
~ .
$
~7 ~
?...?~-
$
z CJC;~ ~
$
I ~ fa:? ~1<-
$
Cj'2a::J. <e
AJ:lO&NDUM NO. +._
Att:acha.nt:. No.f:
Pap 5 of 15
~1~' ld C' c: 1
J c' , 1 (J 6 1: 51 AM;
Page 31/40
1 II HI IV V
SID QTY " UNIT PRICE.
I'1!EH ONI'!' DKSCRIP'1'ION Bro tftM &X'tENSION
1'\-36 13 Reconstruct. Sanitary Sewer I
Ell.
Laterals, complete in place 3ZGV ~:- s.-!f /, &ct1. ~
per EA ' .
,-.---~ .-.-- I----~ -- "-----..~- -.. -
A,-37 15 Reconnect Sanitary Sewer
EA
Laterals, complete in place I ()(>> .?3- $ I:;~ e.
per EA J '
_..._~-~ -. ~. -_.._---"-~
A. 38 31,000 Trendl Safety, comp)@t~ in 0- .3 /0. ~
LF place per LF . $
~- - -
}I.- 39 19,850 Dewateri'ng, complete in place /q~ ~o
LF .~ $ .;.~
I-- -.. .- pe~____~___-
A-40 30,900 Geot.extile, complete in place .<2J- 3cq~
sy $
per SY
I-- .- ------------._~
Po. 41 15,450 Crushed. Stone, complete in ,~ ! {;'1 ~
BY pl~ce p~r Sy $
I--~'-' - .- --~-----~- -_."-
A 42 2 Rernobtl;lzation, ,;ompl ete in / a, 000, ~
EA place p~r E1\ ;;;C1CtJ, <N $
1--- -- I--- -. I--"----~.~._-- -~-~--.~.
1\-43 500 D.isposa;l of contamj.na~ed SoD, 5. 2 5"cV ~:::..
Cy '--~ $
~:omple.~.~~er Cy -" .
>.---- --
1'\-44 1 Utility Allowance 1l4andator;f
IJr~
Al.101frioe) . complete in place an "'1'111\
per LS 50,000
,--.<- Tnconeret:At l'i "
W.t.:t' '1'ransai..i.on ~n Material. (Circle one) : 1. "
SOUTHSJ.DB WATER 'l'MNSH1SSIOH MlUN PHASE 5
ROOD !'IKLO RD. TO WBITBLBY DR.
BASK BID 'A'
BAR WRAPPED eaccnn S'fdL CYLINDD PIPB OR STDL PIPE
Cy
or
11 steel Pipe II
TOTAL BASE BID · A' $ g; ,/7&" I)'IG. .r;;..
NOTE; The abuve unit prtces must )Delude all labor. material~, bailing, remo'lal, overhead,
prof Lt. In::lllrance, etc., to ~over the flni~hed work of the several kinds called for and
the Dwner reserves, the right to lncI:ease or decrease tbe quantity of any bid item. The
above quantities &re appro~~ate and may vary from the final quantitle5. Do not orde~
~\al based onthe$e appro7>lmate quantiti~.
~
~~
~evj..S~
Proposal Form
l?age 6 of 15
ADt)DU)~ NO. ],
At.tagbaent NO..:.:
pap 6 of 15
St
II iMU,;
,h1r' 21.06 1: 51 AM;
Page 32/40
SOt.JT8SXDB 1rA.fta\ TMNSNISSIOR HADf PRASE 5
RODO FIELD 1m. TO WBInLBY DR.
BASJ: aID 'B'
DUCTILE IRON PIn
I II III IV v
sm (r.l'Y 4i UNI1' PJiUCB BID rTJ:M &xDN8ICti
I>J:SCJl.rP1'rON
ITJ:K UNIT
8-1 28,450 42" dia. Transmission Main, NtJ ~//) NO '0d)
Lf- cOJl\Dlet~in place per LF ~
- .. ~ "-~- ...
B-2 27 I 42" dia. 11 . 254 Pipe Bend, /. ~ Z7. ~
EA 1 complete in place per EA ~
>--. .- -l-. .- ~._.._- .-
8-3 10 42" dia. 22.50 Pipe B",nd, ~ <I (j() ':E 3t(ooa ~
EA complete in pl~ce per EA $
..
I-- .. -- _. -- --_.. .---<--. ---_._._.._.~...~ ~---_._,.
B-4 21 42" dia. 450 Pipe Bend, 3. fa:;, '!: fl, 1cv. ~
EA comolet!;! in place ~~ $
1---
I
8-5 1 42" dia. 9D" Pipe Bend, ~ .a.:-~ S;cw ~
EA .~~- :;;
complete in place per EA ..
_. -- ~.~-_.~- .- --.
B-6 1 42" x 24" Pipe Tee, complete 7&a?~ 2(,~ ..<::e
EA S
1 n...e~_a~.e ,pBr BA _.. /
-- '----- --...-.-
B-] 1 4 '''1\;16'' dia. Pip@ Tee, ~ fO{J. ~
EA . I ::t' '"
complete ,in place per EA b, aJ,'- 'i'
-..... . _.- '..-.-'.----.- - -.,.----
B-8 1 42' Pipe ;Plug, complete in ~ 2~~~~
EA place per EA ;; &a?, ~
- _.---.-_--
13-9 1 42~ dia. ~utterfly Valve, .2;:C a:v, ""- ZS;CQ? ~
EA. S
complete 1!:1.. place per EA
-~-
B-I0 165 "Install Pnly" 66" Di~L Casing
LF rn5ta1l8d by Open Cut, ;3 co. .~
2"- tJ2 $
complete in plac~.Ear Lf'__
... -
Jj-.L 1 315 66" Dia. Caging Installed by
1.1"
borinq Qr:- tunnelin.g, complete ~ ~. 21t.{ 2 00, !l:.
in place per LF ~.- $
I--_n__ -- - ~.__..---. -- ----~- ~...r_~._
B-L2 12 Air Release/Surge Relief
EA Chamber I complete in place ~ LfOJ :;. /12, fa:>, <.2!L.
3k_ per $
EA
'-~- .. --~. ------.- .~- . ._ ..___n_..... __ ---_.~
B BlOw-off Val ve, complete in g ct?O (~ 32oot::' ce
place per EP. $
'----~ I -_._-----_. ~'---~ lRa\'i$ecl
Proposal Form
Page 7 of 15
ADDENOON NO. ~.......
Aetachaant NO. ::.
Fag. 7 of 15:
(ll 1:52AM;
Pdge :3Cl/40
SOUTIISIDJ: MATER TRAHSMISSIOM' MAD PRASE 5
ROOD FlBW aD. ro 1IBIDLl:Y DR.
BASK BID 'B'
DUCTILE IRON PIn
III :IV V
I II.
BJ:D Q'l'Y " DJ:SCRIP'UON UNIT PRICE BID ITEM ZX'1'P81:ON
ITEM UNJ:T
B-14 h i B1ow~"off valve wlth 90' EL, ~ 7a? ~ l~ '/00, ~
Ii!
_----+-.iomplete J.n place per EA
--
--
B.IS 5 ! complete in place / 5""0C7, ~
itA Guard POlllt, 300. '?i- $
per EA ---~. ~--
----- .- -+-
B-16 13 M@tal Popt with Sign, complete /00 n. $ t3CV, e:
EA in place per EA -
f--- ~-- ---- -~ - -.------t- -- -----
B-17 1 Cava Del Oso Crossing, Nd 13/0 Nfl 1~/l>
LS complete in place per LS .$
-
f-- - - -----.,. --- -..- -- I--
B-IB 1 241" Dip, Gate Valve, t::omplete "',. $ J7. /00, q,2
EA in place-per EA I~ ICO, -
-- _h
~- - -- ~----- .
8-19 1 16" dia. Gate Va 1 ve, complete (.,,00(7- "-E $ ~, oa7. ~
EA in p18C'=-P~ EA__
I-- - -- --, ---.-
8-20 1 2-4" x 12" Tee, complet.e in 2 000, co.; 2. OQ/, '.'L
EA $
.place pet' EA
.------ - ~. ~ _. ----.--- -.
~~ --- --- _..-
1:-,21 1 l6"x12" ~educer , complete in 3/0 ~ $ 3/0.. ~
EA place p~r EA
- - - -
8-22 1 12" Tee, complete in !Jlace per t/ 3t:) c& $ Lf~~
EA EA
'------ .-.. "1------___"__.-..___ -..- -
B. 23 2 12. Solid Sleeve, complete in :2 let? ~~ $ if 2ctJ, ~
Ell. pI a.c~~EeL~..___ ..
--- -- --- -
8.24 2 12" Gate Valve, r:umplet", in /3oCJ~ $ ~(Pm~
EA
place p~ E?\~_ r.~ ~ / - -
...-- - ----.-
8-25 90 24. dl/l Ductil!?! :ron Pipe, 175. e $ /5; 750- ~
LF comp~.e.!e .in pla_~ per Lf' - .
----'- ~- ~
8-26 2D 16" Dla_ Ductile ] ron Pipe, 7 X' $ I. '100: L~
LF complete in place pe!"~_ LF ~-
-.,---
B-27 20 12"' DJ.a. Ductile lron Pipe, /qO~ $ ~ l?Q? ~
LF complete in place per LF
-.--- .-. '---- ~evise.:IJ
Pcopo5Cil Form
Page 6 of 15
1d>DENOUM NO. 1
Att.aahaent No.j
Pac;. 8 o~ 15
-0 f~
"~ ~ 1 j tJ U;, ;
clcit ;>1-06 1:52AM;
Page 34/40
SOU'l'IISIDlC 1GDR ~SMISS:ICDI MAIN PBASB 5
ROOD J'IBLD n>. TO lfRX'l'BLBY DR.
BASE BID IB'
DUCTILE IPDU PIPE
II III IV V
1
BID Q"1'Y AO ~scalP'1'ION UNI'.t PRJ:CK BID IDH. SJt'D.NSION
ITnI UNIT
B-28 1,150 6" Lime Stabil. SubgLade, /5"- ':s 17- 2:>0- ~
S'f $
comple~in place per Sy
t-.
B29 3650 8" Flexible Base, complete in 20. -~ $ 7~~.~
Sy
place p~ S'i
- -.---- ~-- --.-----
13-)0 2,89() 1-1/2" uw.C Pavement, complete 2(J'~ ~2 f/{J(}, qg....
Sy $
in placlil per 8Y
-. -. I --.----..- _U".
B-31 420 6" Conc*8te Pavement, complete 7<$- $ ~ cjLIO, ~
SF in place per SF . ,
--- -- _____~,. 'M.~_'____________ --
B 32 <460 Concretlt Curb and Gutter, (,.';. ~ --1.3- g~ ~
LF complet' in place per LF 30
-
- ---- -----------
11.-33 hB40 Concrete Sidewalk, compLete in 5..~ $ ~zoo. ~
place per SF
_._--~ --- ___.. --0--- -~ --... ----.-- --
B-34 13 Reconstruct Sanitary Sewer
EA Lat.eralf;!. oomplete in place ~ 2(J(), ~ Lj~ tP~ .~
$
per EA
-.--.- ~ -.--- ---.-"..----
:8-35 15 Reconne~t Sanitary Sewer
EA Lateral's, complete in place /,000. .- J~ 000. ~
$
per EA
f---- -- -- ------ --...-"-
B-36 3LOOO Trench ,Safety, complete in 0- $ 3/0, <?~
LF .
place per LF
------- 1--- -_._,~ ~,. --~_. -~---
B-31 19.B50 DewateL'ing, complet~ in place 0\ /9t. f't'
s ---
LF
per LF ---------_.~
--- -,--~ ---.'''''.--- -. .-.--
8-36 30,900 Geote;K~ila, complet\:l In place .~ ~ 309. €.
Sy
--- per SY --- --
~- -"---~ ...-~-~~
B-3~ 15,450 Crushed stone, complete in .0- $ /5'1 ~
Sy
..E.lac~;r .E-_- _ -
-- --...- . .- -'-"'-
13-40 2 Remobl1iz:ation, complete in 5000, $ :/cJ oX', ~
F-A. -
-. - place F>..!T__ EA_ _~_ -~-
~vbe~
Proposal form
Page 9 of 15
ADDENDUM NO. 1_
AttaehJlLent No 0'
l"&qe ~ of" 15"
~. .~HO>.,
),- ,1 00 1 :52AM;
Page 35/40
S0UTH5XDB 1fATB1\ TRAMSMXSS:ION NAIR PRASE 5
~ FIELD RD. TO WBXTBLEY DR.
BASE BXD 'B'
OUC1'ILJ: IRON Pl:PE
I II III IV V
BXD Qfi & UNIT l'RI~
DR 8CRIP'l' ION BID X'RM EXTINSIotf
ITEM tnnT
B-41 500 Disposal ot contarninLlted Soil, 2, S-ClO, .It;..
Cy ~~ $
complete in place per Cy
-..---- - .-0_.- --"
0-42 1 Otility~lowance (Mandatory
LS A11o.~) , complete in place
,--. ._- per LS 50,000 '50,000.00
,---. . , - ---- .- ---~ "---~._--
TO'lAL BASI> 8ID
"Duatil. IrOD Pipe"
NO Bib
$
..tar ~ranami...ioD Maj,n Nat8J:i.l
'8'
NOTE: T~e abovti unit prices'must include 011 labor, matQri~l~. bailln~, removal, overhead, profit,
1n"urance, etc.. to dovli!fr the finitlhed work of the seversl kind& called for and the owner
reservea the ri9ht to'incJ::ell.:!lft or decrease the quantity of any bid it.eIn. The above qu.U1tlt1es
4re approxl~t9 ~pd ~y vary from the final quantit.les. Do not o~der material based on th9~e
app;T:Q~lZll.ate quanti .!ie~
~ViS9~
Propo.'ilsl E'Q:t1l\
Page 10 of 15
ADDmu>tJH NO. ~..
Att:aaluD..nt No .,~:
Page 10 o~ lS
},!?
i Y
't-;')L l
,d: ,1 06 1: 52AM;
F'8ge 36/40
BID StlMMARy
BIDDER may bid OIl any individual and/or combined Base Bid. If
theZ'e is to be no bi..d on any part, write in "NO BID".
Base bids listed in the following summary shall match those
totaled on the following pages.
If there is a discrepancy, the totaled
bids on the following pages shall govern over those listed below.
BAA BrD 'A'F1" "rl.iDda90r S_1 Pi.pe $ ~ t./7C/,cJ'/C,. "'-
Circle pipe material to be provided:
~oncrete Cyli.. nde?\ or "steel pipe"
'-------:::::r- ~
BAS& BID 'B' Duct~l. Zron
$
No f3lt>
feVb~
PROPO~AL FOlUd
ptlGE 11 or 1"
AODZNOUM NO. 1
AttaabJD.ent No .... .
Pa/i8 11 of 15 .
~') tJ
~~'~ ~HLI~';
,1 06 1 :52AM;
Page :37 40
~he undersigned hereby declares that he has visited the site and has
'_ dreful. y examined the plans, specifications and contract documents
'elating to the work covered by his bid or bids, ~hat he agrees to do the
wurk, and that no ~epresentations made by the City are in any sense a
warranty but are mere estimates for the guidance of the Contractor.
Up(m Dotl! ieat ion at award of contract, we will within ten (10)
calendar- days execute the fOrmal contt'act and will deliver a Performance
Bond (as required for the faithful performance of thiB contract and a
Payment Bond (as required) to insure payment for all labor and materials.
The bid bond attached to this proposaL in the amount of 5% of the highest
amount bid, is to become the ploperty of the City of Corpus Christi in the
event the contract and bonds are not executed within the time above set
forth 85 Uquidatelti damages for the delay and additional work caused
thereby,
~ority~ftority Susin.ss &n~r1.. Partic~p.t1oD: The
apparent low bidder shall, within five days of receipt of bids, submit to
the City Engineer, in writing, the names and addresses of MBE firms
participating in ~he contract and a description of the work to be
performed and its dollar value for bid evaluation purpose.
~r o~ Signed Seta o~ Docu.ent.: The contract and all bonds
wil.l be prepared in not less than four (4) counterpart (original signed)
:'jets.
T~ of QQmpletion: The undersigned agrees to complete the ~ork
in JOO Ca~eDdar o.~. The ploject has been divided into phases.
The Contractor is required to complete each phase before proceeding to any
othe~ phase. At anyone time, except as noted above, theCoD~aator will
not be al.lowed to .taJ:t. or work. concurrently in aore than 't~ phase..
Time duration for construction is allocated for each phase, and if the
work in that phase is not complete as shown below, liqutdated damages will
be assessed for each day the work is delayed.
Pha.. I
Ph.._ :u: -
Pba._ III-
Ph... :rv -
Statipn O+Og to Station lOti+80
Stat.itm 106+BO to Sta'tiOD 212+63
sta~9n 212+63 to Sta.tLon 2gS+73
Contract Cl.oaure
155 Cal..nc:lax' Day.
7S Calenda:r: Daya
60 c.1.endar Days
10 Ca1endazo nay.
The following tasks shall not be affected by the phasing; clearing of TCE
and VEt surveying the water line alignment, TeE's and UE, pre-exploratory
excavation, offloading pipe and storage within the designated TCEts and
DE, installation of casing pipe by boring hydrostatic testing and
di sinfect,ion.
The undersigned fUrther declares that he will provide all
necessary tools and apparatus, do all the work and furnish all materials
and do everything required to carry out the above mentioned work covered
by this proposal, in strict accordance with the contract documents and the
requirements pertalning thereto, for the sum or sums above set forth.
lRov$.lIedJI
PROPOSAL f'ORM
Pll.GE 12 OF 15
ADD&NDUK NO. 1
Attaehla8nt: No. ..
PaQ$ 12 of 15
~f:'
,j \!
~ i' 1!' C ~ ;
,Je'" 21 06 1 :53AM;
Page 38'40
Receipt ot the following addenda is acknowledged (addenda
numbe r!: ~~OlA t1. fJQ i ( II ']...6/0" )} ADVb'NOIAI1 tJD. 1.- ( 1/v-t (cJ., ) ) Al1aJ11~M NO.1 ( 1/2.1 /Dh J)
AOO[;NPl/\ M l-JCPt ( If '11 (Db) I
, Respectfully submitted:
sr;AL '1 Bidder i~
d Corporation)
Name: ~r\ l,-Q\)(f ~~~aJ~ a: 1&)0\5, L..-TD,
By: ~/'.{A, y~
..- (8XGea'1'UllllJ DIWID A. OI~SuJ
Address: . 4~l.. ["C:t.ENG: sr. 11tIO~
(P.O. Bo,,' (Strf!tttl
~~AJTC+lIO I T~~A) lBUlp
(City) (State) (Zip)
Telephone: (Z-{o) 34D - '1';"18 (oFfiCE) (~o) 34-C-1'fn (Fi6-X)
NO'l"IO' Dc nut detach bid trOlll other p~pers.
Fill in with ink 4~d ~ubmit complete
with attaohed papet$
(Revised August lOOOI
lR:evisl!ItC
PIlOPOSAL PORM
PAGll 13 OF 15
~DKNDUM NO. J,
At.taahaent No.'
pag. 13 of. 1S
~_B~ F ) p~_ M A_JL_C~_____ JLQ.1LQ
BOND NO. 190-015-846
STATE OF TEXAS 5
KNOW ALL BY THESE PRESENTS:
COUNTY OF NUECES ,:;
~l:--"a
THAT S.J.Lou~s Constructlon
T' _y
of Texas, Ltd. : BEXAR County, Texas,
ar-JJ_ LIBERTY MUTUAL FIRE tNSURAliCE COMPANY, a
~.?\"C r~ St2, E of MASSACHUSETTS
s co co - _ ~ .~ 0 f T e x as, her e i n aft e r
"' ~ en Lhe Ci ty of Corpus
c--.~(C..c - ::y, Texas, herei.nafter
~ EIGHT MILLION, FOUR HUNDRED SEVENTY-
($~476,046.00)JOLLARS, lawful money
E - Texas, far the payment
t'E!,,,,: ,--~ c>urselves, Ot:r heirs,
:CES .. and severally, fi.rmly
,=::: 2. a
j;~l
ec
S t .~
, t
i'
F. .-
y
.L
~~
: r
-30 ~ ~ I=- '::::- ,'-1
~~X THOUSAND, FORTY-SIX AND
:J ("
c ..
'. .
- [.
n
~.l '.
::>
Jt 3 Ii .-
''"I E:S ~. ~_ t:'.
THE
~ =-- ~OC
.3t
::hec
NOW
:c
1 d -' r.
E
'v
rna.-; s
e- i
:) a + i
CONDITION OF
THIS OBLIGATION IS SUCH THAT: Whereas, the
~l~"_ ~--J='" \\:__.~~l the Ci"":jl of Corpus
FEBRUARY 20~ ,::opy of which is hereto
. ref , = ,j s t r , :: t i on 0 f :
r .
i__ - . 2 _ 28TH
,] '1 j'~
l_:l r-:
SOUTHSIDE WATER TRANSMISSION MAIN PHASE 5
RODD FIELD RD. TO WHITELEY DR.
PROJECT NO. 8391
iTOTAL BASE BID "A": $8,476,046.00)
THEREFORE,
f +~c:
.
i pc J s
pee _:_
::.; 11
~ai~
fully perform said work
nei contract documents,
and if the principal
aulty materials and/or
jear from the date of
~he City, then this
full force and effect.
,~
+ -1(:
v.,'
'-', c
.. ~
G._ .i
.:.... ~",
,- ,. + .;; l~, (
; (?;.
::. I
-jefF'."
;:. y;::; ,- t i ~
v"e c;
v .3. -;._,
r ~
L . ~
~ L 1 .-
;:::...
L.:er
e, 2
c n~' ~" 'e _ 0' ..' r:' \
.s .:::'
:::-. ~:h
PROVIDED FURTHER
~:_;
Ay"'; -
c:
j
'.', ~,e filed on this bond,
~
Ec
t
e'-
.~~
~c'Eby stipulates that no
~l::_ ~ to the terms of the
ere y:-,der, or the plans,
- j~ the same shall in anywise
- es nereby waive notice of
~3~1 addition to the terms
ue
...f~c ~ y
::J e ,. > .:~ r -
a t
l'rne
-t l
U ,-,
e
- J l'
,,\' 1 ~
..::.:. Y'-
'v~J
r,' c:
::J '- f
,'I r;~ L :3 >
,t
'-,el,
.-If
-:-:-.1
I- =-,_~
"
~Ti E:: !
'-;:. .,....
+- ~ r Fl e-:J
~;ereuncier .
tF '_
._ ;;1(-'::;. '--
'H::
r
"~rt.s r-F ;:~rt~:::~e 516 ,
'Or:: ~ .:::atle statutes of the
T-:t:
].c
'....I~
V'~
-=~C:
~ ~he Surety herei~ as
.equislte notlces may be
~ad 1n matters arising
. -:. 9- =-, '-jernon I s Texas
cg'ccr
eVE
II-.
r- Cc
t}~
:...- ) ..-
a r
IN WITNESS WHEREOF,
I v..
p~rri'::'
c.
7th
~ copies, each
day of
"" .:::::. ~~, e-:1
>'lCLTCh
Ot
PRINCIPAL
S.J. Louis Construction of Texas. Ltd.
,1; ll{lj.tua~
v.
.Les v. Whi~~an. General Manager
~TJ~: t;arlO & .I-lel
ATT::T.,~~: ~
. P (" t p r, J. S t a h 1
!~ 1 "'1 +- >.J ,:::;TI/:-
SURETY
UBERTY MUTUAL FIRE INSURANCE COMPANY
-:i- " .~
~'_ i L:
. ,.+
-----..-
7"" 'Ii:- J.~J A~
-'"
"~r"'c {"C'.
Laurent R. Laventure
~- rr, (:_
The Resident Agent of the Surety in Nueces County, Texas, for delivery of
notice and service of process is:
Agency
Contact Person
Keetcl & Ass,)ciates
Ke\'in Keetch
Address
_-.l71h Santa Fe,'~orpus Christi, TX '8404
Phone Number
=, 61-883- 380 3
h'"
['a t
pd ").
. r-ac-:=
2:"TT\C:L,_ ;'-<, :.::
LIMITED PARTNERSHIP ACKNOWLEDGMENT
STATE OF TEXAS
COUNTY OF fARRAN'[
On this 7th day of March, 2006 before me personally appeared Les V. Whi tman
to me known, who being by me duly sworn, that he/she is the General Manager
of the S. J. LOUIS CONSTRUCTION OF TEXAS LTD. the Limited Partnership described
in and which executed the foregoing instrument; that he/she signed his/her name thereto
by order of the Board of Governors of said Limited Partnership.
Notary Public
/V
l~"';;':"':'" -
""*'" '~c'.
- . . .
:: " ,-.:. <
:. ,:. . ,,~
.~~----~
iE-C" JOt IES
,.','''. "'1(': ',XP'Ht'
" "'OOfJ'
R.S--,,':.er ~ .
-. ,..--::=-
ACKNOWLEDGMENT OF CORPORATE SURETY
STATE OF MINNESOTA
COUNTY OF HENNEPIN
On this 7th day of March, 2006 before me appeared Laurent R. Laventure to be known,
who being by me duly sworn, did say that he is the aforesaid Attorney-in-Fact of the
L1aERTY MUTUAL FIRE INSURANCE COMPANY, a corporation; that the seal affixed to
the foregoing instrument is the corporate seal of said corporation, and that said instrument
was signed and sealed on behalf of said corporation by the aforesaid officer, by authority of
its Board of directors, and the aforesaid officer acknowledged said instrument to be the free
act and deed of said corporation.
Notary Public,
... (/A-.l: i-l~1/L_/ i
/.
<.~' i~Li> fCft:.I.-{;. / \........
(Notary Seal)
-1
... Ii
;)
o i
Q. I
!.
.llCtII
I~
...~
-co
~~
UGl
0-=
..co
Ii
~'t:I
C'-
~~
...
to
g~
~...
ti
~$
~.5~
...!
2~
2>-
;g
>Gl
......
0'"
z~
i
!
---'
THIS POWER OF ATTORNEY IS NOT VALID UNLESS iT IS PRINTED ON RED BACKGROUND.
1730431
ThiS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the
manner and to the extent herein stated.
LIBERTY MUTUAL FIRE INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW AlL PERSONS BY THESE PRESENTS: That Liberty Mutual Fire Insurance Company (the "Company"), a Massachusetts
stock insurance company, pursuant to and by authOrity of the By-law and Authorization hereinafter set forth, does hereby name,
constitute and appoint, TONY D. BECKER, NATHAN P. HUGHES, STEVEN C. ARONSON, JANET D. BUERG, TERESA
HAMMERS, LAURENT R. LAVENTURE, KATHLEEN SORENSON, JOHN D. MOORE, JAMES R. PERKINS, STANLEY L.
PEARSON, TODD A. KELSEY, AMY M. BURNS, ALL OF THE CITY OF BLOOMINGTON, STATE OF
MINNESOTA..... "..,.. .... ... ".. ............ "".. ......"..."....... ........"..""". .".................................................., each
individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for
and on its behalf as surety and as Its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the
penal sum not exceeding FIFTY MILLION********DOLLARS ($50,000,000.00********) each, and the execution of such undertakings,
bonds. recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they
had been duly Signed by the president and attested by the secretary of the Company in their own proper persons.
>.
CO
't:I
tn
tn
Gl
C
'w
:;,
,g
>-
c
as
_c
-0
B....
>-UJ
Q)w
EE
00.
~~
-"
o~
...'t:I
Q)C
:=as
oE
D..as
.!!! 0
:59-
_0)
Oc
~i
~.8
GlO
.c~
_(\,I
E'?
...(\,1
;:~
50
u.....
oCf
1-.....
That thiS power is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE '><111 - Execution of Contracts: Section 5 Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such
limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in
behalf of the Company to fTlake, execute, seal, aCknowledge and deliver as surety any and all undertakings, bonds,
recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective
powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to
attach thereto the seal of the Company When so executed such instruments shall be as binding as if signed by the president
and attested by the secretary
By the following Instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-
i n- fact
Pursuant to Article XIII, Section 5 of the By-laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Fire Insurance
Company IS hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to
make, execute. seal. acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety
obligations
That the By-law and the AuthOrization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the
corporate seal of Liberty Mutual Fire Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 27th of
April . 20Q~..
LIBERTY MUTUAL FIRE INSURANCE COMPANY
By ~ - .4-if~J?1s---
Garnet W, Elliott, Assi tant Secretary
COMMONWE.'\L Trl OF PENNSYL VANIA 5S
COUNTY OF MONTGOMERY
On this 27th day of April ,2005 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and
acknowledged that he is an Assistant Secretary of Liberty Mutual Fire Insurance Company; that he knows the seal of said corporation;
and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Fire Insurance Company thereto
with the authority and at the direction of said corporation.
IN TESTIMONY WHEREOF. I have her.eunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on
the day and year first above written ,/. .
BY~~
NOTARIAL SEAL
CAR?L O'BRiEN, Not.'uy Pubric
LanSda,e Bo~o. Montgomery County
~ Cc:2::'~~~ E::ri:es UecemtoN" 31.2000
~-'-~-----
1843140
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to
the extent herein stated.
LIBERTY MUTUAL FIRE INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Fire Insurance Company (the "Company"), a Massachusetts stock insurance
company, pursuant to and by authority of the Bylaw and Authorization hereinafter set forth, does hereby name, constitute and appoint
TONY D. BECKER, NATHAN P. HUGHES, STEVEN C. ARONSON, JANET D. BUERG, TERESA HAMMERS, LAURENT
R. LAVENTURE, KATHLEEN SORENSON, JOHN D. MOORE, JAMES R. PERKINS, STANLEY L. PEARSON, TODD A.
KELSEY, AMY M. BURNS, ALL OF THE CITY OF BLOOMINGTON, STATE OF MINNESOTA.........................................
each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, any and all undertakings. bonds, recognizances and other surety obligations in the penal sum not exceeding
FIFTY MILLION AND 001100..................... DOLLARS ($ 50,000,000.00..... ) each, and the
execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the
Company CIS If they had been duly signed bv the president and attested by the secretary of the Company in their own proper persons.
That thiS power is made and executed pursuant to and by authority of the following By-law and Authonzation:
Q.
Q)
iii
Q)
Q)
-
,gC
..d!
;::;~
c:n
Q)
'0.2
..as
.....>
"i
::s
^"O
lij'ij)
.of
..
'0
.....!
Cas
~..
.4>.-;
'Q)
'Q1
..-
0.5
.sa)'
...
as
..
oJ>-
::U
asc
.",Q)
..
..
::I
U
ARTICLE XIII - Execution of Contracts Section 5 Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescnbe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such
attorneys-in-fact. subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as if signed by the president and attested by the secretary
LIBERTY MUTUAL FIRE INSURANCE COMPANY
:>.
as
"0
11l
11l
Q)
C
'ij)
::s
.Q
>-
C
as
_C
-0
~I-
>-00
Q)W
Ee
00.
=0
<CCW)
- ..
oo::!"
.."0
Q)C
::as
Oe
c..as
.!!!o
.co
- ..
_0)
Oc
>-Q)
:!::Q)
"0::
.--
-Q)
~.Q
Q)O
.co::!"
_C"II
e<9
..C"II
.- CW)
-00
c,
00
U,...
0<0
1-":'
By the folklwlng instrument the chairman or the i!resident has authonzed the officer or other official named therein to appoint attorneys-in-fact:
;:>ursuant to Article XIII, Section S of tile By-Laws, Garnet W Elliott, ASSistant Secretary of Liberty Mutual Fire Insurance Company, is hereby
authorized to appoint such attorneys-In-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
ieliver as surety any and all undertakings, bonds recognizances and other surety obligations.
That the By-law and the Authonzatlon set Ic;rth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of
Liberty Mutual Fire Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 8th day of November ,
2005
BYC--..Jff- tW- .ca'-5tA;-
Garnet W Elliott, Assistant Secretary
COMMONWEALTH OF PENNSYL VANIA ss
COUNTY OF MONTGOMERY
On this ~ day ot November ,2005 before me, a Notary Public, personally came Gamet W. Elliott, to me known, and
acknowledged that he is an Assistant Secretary of Liberty Mutual Fire Insurance Company; that he knows the seal of said corporation; and that he
executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Fire Insurance Company thereto with the authority and at the
direction of said corporation_
IN TESTIMONY WHS;'~
first above written. I v/':'ioO
JL.t
,
1),!i~unto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year
I
I
-l
CERTIFICATE
BY~~
Teresa Pastella, Notary Public
the undersigned, Assist~nrsec'r;tary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the
foregOing IS a full, true and correct copy, IS in lull force and effect on the date of this certificate; and I do further certify that the officer or official who
executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as
provided In Article XIII Section 5 of the By-laws of liberty Mutual Fire Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of liberty Mutual Fire Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED thai the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
With the same force and effect as though manually affixea
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this
March 2006_
7th
day of
PAY MEN T
..--- -",- ~,- - ~--.-..
BON D
BOND NO. 190-015-846
STATE OF TEXAS
KNOW ALL BY THESE PRESENTS:
COtJNTY OF NUECES
THAT S.J~ouis Construction of Texas, Ltd. f BEXAR Cou~ty, Texas,
~ nc f t: " . " . a ~::i LIBERTY MUTUAL FIRE INSURANCE COMPANY, a
r , . "',' - ~'t a- .c MASSACHUSETTS
:c
':-cd
L
~n
- --'-
heJ
SEVENTY-SIX
1 ']
nE-
hE
:a l
:T1
,
,c:~ f Texas, hereinafter
,~ t::e Ci ty of Corpus
~' " 1.1: - y , T e x as, her e in a :: t e r
-TS and = rporations supplying
, 'JoN C ~ k ref err e d to in the
EIGHT MILLION. FOUR HUNDRED
($8,476,046.00) DOLLARS,
_ Nueces County, Texas,
be ~ade we blnd ourselves,
~'_ 'cessors, jci~tly and
"
3T
lC
.:... ~~_.
n' :
:3 ..<
THOUSAND
FORTY-SIX
AND
e
~.,.
Oi
t.5-' :
THE CONDITION OF THIS OBLIGATION IS SUCH
"1;:-2
t-
'- ,
ht.d :l
NOW
me k;
r-+-
LC~
(-~ c ~~. :~
r ~
a t
IT
h
ed,
.:c
::~ ~ 't!
:1 + P J:=
THAT: vJhereas, the
t~e City of Corpus
~Opj of which is hereto
tion of:
J.. ;-1
r2C"- V.i'.:i_~
., . e
,.28TlL ~C . FEBRUARY
20~, d
r-
f ( 1
c:-~.tr
SOUTHS IDE WATER TRANSMISSION MAIN PHASE 5
HODD FIELD RD. TO WHITELEY DR.
PROJECT NO, 8391
(TOTAL BASE BID "A"' $8,476,046.00)
THEREFORE.
::'l;T' ;
'rn.::::::. .-
v' ~, :Cj.;thf~Jly perform its dULies
oersc~s, lrms, subcontractors,
. .aGcr and material in the
." 3.1 '; ',t ract and any and all
c ~at may hereinafter be
He~ '" ~~ hereby expressly
tnE:w'se to remain in full
!-- .t---
-~~
-Fe
, ~. c.::.::. ,r-'
c ~ -,
=
_--< ,--,-t-
.Je.-:_
"
__. J,
PROVIDED FURTHER
l\r: j
'0
~'-'
2: act.,
::;..
~ficc
t .L
a
Den
''2 --.
t
~ filed upon this bond,
3 ~_ ~~
sh
,...-, ~" . T
- +-:-...:: ,^" ,-.
i L.~
t-
~ ..;::~ te: "CL'/ stipulates that no
aD _ t: .. to the :.erms of the
, r i?reL ".der I or the plans,
:.::e same shall in anywise
eE ~ereby waive notice of
~r~ 1 n addition to the terms
t:T
,. _:::~ :r
1. ~T' ~ "
:::
v -+= r >'"""C.--.
r; ,
';15,
.L
==: C'jTl L 3 r
.e-
. ",(] ,
n e
I~
, ,
;::-,: ~. "'.:: n,E')
eretlnoer.
~rl '= ;-; +-
,3
:1; T
.:::. r';~
(~jIJr~
"
"s 0: A~ticle 5160,
=at~e statutes of ~he
:::l "fIJater2-al", as used
_,j J..rt2-c~e.
[,
~ ~l
~ -~
~.rerr:~
,.- ,
,c-1
:::;.::'
r:
~hE Sure~y herein as
-is te nctices may be
oG ~n matters arising
~ 9- 0' -Je~non' s Texas
~e :
eree
~JE
""
5
"j r; ",. J>~ .
IN WITNESS WHEREOF,
',; r . ~ _ j e e ::' '::
:- ;,.:r:,
C E>:e=.-A
::::;'-'1
L;
copies, each
day of
t- ,-
7 th
Na ;~;:h
~"---"---'-- - --,----...--
Ob
PRINCIPAL
(' 1
.... . ,j .
Louis Construction of Texas, Ltd.
,/~ lJ4laftu<-
Les V. Whi!manl General Manager
2;:-::-=--, '-,P,'
ATTEST
.~{-~
ret.~
Peter J.
Stahl
:::: >, ,::'; n~;:':
SURETY
lBERTY Hl'TlJAL FIRE INSURANCE COMPANY
>" :',
~-}, ~_..~ - -~ ~. ------,.---
/ ~/ r- . . j 'oJ
f /' ~--......, - / ,f /'-':/I(!L c/~__'
r -.-~:
lcurent
R. Laventure
The Residen t Agen t of the Sure ty in Nueces Coun tv, Texas I for deli very of
notice and service of process lS.
Agency
Contact Person
Address
Kee.li.,-~Sso~~t::~__
Ke\'in KeeterJ
.7H Santa Fe
Phone Number
~_-.i.or\lUs Christi, IX 78404
__;:.21.:: 8 8 3 - 3 8 \2L___~_.._
:..j
Cat
ed e;.!
P <'117:-~
;.Tile:--_ ~,
k :-
LIMITED PARTNERSHIP ACKNOWLEDGMENT
STATE OF TEXAS
COUNTY OF TARRANT
On this 7th day of March, 2006 before me personally appeared Les V. Whi tman
to me known, who being by me duly sworn, that he/she is the General Manager
of the S. J. LOUIS CONSTRUCTION OF TEXAS LTD. the Limited Partnership described
In and which executed the foregoing instrument; that he/she signed his/her name thereto
by order of the Board of Governors of said Limited Partnership.
/---, ~
'. .-' Jy
Notary Public pr: filA..
(Nota I S
~--,
i
f """';'j;;;
\ ' c~*~~.
(~
iEV.Y J. NES
M~'/ '~;.s: ';_ E X I'> ;t._. ,
-J,.C8nOer 2006
._________1
ACKNOWLEDGMENT OF CORPORATE SURETY
STATE OF MINNESOTA
COUNTY OF HENNEPIN
On this 7th day of March, 2006 before me appeared Laurent R. Laventure to be known,
who being by me duly sworn, did say that he is the aforesaid Attorney-in-Fact of the
LIBERTY MUTUAL FIRE INSURANCE COMPANY, a corporation; that the seal affixed to
the foregoing instrument is the corporate seal of said corporation, and that said instrument
was signed and sealed on behalf of said corporation by the aforesaid officer, by authority of
Its Board of directors: and the aforesaid officer acknowledged said instrument to be the free
act and deed of said corporation
/.
Notary Public,
/ {A!J-'e~7'-/ /\ _, ria / .,if /
(Notary Seal)
, .- }'::;'i(;f;:;.^^'^~^'-'^^-~^-^^V'vV\^^,"""',^ t
.,~(~~~~\ ~L\THL~Et\JSORENSON ~
? \~~~j;J . ~ot8(V !-"ubllc-Mlnnesota "
~__~/ C 5
. '_ ".....~~./ \";v -,OT':"'lSS'()~i ExpIres Jan 31,2010,2-
v ~V\.sv...>l f J'>c'-"-.,"\t'V,\i'y'\/\f'.<> ."",/'V'V'V"V",^^,v\ ," 1:'
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
1730431
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the
manner and to the extent herein stated.
LIBERTY MUTUAL FIRE INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
--1
KNOW ALL PERSONS BY THESE PRESENTS That liberty Mutual Fire Insurance Company (the "Company"), a Massachusetts
stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name,
constitute and appoint, TONY D. BECKER, NATHAN P. HUGHES, STEVEN C, ARONSON, JANET D. BUERG, TERESA
HAMMERS, LAURENT R. LAVENTURE, KATHLEEN SORENSON, JOHN D. MOORE, JAMES R. PERKINS, STANLEY L.
PEARSON, TODD A. KELSEY, AMY M. BURNS, ALL OF THE CITY OF BLOOMINGTON, STATE OF
MINNESOTA... ................. .. ...... . ....... ...................................................., each
individually if there be more than one named, its true and lawful attorney-in-fact to make. execute, seal, acknowledge and deliver, for
and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the
penal sum not exceeding FIFTY MILLlON********DOLLARS ($50,000,000.00********) each, and the execution of such undertakings,
bonds. recognizances and other surety obligations. in pursuance of these presents, shall be as binding upon the Company as if they
had been duly signed by the president and attested by the secretary of the Company in their own proper persons.
LIBERTY MUTUAL FIRE INSURANCE COMPANY
>.
C'Cl
~
1/1
1/1
(I)
C
"0
:I
,Q
>-
C
C'Cl
=s
B...
>-U>
Q)UJ
EE
00.
=0
<tC")
- ..
o'="
~~
Q)C
;:C'Cl
oE
D..ca
.!!! 0
.co
- ..
_0>
Oc
~(I)
:21
-(I)
~,Q
(1)0
.c'="
-<"
E~
....<"
:;:::~
C,
00
u....
0<9
.......
oJ
;;
~
!.
~I/I
j~
toTe
-C'Cl
i:l
...0)
U(I)
":I
0-
...C'Cl
!.::
.C'Cl
-:I
~~
C'-
:!~
-...
.0
0(1)
Cm
~...
Ji
0.5
E ~
...oS
0C'Cl
.....
2>-
_U
alC
>Gl
......
0'"
z~
T'hat thiS power ,s made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE ><111 - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such
limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in
behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds,
recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective
powers of attorney shall have full power to bind the Company by their signature and execution of any such instruments and to
attach thereto the seal of the Company When so executed such instruments shall be as binding as if signed by the president
and attested by the secretary.
By the following Instrument the chalrmarl or the president nas authorized the officer or other official named therein to appoint attorneys-
in-fact
Pursuant to Article XIII. Section 5 of the By-laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Fire Insurance
Company IS hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to
make, execute. seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety
obligations
That the By-law and the AuthOrization set forth above are true copies thereof and are now In full force and effect.
IN WITNESS WHEREOF, this Power uf Attorney has been subscribed by an authorized officer or official of the Company and the
corporate seal of Liberty Mutual Fire Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 27th of
6miL . 2005 .
By r;:: - 4-i(&-1,~
Garnet W. Elliott, Assi ant Secretary
COM~~ONWE.~,..T'H OF PENNSYLVANiA, S5
COUNTY OF MONTGOMERY
On thiS 27th day of April ,2005 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and
acknowledged that he is an Assistant Secretary of Liberty Mutual Fire Insurance Company; that he knows the seal of said corporation;
and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Fire Insurance Company thereto
with the authority and at the direction of said corporation.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on
the day and year first above written /'
~
By ary Public
NOTARIAL SEAL
CAROL O'BRIEN, Notary Public
.' Lansdale Bc~o, Mon:q;;n::;ry County
!::!Y CW;'rT,:sslon E::r:>i:'es f ),C~",.,.,~,,>r -)'1 '''"'''It
r " "v'""~:::~~:.~::::?_
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to
the extent herein stated.
1843134
LIBERTY MUTUAL FIRE INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Fire Insurance Company (the "Company"), a Massachusetts stock insurance
company. pursuant to and by authonty of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
TONY D. BECKER, NATHAN P. HUGHES, STEVEN C. ARONSON, JANET D. BUERG, TERESA HAMMERS, LAURENT
R. LAVENTURE, KATHLEEN SORENSON, JOHN D. MOORE, JAMES R. PERKINS, STANLEY L. PEARSON, TODD A.
KELSEY, AMY M. BURNS, ALL OF THE CITY OF BLOOMINGTON, STATE OF MINNESOTA.........................................
each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as Its acf and deed, any and all undertakings bonds. recognizances and other surety obliBations in the penal sum not exceeding
FIFTY MILLION AND 00/100**"'*""*"**"*** DOLLARS ($ 50,000,000. 0""* ) each, and the
execution of such undertakings, bonds. .ecoqnizances and other surety obligations. in pursuance of these presents, shall be as binding upon the
r;ompanv as if they had been dulv signed "Jy tre president and attested by the secretary of the Company in their own proper persons.
That tb,s power is made and executed pursuart to and by authority of the following By-law and Authorization:
...
Q.
G.l
,%1 en
G.l
G.l
-
.oc:
.:-e
::l'll
~
Cl
G>
'0-=
,.: ~
(6
~
~'C
C:'-
l'll~
.0...
ARTICLE Xiii Execution ot Contracts: Section S. Surety Bonds and Undertakings.
i\ny officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make,
execute, seal acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such
attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such Instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as .1 signed by the presidpnt and attested by the secretary
LIBERTY MUTUAL FIRE INSURANCE COMPANY
:>.
l'll
'0
I/)
I/)
G>
c:
"in
~
.0
>0
c:
l'll
_c:
-0
~...
>oC/)
G>W
EE
OQ.
:1::0
<(M
- ..
O~
...'0
G>C:
3:l'll
OE
l:l.l'll
.!!!o
.co
- ..
_0>
Oc:
>oG>
;t::G>
:2!
-G>
~.o
G>O
.c~
_C\t
E~
...N
'-M
-CO
C,
00
0..-
0(0
...~
By the follOWing instrument the chairman cr thE president has authOrized the officer or other official named therein to appoint attorneys-in-fact:
Pursuant to Article XIII, Section 5 of the BY-Laws Garnet W. Elliott, Assistant Secretary of Liberty Mutual Fire Insurance Company, is hereby
authOrized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
deliver as surety any and all undertakings, bonds. recognizances and other surety obligations.
That the By-law and the i\uthorization set 'orth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscnbed by an authorized officer or official of the Company and the corporate seal of
Liberty Mutual Fire Insurance Company has been affixed thereto ,n Plymouth Meeting. Pennsylvania this 8th day of November ,
2005_
""
'01
... .!! .
C:l'll
,..; .:: COMMONWEAlTH OF PENNSY'._VANIA
):l COUNTY OF MONTGOMERY
1Q)
~-
0.=
Ea)
-
l'll
...
;g ~ IN TESTIMONY
.: 5i first above written.
...
...
~
CJ
BYC--~ tV - ~~
Garnet W Elliott, Assistant Secretary
s~
On thiS --ill!L- day of November . 2005 before me, a Notary Public, personally came Garnet W. Elliott, to me known, and
acknowledged that he is an Assistant Secretary of Liberty Mutual Fire Insurance Company; that he knows the seal of said corporation; and that he
executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Fire Insurance Company thereto with the authority and at the
direction of said corporation.
CERTIFICATE
subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year
BY~~
Teresa Pastella, Notary Public
the undersigned, Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the
foregOing is a full, true and correct copy. 's in full force and effect on the date of this certificate; and I do further certify that the officer or official who
executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attomeys-in-fact as
provided In Article XIII. Section 5 of the By-laws. of Liberty Mutual Fire Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Uberty Mutual Fire Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
with the same force and effect as though manually affixed
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this
March 2006
7th
day of
'r1 , ,
!)E 1: 53AM;
Pdge ,38/40
~ == CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
::c t Y of c:orpu3 Chr 1St, O"'dinance 17112, as amended, requi :res all persons or finns seeking
tl do business ].lith the City to provide the following information. Every quest.ion must
:)E' answerpd. It the qu~stlon is not applicable, answer with "NA".
FIRM N>>fE' S:J. l-9\AI$ ~S1l2-lA.~C;J..J of ~~~.
B'l'REBT:_'1S(P2. lC(l.El-JE ST. I itlct__ ..~ CIT'{: SAtJ A-lTD!-JI()
FIRH is C;orpc.rat tun 0 LPartnershg )Q 3. Sole Cwn@r 0 4. Association 0
ZIP:
182-t I..
at her 0
01 BCLOstJR.I Qtn S'nON'S
i.t additior)/i,l apace is neces:3a:ty, pleaae usa the reverse "ide of this pagB or attach
separate sheet.
1. lute trna ~. of "oh ".-ployee" of ~ Ci ty o~ Coxpua Chrieti having ~ n~ahip
inter.at" ooneUtutihg 3\ or aore of the owner.hip in the above naa-.:l "fix."".
Name Job Title and City Department (if known)
N.A-
l-JDf-Jr;
:2. Sbt:AI the naaes oE -.ch "'of'f'icial" of' th. City ~ Coxpa Chri..ti having en "'owner1Jh.ip
iDt:.eJ:..t"" oon.tituting 3\ or aor. of th. owner.hip i.n ~ abo1nI Ila.1DGCi "'~ira".
N411ne Tit 1 e
~. t-jDt-JE
3. St:at.8 t.h4I ~ of....oh "board -..ber" of the Ci ty oE Coq=. Chri.ti ha.-i.nq an
"'own.r.hip intAr..t- coneUtuting 3\ or aore of' t:lw owner.hip .in the above naaed
".1.~..,
Name
. t-JA.'- t-J~tS
Board, commission Q~ Committee
4. Bt:ate the naaee of .;aah erIIpl~ or ot'l'icer o~ . "oonaul~t" for t:ha Ci.ty ot' Corpua
Cbl:'i.U who worked qn IIDY _tt:er related to the .ubjeot of thi. coner.at and baa an
"'()tfIWrehi.p in~.t" oocuatituting 3' or ..ore of' the owner_hip in ~ ~e naaecl
..fLra....
Name t--! Cf-J E
N.A.~-_~_ _.
r:UJ1sul tant
CERTIFICATE
I certify that all i,nfo:rmat1on provided is true and co.rLtect as of the date of this
statement, that I have not knowingly withheld discloBure of any information request@di
and that $upplemental statements wi 11 be promptly nubrni tted to the City of Corpus
Chr1s~1, Texas as chanqe~ occur
C~rtifying person:_ p~V'O A. D\ ISr-6"Dt--J ..~_Title: VILE fre;l~lJr /c;,OJT~TY-IViA~f-.
(Type r rintl A' pA;, CIIle'
SIgnature of Certifying P",rson: _~,.;.J. , n__._ Date: 1(2.5/010 ?--(l (of&,
IR4>v!se4
PROPOSAL FORlol
vAGI': 14 OF 15
ADDENDUM NO - 1,.
At;t:aohaMmt No.'
paqe 14 of 15 ..... ...
, ; ~
Jb 1: 53AM;
Page 40/40
.wi .J.llIli!W'"
.".
DEFINITIONS
a "Board Member". A member of any board. commission or committee appointed by the City Council of the City Of
Corpus Christi, Texas.
b "employee". Any person employed by the City of Corpus Chrtsti, Te)(85, either on a full or part time basis, but not as
an independent contractor.
c. "Firm" Any enuty operated for economic gain, Whether profe88ionaI.' - I IodustJia\ Of commoroial end whether
eItabIi~ec:1 to produce or d.eal with a produc;t or service, InCluding but not 1Im~ to, en~ operated In the form of
... pmprletofahlp. as "f-employed pEnOn, portnership. ci:lrpor8tion, joint stock company, Joint venture,
receivership or trust and erttlties wtlich. for purposes of taxBtion. ete treated as non-proflt organixatiOns.
d. "OftIciar. The Mayor, m~ of the City Council, City Man~. Oep,uty City Man8Q8r, ~stant City Managers,
Oepertment and Oivlsion Heads and MunIcipal Court Judges of the City Of Corpus Chrtsti, Texas.
e "OWnership Intefest". Leg.1 01 equitable Interest whether IlICtualty or 00flI~ held, In a nrm. including when
8UCh \r1ter'nt ishekllh~ an agent. trust, estate or holding entity. .ConatrudivelY hekr referstD holding or control
Mt8bIished through voting!trusts. proxies Of speciat terms of venture or pertnef8hlp agreemenf:$.
"Contutta"r. Any penson; or finn. such as engIneerS and an::hitects. hired by the City of Corpus Christl for the
purpose of profesSiOnal odnsuItatIon end mcommendatlon.
!Revi:Jodl
PROPOSlU. roftM
PIUiE 15 OF' l~
ADDZNDUM NO. 1
Attachllent No. :i1
Pap 15 o~ 15'
r---
I ACORQM
i
: .::qCy::;
CERTIFICATE OF LIABILITY INSURANCE
15? no lCU
DA TE (MMJDDIYY)
3/08/06
THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION
ONL Y A ND CONFERS NO RIGHTS UPON THE CERTIFICATE
I-iOLDER THIS CERTiFICATE DOES NOT AMEND, EXTEND OR
A,L TER THE COVERAGE AFFORDED BY THE POLICIES BELOW
;;OMPAHIES AFFORDING COVERAGE
Acord!
4300 \1a!ketPOInte Ur:r60
Bloomi'lc:on, MN J)4 5
)Mp:,N"y
A.
ZUrich! ns Co (MN Construction)
'iSlRf-
S.J LJUI') Constructlor of
Texas T:)
520 Sow h Sixth A venue
Mansfiel(j TX 76063
:\JMPt";\JY
B
American Guarantee{c/o McLeanO)
.OMPf\NY
Flremans Fund Ins Co (Chicago)
~OMPANY
o
COVERAGES:
'"HIS is TO CERTifY THAT THE POLICIES OF ,NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDiCATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFiCATE MAY BE ISSUED OR MAy PERTAIN THE NSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSiONS AND CONDITIONS OF SUCH PCLlCIES L1MI"S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
'.YPE OF .,~L;f..-ANCE
;:>Que -. "\lU-ABER
~)LiCY =.FFECT'VE >:;l(,::CCY EXPIRA TiQN
J~ TE ,MM,OO/YY', JA TE IMM,oOfYY)
.A 3B'>.iERAL UABIUT-
X -'OMMERCIAL ,ENt:RAL L:ABIL fji
CLAIMS MADE X )U liR
(;,D9:'0720C
, 1/01/05
11/0106
LIMITS
GENERAL AGGREGATE I $ 2000000
PRODUCTS. COMP/OP AGG $ 2000000
PERSONAL & ADV INJ URY 1000000
EACH OCCURRENCE 1000000
FIRE DAMAGE (Anyone fire) 3:10000
MEO EXP (Anyone person) lCOGO
COMBINED SINGLE LIMIT
1000000
BODILY INJURY
(Per person)
: BODILY INJURY
I (Per accident)
e~--~~~
PROPERTY DAMAGE
AUTO ONLY. EA ACCIDENT
! OTHER THAN AUTO ONLY:
EACH ACCIDENT $
AGGREGATE $
(;WNER'S & C-'NT"" .L\C TOR PI~() T
'_l:
~ Per P!?J
Aqqreqate
t-"---.----..--
A
:;M O~LE ,-lABI
:x:: 'IN'l .l\UTO
B~,P9:3 ;7199
1:01,05
11/01'06
OWNED ;.\
O,C HEDULED ;.
:{ "IRED AUTO~
:{ ~ON~OWNED .',: Tee.
$1000 ';ornp
X $1000 Coli
i
~
,
)~~A:;E UABIUT'v
.\NY AUTO
,
rB-'~,:.;-;~~~~ -_lABIliTY'
'< ,MBRELLA H,"M
j OTHER THAN ;.JMBRELLA :ORfV:
r7'~'ORKERS COMPENS~' eN AN'
':~v1Pl_::::YERS' UABIL
AliC4: 75280
1 1/01/05 11/01,06
EACH OCCURRENCE
, AGGREGATE
$
$
$
OTH-I
ER '
BOOOOOO
BOOOOOO
WC9311720102
'1101-05
11/0106
1000000
Hel
,
is
I
, EL DISEASE. POLICY LIMIT I $
EL DISEASE. EA EMPLOYEE I $
1000000
r-
de PROPRIETOR!
lA..RTIIJERSJEXECU 1
)F'ICERS ARE
:{ !NC
1000000
"'T<-_EO
Ml197.J07463
, 1 f01 05
11/01.06
p"tallation Fit
$7,500,000 limit. $250,000 in
transit, $250,000 at temporary
location
~ ,.-.-,--.--.-..-....---...-.
lJESCRlp-rlCN OF OPERA~,r)NSiL:)CA c:ONSNE~I')LESiSPE': AL ITEMS
, Proj. #8391 SOlJthside Water Transmission Main Phase 5e,ty CJt Corpus
;hnstl IS nameo additional insured With r"spects to Genel al L:ability
..>S. A,uto Uab ofr above referenced pr(~ect 3S reqUired by contract.
,: Cancella~n. notice as required by contract.
CERTfFICA TtfHi)LDER
Corpus Christi Engln Services
Attn: ,ontract AdmlnstratCl
POBox 9277
CANCELLA TION
)rlCuLD ~,~y )F 'HE ~BOVE JESCRIBED POLICIES BE CANCELLED BEFORE THE
Corpu~, Clristl T X'8469
-=-_<;:'!P./oT'OI\ :),:IT= THE~=OF, ~HE iSSUING COMPANY 'NILL ENDEAVOR TO MAIL
l~cA yS NRITTE~ '<mCE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
-J'iT ~':ucwRE -j "'AIL. ~JCH ~OTICE SHALL iMPOSE ~o OBLIGATION OR LIABILITY
jF "",Y ~IND PON ~HE COM PANY
<THOP!ZED R ENTAT"JE c:li
.~ a:t/'V~-<-r
ACORD 25-5(1/95\
70- 56
DA TE (M MIDDIYY)
3/08/06
THIS CERTIFICATE IS ISSUED AS A MA TIER OF INFORMATION
JNL Y AND CONFERS NO RIGHTS UPON THE CERTIFICATE
i10LDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
At TER THE COVERAGE AFFORDED BY THE POLICIES BELOW
_._~_.'..--
u.~Qrv1PANIES AFFORDING COVERAGE ~_
Ipp~__~ORD.
!
CERTIFICAtE OF LIABILITY INSURANCE
]5 '.831;-WOO
Acorrj",
430p [\/arketPolntE' [) #!- ;0
BIOOI'lIf1qton MN S 5B 5
" ;~,1(.:.^d~'.
ZUriCh Ins Co (MN Construction)
~'JE:
, -l)~J;J/l.,N-(
S J ",.OUIS Construction 0' y
Texas L TO
520 South Sixth Avenue
Mansfie!d TX 76063
American Guarantee(c/o McLeanO)
i'UfI.WANV
Firemans Fund Ins Co (Chicago)
rHIS is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
iNDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
:ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
E"eLUSIONS AND CONDITIONS OF SuCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
--- . .-. ,___u_ -- '. .u ---, , --~~~i~~~;FECTIVE : "OLlCY S<PlRA TlON !
T\/PEC~ ;N,':'.;~A,NCf 0tJI ':Y', JM6EQ D:.TE{MM/DOIYY) OA"7"E(MMJODIYY) I
i~OMPANY
o
COVERAGI;S
_L
~ -:'"0
--'-----. _._----"
I A :;8JERAL L!ABlli~
:i COMMERCIAL GE r...lERAL L;AB,UT<
I CLAIMS MA_Of X OCCL--q
i ')WNERS" :O~ 'P~CTORS PRe
I ".., Per PrOJ,
r~ AQQreqate________ ----- -----
A _-.J,T. ClM08ILIE lIASllIT '/' 8Apc '07199
:l, ""-NY AU fO /-'
! -, ALL OWNED 'UI
i
I
I
i
!
i
I
/
I
!
k
lB. ECESS UABILlT'
! -~--JMBRELLA F JRM
,LOC'l07200
11/01i05
11/01/06
I
.-
/'
11/0' iDS
11/01/06
(
'3CHEDUlED ,1Ul
~IREO AUTC'
~ON-OWNEl. ;U'
x
$1000_Comp .,
$1000 Call
x,
,:;,.l,RAGE UABIUT
A.NY AUTO
--i-
;l,UC4n52BO/
.f
, 1/01/05
11/01/06
L- OTHER THAN UMBRELLA FORM
1,' A WORKERS COMPENSA -'eN AND ('
EMPUJYER$' UABiL.!T
-{
WC9:10720102
, l/Ql/OS
11/01106
I
I('
1 HE PROPRIETOR; :< NC.
P"RTNERSlEXECIJTiVE
OFFICERS ARE u-L~.!:..__
C C""''"-<E"R
MZI9 '907463
11/01/05
11/01/06
"Istallatlon F't"
,
I DESCRIPTION a= OPERA T10NSlLOCA TIONS/vErICLES/SPE::IAL ITEMS ------..,- ---.--.----
, PI'OJ #8391 Sauthside Water TransmiSSion Main Phase ~),Clty of Corpus .
Christi is named additional Insured with respects to General liability /
& ,4uto Liab ofr above referenced proJec as required by contract,
Cancellllion notice as re ulred b contract.
GOOIFICA ~LDER
LIMITS
GENERAL AGGREGATE
PRODUCTS. COMPIOP AGG
PERSONAL & ADV INJURY
EACH OCCURRENCE
2000000
2000000
1000000
1000000
300000
10000
FIRE DAMAGE (Anyone fire)
MED EXP (Anyone person) $
, COMBINED SINGLE LIMIT
V 1000000
BODILY INJURY
(Per person)
BODILY INJURY
(Per accident)
: PROPERTY DAMAGE
AUTO ONLY. EA ACCIDENT
OTHER THAN AUTO ONLY:
EACH ACCIOENT
AGGREGATE $
EACH OCCURRENCE
AGGREGA TE
8000000
BOOOO 00
x
OTH.
ER
1000000
1000000
1000000
EL DISEASE. POLICY LIMIT
EL DISEASE. EA EMPLOYEE
,
I $7,500,000 limit. $250,000 in
transit, $250,000 at temporary
location
Corpus Christi Engin, Services
Attn: Contract Admmstrator
POBox 9277
Corpus Christi TX 78469
/
/
V
CANCELLATION
I SHOULD "NY OF THE ,BOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
I /'EXPIRA TION JATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
'{ --.l2... DA YS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
I BU' "AlLURE TO MAIL oUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
I ACORD 25~' (1195)
70- 56
::=+11-13RC=_'I.L GENERP.L LLZl.BIL'::TY
TT-:~ :;
~)i'"'JC'ESE:.:El:J': '=:-~::"":'JG~ ~
sr,'r ~ '~",'
- -"~---
::::E:..=GE ?s';\.D
r:
':''illEFl'LLY
v
'.DDmO'l.-\.L ;)ISTJRED - OW'iERS, LESSEES,OR
C)NTR.'\.CT:JRS~FiJR-\{ B)
ef1dc:rse;p.e~.t: -lod.:.::..:=s 2..::.3-~:-3.nce ;::-:;-.~ided ur:.der ::'be foll:l:wing:
y
=Crf>1E?~C=A'=.3EXER..~ LI~~IL~T~'" L:CJ"';.I~R...~G2 P_t;RT
SC!-!EC:JLE
Name ~= ~er3on ~r Or?~~iza~icn:
:.:.tv ;~i ':oroL.:.S Ch.=i~t~
vlDep~rtme~t ;t Engineering Servlces
ATTN Cont=act Admlnlstrator
?,O 30)'. 9271
:orpus Christi, 7exas "8469-927~
(If 1"1::> em:ry appears ~bove, Lr:formatL::r: requlred to c:lmplete ~his endorsement will be
shoW!'. In the Decla,rat con as appl icable to th.:.s endorsement,)
WHO ~s .W INSLlED (SC!ction I.I) lS dmended :0 L:lclude as an insured the person or
organization shown in =he SchedUl=, but only wlth respect to ~iability arising out of
"you.1: 'J/ork" for that _nsured by c::- E::;r you.
Named ensured: S. J, Louis Construction of Texas, Ltd.
v
Pol.l.C\' Number:
GLO 9307200
v
Sf::eC-=-'fe ::::'ace
:r -~h:;:, Sndcrse':1ent
3/8/06
Author 2. zed 'R.eDreseritac:. ~J'e :
~c?~ U. ~~ ~4'
Name "rintedi Beverly A. Sprelgl, CPCU
Tit_e ?::-lntec) Sr. Account Manager
v
,::r:; ::; Q
:-:5
TE 99 OlB
v ADDITIONAL Il'iSLllED
~'.1:S endcrse::nent: ','cc.i::.e,' L::--,Si.::-:nce D:-:;';:::ied 'mder '::l::e fol':'owi:lg:
I
./
BUSINESS .;UTO COVERAGE FORM
GARAGE COVERAGE FORM
TRUCKERS COVElL~GE ?OR.'f
:-his e:l.d.orseme!1t. ~~hanges c!"'...e :Jolic~/ ef=~c::::..~.re or:.. the incepr.icn da:e ::)f the
Qol.:.cy 1.U1less anoc:ner dace ':'5 ir.di::a:ed :::el::w:
Er...dorsement: Sffec::i~,,"e
/
:?ol:.:;y Number
V'
3/8/06
SAP 9307199
Named Insured
j
~~ct. ~
Countersi~d by
(Authorized Representative)
S. J, Louis Construction of Texas, Ltd,
/
The provis~ons and exclusions t~AC applv ~~ LL~ILITY COVE~\GE also apply co
this endorsemer.c.
c_:y of:orpus Christl
Cept. of Engineering Se=v:.ces
Attn; Contract Adminlstrator
P O. Box 9277
Corpus Christi, TX 78469 9277
(Snter Name and Address sf Additional !nsured.)
is an insured,
omis s iens or a
policy.
but only wit:, respect :0 legal responsibility Eor acts or
pe:'son Eor .....hom Liabil~:y :overage is afforded under this
The additional insured 15 not re~Jired to pay for any premiums stated in the
policy or earned from the polie/. Any return premium and any dividend, if
applicable, declared by us shall be paid :0 you.
You are authorized t:J ace: f:Jr the addit.ional insured i:1 all matters
pertaining ~o this LnSUrance.
We ',viII mail ::::le .idditional ~r.sured
pol~::y. If :he car:.cellaci::n _.:1 by us
additional insured.
nOC1.:e :Jf any cancellation of this
~e ~ill give :e~ days nocice to the
The a.dditional ::..nsu=:ed >/111 'ret.ain any :::-:.qhc .JE recovery as a claimant: under
c.h.::..s policy
?OEM '!'E 99 01':]
ADD~TICN~ L~SURED
Texas Standard Automobile Endorsement
Prescribed March 18, 1992
=J~~ERC=?~ GENE~~ ~I.~r~ITY
f"H:S S)TL<JR3EI~t?l.rT '=r--=,~':G;~~ ~S2: :';:'L:=~.:' - :?~E-;SE ::{R::W T.,., C~?ill3FT_)"LL~{
ITX.~S C:c{.:...NGES - :1.....\iENDrviENT OF
'o/ :ANCELL.-',. TIiJN PROVISIONS OR COVERAGE
CHA.NGE
~~. endcr3emec~ ~od~fles .~3Urance provlded under the following:
/ COMHER'::::.=ili}ENEF_;:'.L :"':.;Z::L::T'::: CCVEEAGE P.'\..RT
LIQUOR LIAB ILlY! C::J'JER..lI..GE P.ZillT
OWNERS o~ ':::ONTR..~CTORS PROTECTI~JE LI?BILITY COVERP.GE Pp..RT
POLLUTION LIABILITY CSVEEAGE PART
PRODUCTS/CC~'IPLETEJ: OPE-:U\.TlONS LIABIL':TY COVERAGE PART
RAILROAD PEJTECTIVE LIABILITY CO\lERAGE P1<..RT
1:1 t:he ever_t 0: carlcella::i::;n or material change that reduces or
restricts the insuranc~\affcrded by this Coverage Part, we agree to
mai ~ prier ;.Jrl :.ti~n noti ::eaf cancellation or material change to:
Schedule
, Name. SEE BELO\'l
2 Address; SEE BELOW
3
Number of daiS ad-/"'ince nocice: THIRTY (30)
v
City of Corpus Chrlsti
Dept. cf Engineerir:g SerJ"ices
Attn: Contract Administrator
P.O. Box 9277
Corpus Chris:.i, TX 78469-9277
y
Named Insured; S. J. Louis Construction of Texas, Ltd.
v
I?o 1 i::.y Number:_ GLO 9307200
~
EfEec~ive Date of This Endorsement;
3/8/06
Au:.h::>rized Represe::tatlo;-,,;:
~~ << -/~ L/Cy V"
/
Name print:ed); Beverly A. Spreigl, CPCU
Ti -:.12 (?rinted) Sr. Account Manager
eGO 2 Q 5 (11- 85)
TE 02 02A
~ C\...'1CELLATION" PROnSIOl'i OR COV"ERAGE CH..-\J.'iGE ENDORSElYlENT
....,.~ -::nc.crJr2i'"1~n: :tC_l':' ':'~5 . :~Sl..:::2r::.:e pr:c-r/::..c.ed ~der the : "J:"lGwing :
" 1-~JSTIiESS A.UTO COVERAGE FORM
I GAP~GE COVERAGE FORM
I 7RUCKERS COVERAGE FORM
'--
T~_lS "nc.c;r:-serr.errc ::ha.:-"ges ::::e ::;oli:::', eEfecci'Te sn tl::.e lncepclon dal:e oE che policy
un:ess anot~er date lS lrrd::::ated below:
~~d~~semenc ~ff~ct~'le
/
~
poli.::'f :i'umber
38/06
BAP 9307199
v
S. J Louis Construction of Texas, Ltd
..;
~ /<~~ c::f. ~
c6un cers igned' by
(Authorized Representative)
~
./
Named I:lsnrec
THIRTY (3 oj 1
changed to reduce or
or change to:
days before this ?oli~/ is cancelled or materially
restrl';C cO'Terage we will mai:o not.ice of the cancellation
v
SEE BELOW
SEE BELOW
Snter Name and Address)
Cicy of Corpus Christi
De"t - of Engineering Sero.rices
Atcn: Contract Administrat.or
i?, :, Box 9277
Corpus Christi, TX 78469-9277
Autnor.:.zed Representative:
~~~ 4~~
N'ame ?r'iuce:J.): Beverly A. Sprelgl, CPCU
T~t_e Pr':':J.t~d. _?r,AccountManager
C/cc:;r
FOR~ T~ 02 02A - 2ANCELLATION PROVISION OR COVERAGB CHANGE ENDORSEMENT
Texaa Standard Automobile Endors~ent
Prescribed ~ovember 1, 1987
~JRKERS C::.L?EN'S.:';.TION AlE SM?:OY"RS ::::ABI:'IT'[ ::::;S!JR.~"l'CE ::OL::::':-;:
v
we 42 a 6 01
(Ed. '7-84)
TE:<~..~ ::-:-':::C2
"1..'\ ':'ER:.;:':'==~.l'lGE ;cIDO R.3 E:MENT
~'~:.:.s '=Y1.:::: 3err,f::'..._
';:own :. ':':'n 3 ..
-:.r~c___e_ :Jn~,- ':) :':e ....::sura.nce
8: t~~ =~:C~2t::~ ?age.
;,-,:':Yt:J.2'::
policy because T~xas is
~:. tL2: -I~: .'. :'r :::a:-:.::e_=l.:
'r> ,~, =::::e.=- :~:ac.er:.a_ _:ha..:-~ce ~:: :te ;.:Jlicy, fiJe will mail adv3.nce
::garnza::C2 ::amed :::1 'Z;.,e ScheiuJ.~. 'I'he nt:m.ber cf days 3d'laIlce
~Gtice -~ ~~e =e=so~
::;cice s .:nc:,...n _:-~ :::2 ..: - he_::i~__=-=
-~~S 2nc~~~eme~: ;~d~
~~e S.:hed1_::-=.
: ::::pe:::-3.-:: j.:.::"':cr:l:-I 81"" :.:::i.:..:t"e::::::'~~ _'....J 'Jenefit anyone nat: :lamed in
Sc.hed\.l':"~
Number' :;f days ].d~lar::. "e nct:.i:~.
} V
Nct:=e will be ma_le :0
:::ity 0:: CCrpL:3 Chr:sti
Deoartment o~ Engineering Services
~ttn Concra,:t Admi~istr~tor
P.O. Box 927~
,::c=pus :hr i s t TX ,~ 9 4 6 J - :1 2 7 7
v
T~~s endorsement changes tne policy to which lt is attached and is effective on the date
~5sued unless other....::.se stated. (T:.e information below is required only when this
'~n.dorsement is issued sub.~equent to preparation of the policy.)
V'
Endorsement Effecti'/",: 3/8/06 ?-Jli.=y No_ WC 930720102 Endorsement No_
::;~sured
s.
Louis Construction of Texas. Ltd. / Premi urn $ V
c,""~er'igned ,!.~~?l ~C/t:4'
Name : ?::-inted): Beverly A. Spreig. CPCU
'-:::mranc," C:mpany Zurich Insurance Co
,I'" ~ 2
6
:;.,:} - 3
:' 1:'" c:: - ?rint ed) Sr. Account Manager