HomeMy WebLinkAboutC2006-389 - 8/29/2006 - Approved
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S PEe I A L
PRO V I S
2006-389
08/29/06
M2006-276
Berry Contracting
S PEe I FIe A T I 0 ~. ~
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FOR M S
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BON D S
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIQHTING, . BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVBMBNTS, PHASE 4&
ceIA APRON PHASE 2 WESTSIDE (PARKING)
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PREPARED BY:
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RUNWAY 17/35 IMPROVEMENTS, SHOULDERS, BLAST PADS,
AND AIRFIELD Df<A.L:NJ.l.GE IMPROVEMENTS, PHASE 4.:
PGAL
5555 SAN FELIPE:, SUITE 1000
HOUSTON, TEXAS nos 6
PHONE: 71 -3 622 - J 444
FAX: 713 - 9 G 8. 33 3
LIGWl'ING AMI SICNAGE:
COYM, REHMET & GUTIERREZ ENGINEERING, INC.
56 6 3. STJ'~PLE.S, SUITe 230
CORPUS CHRISTI, fEXAS 715411
PRUNE ,t";] :i91.-C::)')O
FAY. )61 :,9 -)69
I ~l TY PROJECT
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tJC. J. eel (
DRAHINC \10 ~-~-p~~~'. A~~'~< .~
FOR:
DEP1..RTMENT OF ENGINEERING SERVICES
.=ITY OF CORPUS CHRISTI, TEXA.S
Phone: 361/880-3500
Fax: 361/880-3S01
I F }\A A I P NC): 3 :~~. ~~'~~- __~J
I PG~[~ prOJECT lIO
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CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMENTS (PHASE 4)
&
cerA APRON PHASE 2 WESTSIDE (PARKING)
DE.'ARTMENT OF' ENGINEER ING SERVICES
-.
<TTY OF CORPUS CHRISTI, TEXAS
REVISED
PROPOSAL FORM
"AGE 1 CF '1
I ADDIlIlDOlI NO. ·
AT'l'AClDIBNT NO. 12
PRO P 0 S A L
! '
1;-:11 f~ :
------_..~--~._~_..._--
P tOPOSd 1 'J1
~-. .._--~~~--------------
a >rpor t ion nrg"JJI i zecl and ex i st i [19 under the laws of the
r'r - ~
LJ'.d i
[
OR
a
PartJlershir'
=ir
Individual
doing
business
3.S
-~
TO: The City of Corpus Christi, Texas
t J ;.::-~rr.
The undersigned hereby proposes tc furnish all labor and
materia is, tooJ~;, and necessary equIpment, and to perform the work
cequired for:
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMENTS (PHASE 4)
& CerA ARPON PHASE 2 WESTS IDE (PARKING)
at the liY'atLons set out by the plans and specifications and in strict
accordance wi th the ('ontra,~t documents for the following pricesr to-wit:
-:.
REVISED
PROPOSAL FORM
PAGE 2 OF
ADDENDUM: NO. 8
ATTACHHBNT NO. 12
iRPj,; 'dR ;'fI INTERNATIONAL AIRPORT
R UNWA 'I IMPROVEMENTS, SHOULDERS,
I,IGHTIN(
BLAST PADS, SIGNAGE AND
~,IRFIE:LD DRAjNAGEMPROVEMEN'T~' i'HASE 41 '" A APRON PHASE 2 WESTS IDE (PARKING)
BASE RTI
"UNWA"
r t.) PRy./t"t~lENTS
'~H' Ui !JEt
IN!, FL';.t'; L',:',l
1 GN}>, IF: AIW
A IRFI ELi
" I Ni,;E :vFR<)'iEtvl ,NT': ;!,\;
, CITY Pk, J NU
II - "- II - -,- ---,,' ----- ,- IV
I III V
t -'- ~- -
I'
H
'I ITEM QTY & lfl'HT I\escripti()n Unit Price Total
I
-
G lOO
) ij 0 IrcstalJ Lightea ( ones (F'lrnished
b) Airport ) ~--- $
EA Complete and in place pel EA
G-300
2- in Furnish and Install Lighted (-'ones $
---'- -- -----
EA Complete and in place pel EA
G-300
90 Install Multi Barrier Barricades
3
{Furnished by ALcport) -_.,.._~-_._" $ -- --~--
EA Complete and in place per EA
G-300
! 20 Furnish and Install Multi-Barrier
4
Barricades ---,. - ~-_.- $ ~~ ~
EA Complete and in place per EA
G-100
Install, MaintaJ.n, Relocate,
Remove and Salvage Lighted Closed
5 1 Runway Markers (Furnished by
Airport) $
.-....-------- -._-~- - ,----,
LS Complete and in place per LS
G-500
6 1 Mol:- 1 li z a tic- (Has,.;> Eidl - --,-- S -~
L5 Complete and J.n p1ace per LS
G-600
7 1 Haul Roads ...-------..--- $ - __m___
LS Complete and in place per LS
G-700
8 488 Remove 36- c"MP Culvert --."_.._- $ --_.-
LF Complete ana in place per LF
G-700
, 488 Remove 48" CMP Culvert -------------- $ ~._~-
LF Complete and in place per LF
G-700
10 721 Remove 22 " l< 13' CMPA CUlvert ~_....._--- $ -~-_.- -
LF Complete and in place per {,F
0-700
11 715 Remo ve 29" l< 18" I:MFA CUlvert -----_._- $ -- ~-
LF Complete and in place per LF
G-700
12 520 Remove 36" x 22" C:MP A Culvert -.-- ----- $ --'~ --
LF Complete and In place per LF
G-700
13 2,320 Remove 58" x 36" CMPA Culvert .--- -- -----.- $ --.-- '-
LF Complete and in place per LF
-.
REVISED
PROPOSAL FORM
Page 3 of 21
ADDENDUM NO. 8
ATTACHMENT NO, 12
.......
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I III IV V
-- t- --..--.-..-
"
If ITEM QTY '" [iNIT Uescription Unit Price Total
I'
I G 700
J ~ G: 'Jut F 11 an:.:! At.andon L x 1-8'!
I : 4 '- \
CMPA CulvFrt $
-----,-
~.JF Cc'mplete and If' place pe LF
G 700
J. .-:., 560 RE'lnove 8 " 3anitary Force Main $
--.---- -
LF Ccrnplete and In place pel LF
G- '00
16 P (, Remove Reinforced Concrete
Pavement {DraJnage & Slope) _.. $ ----.
Sy Complete and 1n place per SY
G- "00
17 " Remove Concrete Inlet Structure $
..
EA Complete and in place per EA
G-~OO
18 I Remove ChaJ!l LinK Fence and
200
Foundations $ --
-
LF Complete and in place per LF
G-'700
19 636 Rernove 24" eMP Culvert $
---- -- ~--~_._._--
LF Complete and in place per LF
G-700
20 530 RemOve 30 " CMP Culvert - $ -.-.-.----
LF Complete and in place per LF
P-101
21 .25\ Remove Pavement (Asphalt) (Runway)
1
(Appx 15") --_...-.---- $ ---'-'--'~
SY Complete and in place per BY
P-IOl
22 ....:em....-.".e f,.1 '....~~-.rl"n t ':'sIJhal t)
bt
(Taxiway) ( Appx 12. ) --,-- - $ ----.,--.-
BY Complete and in place per BY
P-IOl
Remove Pavement (Asphalt) ( Runway
23 524 Edges near Thresholds) (approx
2" ) - -_. ._._--~.- $ -'-"~-
BY Complete and in place per SY
P-1Ol
2. 1,500 Sawcut Pavement (Asphal t) ------.." $ -- -'-
LF Complete and in place per LF
P-101
25 10,000 Joint and Crack Preparation -.-----.. $ --~
LF Complete and in place per LF
P-lO'
26 lOl 334 Cold Planing Asphalt Pavement
Runway (Stockpile On Site) -----~- $ ~"- -----.-----.-
SY Complete and in place per SY
P-10J
Cold Planing Asphalt Pavement
27 11,573 Taxiway & Blast Pads (Stockpile On
Site) --- $ --------
Sy Complete and in place per SY
P-152
28 4,012 Unclassified Excavation -- $ ---
CY Complete and in place per CY
-.
REVISfl)
"'ROPOSAlfORM
Page 4 of '1
ADDENDUM NO.8
ATTACHMENT NO. 12
..........
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UN~~I~ :,
:<IRFrE,
t-1I- ;,,' F:MENT:
~~;rH ~l ~Ji)L~,~
.hTIW; iJLAST h\fJ:-' '-~lGNl,C;E AND
~'t, I i:l~G~' t"iPk')\:'E ~8N'I',( f-"H,,;-:L"
(CITY PkOcJ NO __!D_ D {) 11--,- ___==_
p=- -- --- -
I II III IV V
ITEM QTY IX UNIT Description Unit Price Total
P-152
29 19.136 Drainage Excavation $ --
CY Complete and in place per CY
F152
30 2,6; E:I1Ibankmen t ill Place ----- $
--.---- ----~~--
CY Complete and l.n place per CY
p 153
31 1.131 Controlled Low Strength Material $
- --'-'--'-_._-~.- ----- -~" "--"."._-
CY CODlplete and in place per CY
p 155
32 440 Lillle (6% by dry weight) $
-..----..- ---- --------_._.~
TON COJIIplete and in place per TON
P-155
33 32,611 Lime-Treated Subgrade (6. ) $----
-,._------
SY Complete and in place per SY
P-156
34 360 Temporary Silt Fence --.---.----- S -----
LF Complete and in place per LF
P-156
3S 4 Temporary Rock Filter Dam ----"-- $ -.-- --
EA Complete and in place per EA
P-209
36 1,007 Crushed Aggregate Base Course -'--- $---
CY Complete and in place per CY
P-401
37 23,995 Si tuminous Surface Course -.------. -~ $-~
TON Complete and in place per TON
P-401
38 22,589 Maximum Bonus for Bituminous
Surface Course (6%) _._~ $ --- --
TON Complete and in place per TON
For Bidding purposes only. The
bidder is required to bid this
item calculated as 6% of the unit
price for item 37_
P-401
l' 87,823 Runway Surface Transverse Grooving $
~'----...-
BY Complete and in place per SY
P-602
.. 8.703 Bituminous Prime Coat $
---..~~
GAL Complete and in place per GAL
P-603
41 10.402 Bituminous Tack Coat ----.-..- $ ----- ---
GAL Complete and in place per GAL
P-620
42 102.741 Runway and Taxiway Painting
(WW tel (Reflective) .__._.,-----~ $ _._--'"-'---
SF Complete and in place per SF
P-620
U 2,576 Runway and Taxiway Painting
(Yellow) (Reflective) ---'--, $
SF COIIlplete and in place per SF
"'"
REVISED
PROPOSAl FORM
Page 5 ot 21
ADDENDUM NO_ 8
ATTACHMENT NO_ 12
..,-- .....~"....
"'"
.
..:
4--
1
f{ UN},i!--., -1
'11"" t:Mt:.\'L, SW 'ci'i'1:n
Fj\TrJA/~i; \'PR:J\tF:'-lENi':" F'HI
'!TING
~ '.:\ : -! <(-~
rGtJ.L(~E AND
'dRF 1 Ei :
{CITY Pi<D,,-; NO HOd)
"'r==" --- -~--
I II III IV V
ITEM QTY 5< UNIT Description Unit Price Total
P-620
44 (" 344 IHast Pad Paloting (Yel ow) INon-
Reflectivel $ -----..-
SF COlllplete and in place per SF
p 620
45 3,81 :, Taxiway Palnt.ing (Black) (Non
Reflectlvei - 1$
SF COlllplete and in place per SF
D 701
46 1.874 36" Reinforced Concrete Pipe (ASTM
C 76, Wall C) "~~-"--------~- $
---_._~--,.-
LF COlllplete and in place per LF
D701
47 790 4 x3' Precast Reinforced Concrete
Box (ASTM C 1433) _n" '- $ ~~~----
LF COIllplete and in place per LF
D701
48 1,319 7'x4' Precast Reinforced Concrete
Box (ASTM C 1433 ) -..--____.__u.__ $ -- '-
LF COl1lplete and in place per LF
D-705
49 10,863 12"X1" Runway Pipe Edge .
Underdrains --...----..------ $ -_~._w__
LF Complete and in place per Ll"
D-751
50 2 Manhole (Type M wI Inlet Access) $
---~ ~'----
EA Complete and in place per SA
D-751
51 5 Inlet (Area, Type A) - $ ---
- -.-"----
EA C~nple'te and in r;lace P"" EA
-~
D-752
Reinforced Concrete Headwall,
52 6 Apron and Wingwalls for 36- RCF
Culvert ---_.~ $ -'---'-'-
EA Complete and in place per EA
D-752
Reinforced Concrete Headwall,
53 2 Apron and Wingwalls for 48- RCP
Culvert -----~--~ $--
EA COIIIplete and in place per EA
0-752
Reinforced Concrete Headwall,
54 1 Apron and Wingwalls for 7'x4' RCB
Culvert (00 skew) ---,-_.._"~--.-_.- $ ~------_.-
EA Complete and in place per EA
0-752
Reinforced Concrete Headwall,
55 1 Apron and Wingwalls for 7'x4' RCS
Culvert (300 skew) _. ...-,----...-.-..... $ ----~ - - .--------
"" EA CODIplete and in place per EA
D-754
51 259 Reinforced Concrete Slope paving
(5- ) _.----~ '$ ----
SY Complete and in place per BY
":.
REVlSED
PROPOSAL FORM
Page 6 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
.~
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~
.
~
....
....
....
~
RUJlWAY
idRn E' ,J
;', MrFl! '":MENT, SEOUI,DI.:PS
URAl NACF I ~:PPOVE'1ENT" P1U'..';E: _
;H':' rr.1C
~~i I J... 5:'
;'Jd)~;
::;IGN:"CF AND
(CITY PROJ NO. 100(1) ..--
. --
r II III IV V
ITEM QTY & UNIT Description Unit Price Total
F-162
57 200 wire) $
-----~.
LF COIIIplete and In place per LF
T-901
58 J' Seeding !$
.-....".----
AC COlIIplete and in place per AC
T.904
59 13,114 Sodding -------------~ $ ~.,~------ "-
BY C~lete and in place per SY
L-I04-6.1.a
Temporary Airfield
60 I Lighting!Signage/Navigational
Facilities ---,'-------------. $ -----
LS COIlJPlete and in place per LS
L-I05-6.1.a
DelIlOlition and Proper Disposal of
61 1 All Equipment as Noted and Turning
Over All Designated Equipment to
Maintenance Staff ---------- $ -----
LS Complete and in place per LS
L-I08-5.1. a
62 26,730 llC L-824-Type C Unshielded #8 AWG
SKV Copper Cable ----------------. $ _._------ ~-
LF COllIplete and J.n place per LF
L-108-S .l.b
63 14,000 lie #6 AWG BSD or BHD or TW Bare
Copper Counterpoise ---.---- $ ~._--
LF Complete and in place per LF
L-I08-5.l.c
O. '5" (19 MM) Dia. By 10.00' (3 H)
64 47 Long Copperclad Steel Sectional
Ground Rod .'-----~ $
EA Complete and in place per EA
L-ll0-5.1.a
lW2" Schedule 40 PVC Concrete
tiS 11,940 Encalled Duct Installed in New
Paved Shoulders --- $ --
LF Complete and in place per LF
L-llO-5.1.b
lW2" Schedule 40 PVC Concrete
'6 1,060 Encased Duct Installed in Open
Field -. $ ----'--~
LF Complete and in place per LF
L-125-S.l.a
L-861T Taxiway Edge Light
li7 17 (Elevllted, Blue) Installed In New
Paved Shoulder With New Base ~---~~-_..- $
EA Complete and in place per EA
...
REVISED
PROPOSAL FORM
Page 7 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
--
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'l/NWJ.. I
ll'<~F} i\, :~.[~lENT~ SHl):
; ~dTfN("_-; f;'/.,c::')
I GNP,;).: AND
'\TRFIEL, Ui'AIN!,CE Ir~;'ECVFMENT" :H.'\
l C.AJ:Y PROJ NO 10001 .-----.-.-..- -"-'-
---.-.-..--,.-. - , -.-- --
I II III IV V
ITEM QTY & UNIT Description Unit Price Total
L 125'5,1 b
L 86lT Taxiway Edge Lighl
68 " (Elevated, Blue) Installed In Open
Field With New Base $
EA Complete and 1n place per EA
L 125-5 l.c
L 861T TaXiway Edge Light
69 34 (Elevated, Blue) Installed In Open
Field On Existing Base .- ---.-------------- $ -..- _._----
EA Complete and in place per EA
L-125-5.l.d
L-850C, Inset High Intensity
Runway Light (HIRL) [Clear IClear]
Installed on Existing Concrete
70 2 Encased Base Can. Adjust Concrete
Base To Meet New Pavement
Elevations -~~._--- $ ------.--
SA Complete and in place per EA
L-12S-5.1.e
L-850C, Inset High Intensity
Runway Light (HIRL) (YellOW/Clear]
71 2 Installed on Exi sting Concrete
Encaaed Base Can. Adjust Concrete
Base to Meet New Pavement
Elevations. $ ----~
EA Complete and in place per EA
L-125-5.1.f
L-862, Elevated High Intensity
Runway Light (HIRL) [Clear/Clearj
72 18 lns:alled On ;, N'?w L-867B/D Dee!,
Base Can Installed In New Paved
Shoulder. $ -----
SA Complete and in place per EA
L-125-5.l.g
L-862, Elevated High Intensity
Runway Light (HIRL) [Yellow/Clear)
11 38 Installed On A New L-867B/D Deep
Base Can Installed In New Paved
Shoulder. $---
EA Complete and in place per EA
L-125-5.1.h
L-862B, Elevated Runway Threshold
11 16 Light (Green/Red) Installed on
EXisting Base Can. -------..---- $ --'--~-_.,----
EA Complete and in place per EA
L-125-5.1.i
LaS8B, Runway Distance Remaining
75 5 Sign Installed on Existing
Concrete Base. -'--'- S ----
EA Complete and in place per EA
~
REVISED
PROPOSAL FORM
Page 8 of 21
ADDENOUM NO 8
ATTACHMENT NO 12
~........- --
RUNWAY 1 ~lPR(A,,:MENTS SW'U:,L1E'?'
!; IRF I EL;; l'kJdNi,GI' l"lPROVE~,ENTS ,'HA; ,,;
_ I N, ~
/>.'<1
; C;NJ';8 AND
....
( Cll,ry P f! Od NO, 10001; -._---~- ~-=
- .'.- - ---.---------- -
I II III IV V
ITEM QTY & llNIT Description Unit Price Total
L 125,5,1 -
L 858 Airfield Guidance Sign,
76 Slngle FacE' 1 Module Installed
With A New Concrete Base $
--
&A Complete and 1n place per EA
L 125-5 Lk
L 858 Airfield Guidance Sign,
77 1 Double P'ace - 1 Module, Installed
With A New Concrete Base, "" - ~------_. $
-------._"._--~,..._-----
EA Complete and in place per SA
L-1:lS.-5.Ll
L - B 5S Airfield Guidance Sign,
78 5 Single Face - 2 Module, Installed
With A New Concrete Base ------ '- $ ~---_._.- ----
RA Complete and in place per SA
L-12S-5.1-m
L-858 Airfield Guidance Sign,
79 1 Double Face 2 Module, Installed
On Existing Concrete Base. ---'-'-'"- $ ---.--
SA Complete and in place per SA
L-125-S.1.n
L-858 Airfield Guidance Sign,
10 4 Double Face - 3 Module, Installed
on Existing Concrete BaSe. -~_.__..- $ ---_._~_....-
LS Complete and in place per LS
L-125.-5.1.o
L-828 ~onstant Current Regulator
r: 5. E Amp, S-Step. 30 KW) &
81 1 Modifications to Existing Airfield
Li.ghting Control System and CCR's
At Airfield Electrical Vault -.-.-....--- $
LS Complete and in place per LS
L-125-5.1-p
8. 10 L-867D Base Can Installed in Paved
Shoulcter --- $ -'~.----
EA COIIlplete and in place per EA
L-125-S.Lq
83' - MALS Threshold Bar R.ehabilitation $---
-'-_..~
LS ComplElte and in place per LS
SP A-47
Allowance for Pre-Construction
8. 1 Exploratory Excavations (For
Bidding Purposes Only) $ 40,000 !._,_.~
LS COIIlplete and in place per LS
SP-4
85 3,993 OSHA Trench Safety System (Storm
Sewer) $
_.,---~_._- .- --~_..__.
LF Complete and in place per LF
-:.
....
....
.....
......
REVISED
PROPOSAL FORM
Page 9 01 21
ADDENDUM NO.8
ATTACHMENT NO. 12
..,.-''l'-...-.... _...__"'__.".,,~ ..........."._.~_....-
,,-
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,*
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hi,.
\lRF 12i
: n,:
I (;N/~GE .;;UD
! 'k_~~.JUr;G~r.';PPI :',JE.'--lENT ~'Hl.,<l.
'CITY PP1J NO lO~[J J
I I'c' "e,_ r="---'-;jj-_c=",c= ,=c=,.." __'__u _. ---.. - --.-- -.-- --."'--- ~ :- -.-..- --
III IV V
ITEM QTY & UNIT Description Unit Price Total
TX-247
86 298 6" Flexible Base (TV D) (GR 2 \ $
~, '- ~---"'---~-
Sy COJIlplete and in place per SY
TX-260
87 298 6. Lime Treated Subgrade (6%) $
- ------.-- ~---_____u__._._
Sy COJApIete and in place per SY
TX-260
88 4 L~me (Hydrated, Dry) $
-, '-'-- ------...----
TON Cm.plete and in place per TON
TX-275
89 32,611 0" Cement Treated Base (RAP)
(Density Control) - ---------- $ ---~
BY CampI ete and in place per BY
TX-HO
90 32,775 1. 58 HMAC (TY DJ ---------- $
SY Complete and in place per BY
TX-3fO
91 8,889 2" JDlAC (TY D) ~------~ $
-----
BY CODlplete and in place per BY
TX, 340
92 32.611 2.5" HMAC (TY B) ------.- $---
BY Complete and in place per Sy
TX-432
'3 947 R1prllp (Stone) (Dry) (Type R) (8" ) $--
'--
BY Complete and in place per BY
022022
'4 140 Trench Safety for Excavations
(Force Main) ----- $ ---
LF Complete and in place per LF
026602
95 H 8" i'VC Ferce Main (Restrained
Joint Pipe and Fittings) --'.'-- $ -~
LF COIlIplete and in place per LF
026602
H 14 16" (Jain _ ) Steel Casing (incl.
spacers and end seals) ------- $
LF Complete and in place per EA
, 026602
91 1 2- ARV ASsembly and Manhole $
EA CODIplete and in place per LF
REVISED
PROPOSAL FORM
Page 10 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
'-......-
,'" IJNWA Y 1 rwp( J\' EMENTS SHi): ILDER';
/~ [RFIEL, LPj\INj\GE lr'1;-)I~C\\/Er/1ENT.':; PHA.';}.:
(C{!'I'Y PKOLf NO. 10001)
;wrr NC. r f./\S1 Pld)S, ~~ TGN.I\.;F. l\Nf)
I II III IV V
ITBM QTY & UNIT Description Unit Price Total
ALLOW
Ai lowance tor Runway Surface and
98 J Base Repairs (For Bidding Purposes
..
Only) $ 100,000 $ 100,000
LS COlllplete and in place per LS
PLAN
99 :2 Gravel Road Entrance (NAVAID
Access Road Repairs) -~---''''--''- $ ~~~-_._-~
EA Complete and in place per EA
SKETCH -ADDENDUM 4
100 1 Security Grate 7'x4' Rea -..---..---- $ ------
EA Complete and in place per EA
SKETCH-ADDENDUM 4
101 J Security Grate for 4'x3' RCB ----- $ ---~-
EA Complete and in place per EA
SICE1'CH -ADDENDUM 4
102 2 Security Grate for 36" RCP $ --
EA Complete and in place per EA
TOTAL BASE BID (PROJ 10001): $
{BID ITEMS H021
~
REVISED
PROPOSAL FORM
Page 11 of 21
ADDENOUM NO.8
ATTACHMENT NO. 1.2
..-. .-.'.
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIGHTING, BLAST PADS, SIGNAGE ,AND
AIRFIELD DRAINAGE IMPROVEMENTS (PHASE 4) & CCIA APRON PHASE 2
WESTSIDE (PARKING)
ADDITIVE BID ALTERNATE NO. 1
CO.ERCIAL AVU,T10N APRON PAVl:~MENT RE?AIR (ADDITIVE BID ALTERNATE NO. I)
\q,y PROJ NO. lOOOl~
., I II III IV V
.P:Ta QTY & UNIT Description Unit Price Total
G-500
Al-I 1 Mobilization (Bid Alt. No. 1) - $ ---
LS C<*plete and in place per LS
P-IOl
&.1-2 230 Reaove PaveDtent (Concrete) (Apron) $
SY COIIJ>lete and in place per SY
P-I01
Al-3 2,528 RelIklve Pavement (Asphalt) {Apron} $
SY COlIIPlete and in place per SY
PIOl
~-4 480 Saweut Pavement {Asphal tJ $ --
LF COl8plete and in place per LF
P-152
~-S 1,073 UnclasBified Excavation $---
Cy COlllplete and in place per CY
1>-155
M-6 2,528 LiJne-Treated Subgrade (8") $-.-
SY COmplete and in place per SY
P-lSS
.\1-7 46 Lime (6% by dry weight) $
TON Complete and in place per TON
P - 2 ()9
AI-8 512 en'shed Aggregate Base Course _.~--~- $----
CY Complete and in place per CY
P-SOl
Al-9 2,758 Portland Cement Concrete Pavement ( 15 n ) --- $ -
BY Co.lplete and in place per BY
P-602
Al~lO 632 Bituainous Prime Coat $
GAL COJllplete and in place per GAL
P-60S
Al~ll 2,760 Joint Sealing Filler $
LF Complete and in place per LF
P-620
Al-12 200 Apron Painting (White) (Reflective) --- $
SF Coaplete and in place per LF
. P-620
Al-13 100 Apron Painting (Yellow) (Reflective) -,- $
SF Coaplete and in place per SF
P-620
Al-. 110 Apron Painting (Red) (Reflective) --~ $ --
SF Coaplete and in place per SF
P-620
AI-U 50 Apron Painting (Black) (Reflective) -~------- $
SF COIllplete and in place per SF
-.
SUlJTOTAL ADDITIVE BID ALTBRNATE NO. I (PROJ 10001): $
(BID ITEM$ A1-1 TOA1-15)
REVISED
PROPOSAl FORM
12 OF 21
ADDENDUM NO.8
ATlACHMENTNO_ 12
-",...--
ORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGJ!: IHPROVEHBNTS (PHASE 4) &
ceIA APRON PHASE 2 WESTS IDE (PARKING)
CC'4 APRON PHASE 2 WESTSIDE (PARKING) ADDITIVE aiD Al TERNA TE NO.2
ADDITIVE BID ALTERNATE NO. 2
~
(C~ PROJ NO. 1097)
-=
I II III IV V
.....:.'1'a QTY " UNIT Description Unit Price Total
G-500
.\2-1 1 MObilization (Bid Alt. No. 2) "--"-------" $
LS CODllillete and in place per LS
G-700
.Iii - 2 3,750 Remove Asphalt Pavement and Base
(Parking) --- $
SY Complete and in place per Sy
G-700
JUl-3 6 Remove Pipe Bollard I Guard Post
and Foundation $
EA Complete and in place per EA
G-700
A.1-4 1 Remove Light Pole FOundation -- $
EA. Complete and in place per EA
G-700
A2-5 20 Remove Fence Post Foundation $
.sA Complete and in place per EA
G-700
A2-6 200 Remove Chain Link Fence and
Foundations $
LF Complete and in place per LF
G-700
A2-7 1
Relllc'.-e Concrete Encased Duct Bank -- $
LS Complete and in place per LS
P-152
A2-' 618 U'ncla..ified hcavation $
Cy CoIap1ete and in place per CX
F-162
A2-g 200 Chain-Link Fence (4' ) $
LF CoaIJ>lete and in place per LF
'1'X-247
A2 -llt 3,750 10- Flexible Base (TY D) (GR I) $
SY CClIIIlplet.e and in place per BY
TX-260
A2-11 4,365 0- Lime Treated Subgrade (olk) $ --~.~-
BY Complete and in place per BY
'l'X-260
A2-12 59 Lime (Hydrated, Dry) $ -~--
TON Coaplete and in place per TON
.....
TX-340
A2 - 13 1,454 4ft HKAC (TY D) - $
BY COIQplete and in place per Sy
...
.j..
1..
REVISED
PROPOSAL FORM
13 OF 21
ADDENoUM NO. 8
ATTACHMENT NO. 12
~.."........
,.~
...__._~._,_.,.~. _0._. -'_..n.__. w_
CCIA APRON PHASE 2 WESTSIDE (PARKING) ADDITIVE BID ALTERNATE NO.2
--
( C..!.TY PROJ NO 109 !,'
r II III IV V
~IftbI Q'!'Y & UNIT Description Unit Price Total
TX-340
A2-14 2.296 2- HMAC (TY fl.' $
~---_..~ -------~
SY Complete and in place per SY
TX- 34 0
A2-l5 1 HKAC Speed Bump (20 'x4') $
---.- ~._-- -- -
EA Complete and in place per EA
P-602
&.2-16 938 BitWllinouB Prime Coat ~---~ $ -".~----
GAL Coaplete and in place per GAL
D -7 54
A2-l7 615
Reinforced Concrete Pavement (6" ) ---~--'- $ ---______7_
SY C~lete and in place per SY
TX-666
Reflectorized Pavement Marking
Jli2 - 18 1,376 (TY 1, Yellow. 4", Solid, 100
mil) -- $ -.--..'-
LF COIlI>lete and in place per LF
....
SUBTOTAL ADDITIVE BID ALTERNATE NO. 2 (PROJ 1097), $
(BID ITEMS A2-1 TO Al-18)
~
-~
-
REVISED
PROPOSAl FORM
14 OF 21
ADDeNDUM NO.8
ATTACHMENT NO. 12
-~---._~
~
...
..l..
..
.....
..
.....
....
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIGHTING. BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVBMENTS (PHASE 4)
CCIA APRON PHASE 2 WESTS IDE PARKING
ADDITIVE BID ALTERNATE NO. 3
LINE .-4 & CULVERT A (ADDITIVE BID ALTERNATE NOq
\ C n.. PRO~J NO. 10001 j
.J II III IV V
.. QTY & UNIT Descript.ion Unit Price Total
G-500
.1;3-1 1 Mobilization (Bid Alt. No. 3) $
-~-- .--
L8 Complete and in place per L8
G-700
U-2 60 Remove Reinforced Concret.e
Pav8lent (Drainage & Slope) $
----.---.-...-.- _~_".n..___
Sy Complete and in place per SY
G-700
Aoi-3 ISO Remove Chain Link Fence and
Foundations $
LF Complete and in place per LF
G-700
AJ-4 1,894 Remove 65" x 43" CMPA Culvert _n_______ $
LF Complete and ~n place per LF
G - 7 00
A$-5 160 Remove S. Sanitary Force Main $
--
LF Complete and in place per LF
P-I01
AJ-6 361 Remove Pavement (Asphal t)
(Taxiway) (Appx 12" ) -.--.-----.-- $
Sy Complete and in place per SY
P-101
A3-7 750 Sawcut Paveme.r-. t (Asphal t) - $
----.- - -"'-~'-
LF Complete and in place per LF
P-152
A.S-8 15,000 Drainage Excavation -- $
CY Complete and in place per CY
P-152
A1-9 5,000 BmbanJanen t in Place $ .-
CY Complete and in place per CY
P-153
A3-10 192 $
Controlled Low Strength Material
CY Complete and in place per CY
P-156
A3..U 1, 920 Temporary Silt Fence - $-.----
LF Complete and in place per LF
P-156
A3..12 1 Temporary Rock Filter Dam -----~ $ -~-
EA Complete and in place per EA
P-209
A3..13 239 Cruslled Aggregate Base Course _.' ----- $
CY Complete and in place per CY
3 P-401
A3.;r14 238 Bituminous Surface Course $
" TON Comp~te and in place per TON
P-602
A345 361 Bituminous Prime Coat ----~- $
GAL Complete and in place per GAL
REVISED
PROPOSAL FORM ADDENDUM NO. 8
15Qf 21 ATTACHMENT NO. 12
.."--
--
....
~INE MDA &,.,U.JER! i\ (Ac)1 1\'[ SIC A,L TERNAH NO
(CI~ PROJ NO. 10 0 (;~ )
-".~_._- -
I II III IV V
pa QTY &: UNIT Description Unit price Total
F-162
A3-16 180 Chain. Link Fence (6' ) iw/ Barb
Wire) --..----- $ ~-~
LF CODlplete and in place per- LF
D-701
A3-17 840 8' x 5' Precast Reinfor-ced
Concrete Box (ASTM C 1433) -------~_._- $ --...-------.--
LF C011Iplete and in place per LP
D701
..3 - 18 3,036 7 x 4' Precast Reinforced
Concrete Box {ASTM C 1433 } ----.-..------ $
LP COIllplete and in place per LF
D-751
U-19 6 Inlet (Area, Type A) $
--~-..__._~ ----,_._._~-
EA CoIltJlete and in place per EA
D-754
A)-20 2,107 Reinforced Concrete Slope Paving
(5. ) -~'- $
Sy COqllete and in place per SY
D-752
Reinforced Concrete Headwall,
U-21 1 Apron and Wingwalls for 2 - 8'xS'
RCB Culverts (O~ skew) -- ..--- $
EA Complete and in place per RA
1>-752
Reinforced Concrete Headwall,
A3-22 1 Apron and Wingwalls for 3 - 7'x4'
RCB Culverts (30~ skew) -----~ $
EA Co~lete and in place per EA
D-752
A)-23 Cast-Tn.Place lJ:lnf;t.ion B,:)x w/
1
Manhole Access ~-- $
SA Complete and in place per KA
T-901
A)... 2 4 8 Seeding ----- $
AC Complete and in place per AC
T- 904
AJ-25 500 Sodding $
SY Complete and in place pel: SY
TX-247
A3-26 166 6ft Flexible Base (TY D) (GR 2) $ ~-
Sy Complete and in place per SY
TX-260
A3.27 166 6R Lime Treated Subgrade (6%) -.---- $
Sy Complete and in place per BY
TX-260
A3..,28 2 Lime (Hydrated, Dry) -~.~._--- $
TON Complete and in place per TON
TX-340
A3 -.;I 9 96 1.5" HMAC (TY D) -'- $ _.~-
SY Complete and in place per SY
TX-432
A3..IO 597 $
Riprap (Stone) (Dry) (Type R) (8")
sy Complete and in place per BY
~
REVISED
PROPOSAl FORM
160F21
ADDENDUM NO.8
ATIACHMENTNO 12
----
, INE MO-4 & UJl ,iF R T " V~DD T!V E BI()\l.l i:: RNA T b 1,;0
i CITY PROLI NO 10001\
I II III IV V
J'1'BK QTY lie UNIT Description Unit Price Total
022022
A3 - 31 160 Trench Safety for Excavations
(Force Mall':) --_._.._.._~ $ ~"----- ._~
I.F Coq>lete and In place per LF
026602
A3-32 160 8' PVC Force Maln (Restrained
Joint Pipe and Fi ttings) $
-~------ -. ----...._---
LF Coq>lete and in place per LF
026602
AI-33 34 16" (min. ) Steel Casing (incl.
spacers and end seals) -- $
LF Complete and in place per LF
026602
U-34 1 2" ARV Assembly and Manhole $
- ---_.--
EA Complete and in place per LF
SP-4
A'-35 1,432 OSIIA Trench Safety System (Storm
Sewer) $
LF Complete and in place per LF
...
SUBTOTAL ADDITIVE BID ALTERNATE NO.3 (PROJ 10001): $
(BID ITEMS A3-1 TO A3-35)
"
.....
.....
......
.
REVISED
PROPOSAL FORM
17 OF 21
ADDENDUM NO.8
ATTACHMENT NO 12
. ,._ , L.........-
BID SUMMARY
TOT~ BASE BID (BID ITEMS 1-102) (PROJ 10001) :
$
TOT~ ADDITIVE BID ALTERNATE NO. 1 (BID ITEMS
TO A$,-lS) (PROJ 10DOI):
Al-l
<.
y
TOT" ADDITIVE BID ALTERNATE NO. 2 (BID ITEMS A2-1 TO
A2-1i) (PROJl097): $
TOT~ ADDITIVE 'BID ALTERNATE NO.3 (BID ITEMS A3-1 TO
A3-3') (PROJ 10001): $
.....
.....
-
~
-.
1-
REVISED
PROPOSAL FORM
18 OF 21
ADDENDUM NO.8
ATTACHMENT NO 12
, -. - . ",...........- - ,-- -.
The urtd(~rslgnf-'d hEreby 'lecJires that he has vlsited the site and has
carefully examined the plans, speci fic:,ations and contract documents
relati ns te' t :F: WOl ~~ CuvE'red by hu bid en' bieL3, that he agrees to do the
wl.Jrk, Inci Lhat ne) representations made by the City are in any sense a
'Narran~i l)L!ire rmre estimates for the '3Llldance of the Contractor.
Upon noLticatinn f awald of contract, we will within ten (10)
'~~alend.clI daYE; ,:xecuLe thE' fcnnal ('untract and will deliver a Performance
Bund (,18 cequu:ed) fOl' the falthful perfo::,'mance of this contract and a
Dayment L~Uf]d ,,3 r'eIUl red) () insure payment fell all labor and materials.
The bId bond attached ;'C) his proposal, in the amount of 5% of the
Iughest amount bid l S '0 become t he property of the Ci ty of Corpus
Christ} J!l the event: the ccntract dnd bonds are not executed within the
tlme above .set fortn as J iquldated damages for the delay and additional
work caused thp~eby
Minority/Minority Business Enterprise Participation: The
appa.renc low bidder shall, within flve days of receipt of bids, submit to
the City Engineer, in writlng, the names and addresses of MBE and DBE
firms participating in the contract and a description of the work to be
performed and its dollar \fa1ue for bid evaluation purpose.
Number of Signed Sets of Documents: The contract and all bonds
will be prepared in not less than four counterpart (original signed) sets.
.~
Time of Completion: The undersigned agrees to complete the work
withan 250 calendar days from the date designated by a Work Order.
.~.
The l nder;dgned fl;:rther declares that he will provide all
necessal y toc)l sand appara t us, do all the work and furnish all materials
and do everything required to carry out the above mentioned work covered
by t.is proposal, in strict accordance with the contract documents and the
requirements pertaining thereto, fOI the sum or sums above set forth.
number) :
Rece 1 pt 01 the fo L lowing addenda is acknowledged (addenda
---"--' '--.._.._- ..------ ._-~"._--_.._- -----.,.- -"'- - ------
Respectfully submitted:
Name:
(SEAL - IF BIDDER IS
a Corporat ion)
By:
(SIGNATURE)
Address:
( P . o. Box)
(Street)
(City)
(State)
(Zip)
-:.
Telephone:
NOTE: Do not detach bid frum other papers,
Fill in with ink and submit complete
with attached papers.
(Revised August 2000)
REVISED
PROPOSAL FORM
, ADDRNDUl( NO. 8 I
ATTACdltNTNO. 12
D:a~1:' lQ flt:" '11
- "'--~ - ,--
~
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
City. Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with
the lity to provide the following information. Every question must be answered. If the question is not
appMtable, answer with ANA::.
FIR.NAME
STRBET'_ ~.____ __
CITY:
ZIP:
FIRy"tfs:
Corporation
5 Other
2 Partnership
3 Sole Owner
4. Association
DISCLOSURE QUESTIONS
If addlional space IS necessary please use the reverse side of this page or attach separate sheet
1. .t8 the names of each Aemployee;;; of the City of Corpus Christi having an Aownership interest;;;
cfnatituting 3% or more of the ownership in the above named Afirm;;;.
l'Iime Job Title and City Department (if known)
2. "the names of each Aofficia':; of the City of Corpus Christi having an Aownership interest:: constituting
3' or more of the ownership in the above named Afirm:;.
N"-'e Title
3. S.~ the names of each Aboard member;;; of the City of Corpus Christi having an Aownership interest=: ,
c".uting 3% or more of the ownership in the above named Afirm;;;.
N.e Board, Commission or Committee
4. Si;...... the names of each employee or officer of a Aconsu.tant= for the City of Corpus Christi who worked on
a' '. .,..tter related to the subject of this contract and has an Aownership interest: constituting 3% or more
of, .. ownership in the above named Afirm=:.
Natle Consultant
CERTIFICATE
~.. ..'...... th. at all information provided is true and correct as of the date of this statement, that I have not knO.Win9jy
wi . iaclosure of any information requested; and that supplemental statements will be promptly submitted to the City
of Co .... Christi, Texas as changes occur ,.
Certi~ P.erson:_
Title:
(Type or Print)
Signat. of Certifying Person: _ ___. ___
Dale:
REVISED
PROPOSAL FORM
PAGE 20 OF 21
I AP_muo. 8 I
ATTACllImlfT NO. 12
.......-
a
b
..... c
...l.
"'
~
..L
....
~
...l-
J..
DEFINITIONS
~oard Member~ A member of any board, commission or committee appointed by the City Council of the City of
Cbrpus Christi" Texas
Af:mployee:::o" Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as
at!I independent contractor
Afirm::: Any entity operated for economic gain, whether professional, industrial or commercial and whether
a4tablished to produce or deal with a product Or service, including but not limited to, entities operated in the form of
S4lIIIe proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture,
reteivership or trust and entities which, for purposes of taxation, are treated as non-profit organizations.
d AC>fficial~" The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers,
OIpartment and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas.
e Afl)wnershlp lnterest~. Legal or equitable interest, whether actually or constructively held, in a firm, including when
s"'" interest is held through an agent, trust, estate or holding entity. AConstructively held:=: refers to holding or
control established through voting trusts, proxies or special terms of venture or partnership agreements.
AQonsultant=. Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the
putpose of professional consultation and recommendation.
~
REVISED
PROPOSAL FORM
PAGE 21 OF 21
ADOJUm'OK 80. 8
ATTAC!.HM81n' NO. 12
... ""...--.
S PEe I A L
PRO V I S ION S
S PEe I FIe A T ION S
AND
FOR M S
o F CON T RAe T S
FOR
-
AND
BON D S
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVBMBRTS, SHOULDERS,
AXRii~:fJ~~rL~~~ 4& ..
CCIA APRON PHASE 2 WESTSIDE (PARKING)
-
PREPARED BY:
c_ ,,-"~ Jr.r"
FOR : ~ J41-. '. .
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
Phone: 361/880-3500
Fax: 361/880 -3501
....,
.~ 'PGAL
,
~\
RUNlAY 17/35 IMPROVEMENTS, SHOULDERS, BLAST PADS,
ANO~AIRFIELD DRAINAGE IMPROVEMENTS, PHASE 4:
PG.
5551 SAN FELIPE, SUITE 1000
HOUlTON, TEXAS 77056
PRolE: 713-622-1444
FAX: 713-968-9333
LIGIITING AND SIGNAGE:
CO~, RKHKET & GUTIERREZ ENGINEERING, INC.
565_ S. STAPLES, SUITE 230
CORtPs CHRI$TI, TEXAS 78411
PH'6IE:: 361-991-8550
FAX: 361-993-7569
I CITY PROJECT NO: 10001, 1097 I
I DRAlHNG NO: AP 122, AP 121 I
I FAA: AlP NO: 3-48-0051-36-04 I
PG.., PROJECT NO: 221-05030 &
221-05008
'."- . ,- . '-...- - ,-.
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNW~ 17/35 IMPROVEMENTS, SHOULDERS, LIGHTING, BLAST PADS,
SIGNkGE AND AIRFIELD DRAINAGE IMPROVEMENTS, PHASE 4 & CCIA
APRON PHASE 2 WESTSIDE (PARKING)
Table of Contents
NOTIC. TO BIDDERS (Rev sed 7/5/00)
NOTIC. TO CONTRACTORS - A
Ilnsurance Requirements
(Revised Sept. 2000)
NOTIC. TO CONTRACTORS - B (Revised 1/13/98)
(IIorker's Compensation Coverage For Building or Construction Projects For
Government Entities
NOTIC. TO CONTRACTORS - C (Revised 3/06/2001)
Motice to Prospective Federally Assisted Construction Contractors
NOTIC. TO CONTRACTORS - D (Revised 3/06/2001)
Hlotice of Requirements for Affirmative Action to Ensure Equal Opportunity
(Executive Order 11246, as amended)
NOTIC. TO CONTRACTORS - E (Revised 3/06/2001)
Bby American - St_ee 1 and Manufactured Products for Construction Contracts (Jan
1991)
NOTIC. TO CONTRACTORS - F (Revised 3/06/2001)
Buy American-Steel and Manufactured Products (Jan 1991)
PART A - SPECIAL PROVISIONS
(Revised 9/18/00)
""-......
A-I Time and Place of Receiving Proposals/Pre-Bid Meeting
A-2 Definitions and Abbreviations
A-3 ~scription of Project
A-4 Mlethod of Award
A-5 I~ems to be Submitted with Proposal
A-6 TJme of Completion/Liquidated Damages
A-7 ~rkers Compensation Insurance Coverage
A-8 ptxed Proposals
A-9 ~knowledgment of Addenda
A-IO wJge Rates (Revised 7/5/00)
A-II ~operation with Public Agencies (Revised 7/5/00)
A-12 Mj.intenance of Services
A-13 ^tea Access and Traffic Control
A-14 OInstruction Equipment Spillage and Tracking
~ 15 atea~JtioR Jnd RCffio~Jla NOT USED
A-16 DIsposal/Salvage of Materials
A-I7 Field Office
A-I8 sthedule and Sequence of Construction
A-19 Qtnstruction Staking
A-20 ~sting and Certification
~ 21 atojcct Signa NOT USED
A-22(a) Disadvantaged Business Enterprises (DBE) Participation Goals
A-22(b) Minority/Minority Business Enterprise Participation Policy (Revised 10/98)
A-23 Elspection Required (Revised 7/5/00)
A-24 sirety Bonds
Table of Contents
1 of 6
'""'~
........-
A---i!-5--
A-26
A-27
A-28
A-29
A-30
A31
A-32
A-33
A-34
~
A-36
A-37
A-38
.". 3 9
A-40
A-41
A-42
A-43
A-44
A-45
A-46
A-47
A-48
A-49
. 8~cG Tux EJ[cmption NO LONGER APPLICABLE (6/11/98)
S~plemental Insurance Requirements
R~ponsibility for Damage Claims
C~siderations for Contract Award and Execution
COntractor's Field Administration Staff
A*nded "Consideration of Contract" Requirements
~nded Policy on Extra Work and Change Orders
A1IIiended "Execution of Contract" Requirements
COPditions of Work
Precedence of Contract Documents
city ~btcr PuciliticG Cpcci.:ll Rcquircmcnt::> NOT USED
Odher Submittals (Revised 9/18/00)
A.nded "Arrangement and Charge for Water Furnished by the City"
Worker's Compensation Coverage for Sui Iding or Construction Projects
Government Entities
Cetttific.:ltcof Occufluncy .:md FiR.::!l !'.cccpt.::!ncc NOT USED
Anitndment to Section 8-8-6: Partial Estimates
O.ne Advisory
OSItA Rules & Regulations
Amended Indemnification & Hold Harmless (9/98)
Chfnge Orders (4/26/99)
As~Built Dimensions and Drawings (7/5/00)
Difposal of Highly Chlorinated Water (7/5/00)
pr_-Construction Exploratory Excavations (7/5/00)
Ovirhead Electrical Wires (7/5/00)
Amjnd "Maintenance Guaranty" (8/24/00)
.....
for
,I
",""
II
SUPPLEJeH'rARY SPECIAL PROVISIONS (the following added by ConSUlting Engineer)
:,.%
A-50
A-51
A-52
A-53
A-54
A-55
A-56
A-57
A-58
De'llliltering
Ra~ Delays
NP$S Notice of Intent Submittal
Ph_ical Data
Pr~ect Record Documents
Er~rs and Omissions
De~lnition of Engineer
Tr.ch Safety
Ai~ort Safety and Security
."
"
,
SPECIAL PROVISIONS - ATTACHMENT 2
Federally Required Language
Corpus CQtisti International Airport Background Verification For-m
..
Corpus C~isti Employment and Personal History Form
Airport Qenstruction Safety Plan
FAA Order SW 5200.5B - Airport Safety During FAA-Funded Airport Construction and FAA
Facilitie. Maintenance
FAA Advisory Circular 150/5370-2E - Operational Safety on Airports During Construction
FAA Advis~ Circular 150/5300-13 - Airport Design, Appendix 2
FAA Advis4rY Circular 150/5340-1H - Standards for Airport Markings (with Change 1
dated 12/ll/00)
FAA Advis~ Circular 150/5345-55 - Lighted Visual Aid to Indicate Temporary Runway
Closure ("/14/03)
Table of Contents
;~ of 6
'-'-......~
PART .
GENERAL PROVISIONS
(rev. Nov/94)
PART C
FEDERAL WAGE RATES AND REQUIREMENTS
PART T
TECHNICAL SPECIFICATIONS
GENE~ RJlQUIREllENTS
GiOIO Summary of Work
~1290 Payment Procedures
01312 Coordination and Meetings
01325 Construction Schedules
01326 Construction Sequencing
01400 Contractor's Quality Control System
FAA
Gsn
Gt-20
Gf- 30
<]f-40
(]f-50
(}f-60
(}f-70
(]f-80
Gt-90
(]f-IOO
GP-I10
PROVISIONS
Definition of Terms
Proposal Requirements and Conditions
Award and Execution of Contract
Scope of Work
Control of Work
Control of Materials
Legal Regulations and Responsibility to Public
Prosecution and Progress
Measurement and Payment
Contractor Quality Control Program
Method of Estimating Percentage of Material Within Specification
Limits (PWL)
Nuclear Gages
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GBNERAL~STRUC'1'ION
i-'300 Barricades and Traffic Control
G~500 Mobilization
G...600 Haul Roads
G.700 Demolition
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PAVING I BiaRTHWORK
P~'Ol Surface Preparation
P...152 Excavation and Embankment
P~155 Lime Treated Subgrade
P~156 Temporary Air and Water Pollution, Soil Erosion and Siltation Control
P.209 Crushed Aggregate Base Course
P~Ol Plant Mix Bituminous Pavements
P~SOl Portland Cement Concrete Pavement
P1602 Bituminous Prime Coat
P~03 Bituminous Tack Coat
P~05 Joint Sealing Filler
P~~10 Structural Portland Cement Concrete
P-.,20 Runway and Taxiway Painting
- FBNCING
F~~62 Chain-Link Fences
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DRAINAGI
D~~Ol Pipe for Storm Drains and CUlverts
D.)05 Pipe Underdrains for Airports
D~'51 Manholes, Catch Basins, Inlets and Inspection Holes
Dj~52 Concrete CUlverts, Headwalls and Miscellaneous
D~~54 Concrete Gutters, Ditches and Flumes
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TURF~
T-901 Seeding
T-904 Sodding
LIGHTING &: ELECTRICAL
L-IOO General Provisions and Requirements for Electrical Work
L-I04 General Electrical Safety Requirements and Temporary Airfield Lighting
L-I05 Alterations, Removal and Demolition
L-I06 Submittals, Record Documents and Maintenance Manuals
L-I08 Installation of Underground Cable for Airports (with MOdifications)
L-IIO Installation of Airport Underground Electrical Duct (with
MOdifications)
L-125 Installation of Airport Lighting Systems Description
L-131 Demonstrations, Tests and Performance Verification
-.....
SPECI~ SPBCIFICATIONS
~P-4 Worker Safety Requirements for Excavation and Trenching Operations
..,
TEXAS UARTHDT
-247
TX-260
TX-276
TX-340
TX-432
TX-666
OF TRANSPORTATION (TxDOT) - REFBRENCED STANDARD SPECIFICATIONS
Flexible Base
Lime Treatment (Road-Mixed)
Cement Treatment (Plant-Mixed)
Dense-Graded Hot-Mix Asphalt (Method)
Riprap
Reflectorized Pavement Markings
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CITY
CORPUS
2C)20
.22022
826202
026210
826602
CHRISTI - SANDARD WASTEWATER &: UTILITY
Excavation and Backfill for Utilities and Sewers (S-9)
Trench Safety for Excavations
Hydrostatic Testing of Pressure Systems (8-89)
Polyvinyl Chloride Pipe (5-83)
Installation of Sanitary Sewer Force Main (8-69)
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LIST OF DRAWINGS
RU.AY 17-35 IMPROVEMENTS, SHOULDERS, BLAST PADS
1 C1.01 TITLE SHEET, PROJECT lOCATION MAP
2 C102 GENERAL NOTES & GEOMETRIC DATA SUMMARY
3 C 1.03 ESTIMATED QUANTITIES
4 C1.04 AIRPORT lAYOUT PLAN
5 C1.05 lEGEI\I)/BENCHMARKS
6 C1.06 SURVEY CONTROL MAP
7 C1.07 PROJECT SITE ACCESS PLAN
8 C1.08 PROJECT SEQUENCING AND PHASING PlAN
9 C 1.09 PROJECT SAFETY PLAN
10 C2.01 RUNWAY 17-35 TYPICAL SECTIONS
11 C2 .02 RUNWAY 17-35 SHEET LAYOUT
12..18 C3.01-C3.07 RUNWAY 17-35 PLAN AND PROFILE
19..21 C4.01-C4.03 RUNWAY 17-35 TABULATION OF FINISHED GRADES
22 C5.01 RUNWAY 17-35 TABULATION OF EARTHWORK QUANTITIES
23 C5.02 RUNWAY 17-35 PAVEMENT MARKING PLAN
24 C5.03 RUNWAY 17-35 PAVEMENT MARKING DETAILS
25 C5.04 BARRICADE AND SAFETY DETAILS
26...47 C6.01-C6.22 RUNWAY 17-35 CROSS SECTIONS
. 48 1 COMMERCiAl AVIATION APRON PAVEMENT & STRIPING PLAN
· 49 2 COMMERCIAL AVIATION APRON PAVEMENT JOINT PLAN
COMM~RCIAL AVIATION IMPROVEMENTS PAVEMENT SECTIONS &
DETAILS
COMMERCIAL AVIATION IMPROVEMENTS PAVEMENT SECTIONS &
NOTES
AlRIllELD DRAINAGE IMPROVEMENTS (PHASE 4)
52 01.01 OVERALL AIRFIELD DRAINAGE PlAN & SHEET LAYOUT
53 02.01 PHASE IV DRAINAGE CALCULATIONS
*** 54 ...:57 04.01-04.04 MAIN DITCH/LINE MD-4 DRAINAGE PlAN AND PROFilE
58..fi9 04.05-04.06 LINE N DRAINAGE PLAN AND PROFILE
60...l>1 04.07-04.08 LINE 0-6 DRAINAGE PlAN AND PROFILE
62..13 04.09-04.10 LINE M & K DRAINAGE PLAN AND PROFILE
64"5 04.11-04.12 LINE L DRAINAGE PLAN AND PROFILE
66 05.01 LINE N MIDFIELD AREA GRADING PLAN
67 05.02 LINE 0-6 MIDFIELD AREA GRADING PLAN
68 05.03 LINE M & K MIDFIELD AREA GRADING PLAN
69 -.,2 05.06-05.08 FULL-DEPTH PAVEMENT REPAIR TYPICAL CROSS SECTIONS
73-10 06.01-D6.08 MAIN DITCH MO-4 CROSS SECTIONS
81 07.01 AREA INLET TY A DETAILS
82 07.02 TY M MANHOLE DETAILS
83...16 07.03-07.06 STORM SEWER HEADWALL AND WINGWALL DETAILS
87 -fa 07.07-07.08 SINGLE PRECAST BOX CULVERT DETAILS
89...to 08.01-08.02 MISCELlANEOUS DRAINAGE DETAILS
*** 91 08.02 JUNCTION BOX DETAILS
92 08.03 SLOPE PAVING DETAILS
93 08.01 SANITARY FORCE MAIN REPLACEMENT DETAILS
94 09.01 STORM WATER POLLUTION PREVENTION PLAN (SW3P)
95 D9.02 STORM WATER POLLUTION PREVENTION PLAN NARRATIVE
* 50
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96-E 09.03-09.05 STORM WATER POLLUTION PREVENTION PLAN DETAILS
RUN. Y 17-35 LIGHTING AND SIGNAGE IMPROVEMENTS
99 Ell
100 E12
101 E2 1
102 -1GB E31-E3.7
109 - 115 E4.1-E4.7
116 E5.1
117 E5.2
118 E.5.3
119 E5.4
120 -121 E5.5
122 E5.6
123 E5.7
ELECTRICAL SCHEDULE, LEGENDS & GENERAL NOTES
PROJECT LOCATION MAP
RUNWAY 17-35 HOME RUN CABLE ROUTING
RUNW A Y 17-35 LIGHTING & SIGNAGE DEMOLITION (ST A 111 +00 TO
STA 172+00)
RUNWAY 17-35 LIGHTING & SIGNAGE PLAN (STA 111+00 TO STA
1l2+00)
VAUL T MODIFICATIONS
VAULT ELECTRICAL SCHEDULES
WIRING DETAILS
ELEVATED FIXTURE DETAILS
SIGN DETAILS
DUCT DETAILS
TEMPORARY JUMPER DETAILS
* ADDITIVE BID AL TERNA TE NO.1
*** ADDITItE BID ALTERNATE NO.3
CCIA APR. PHASE 2 WESTSloE (PARKING) (CC PROJ NO 1897)
ADolTlIE 810 ALTERNATE NO.2 - ENCLOSED
1 C 1.0 1 TITLE SHtiET
2
C102
C1.03
Cl.04
Cl.05
Cl06
3
4
5
6
GEOTECHNlCAL REPORT
NOTICE
AGREEMENI'
,
GENERAL INFORMATION, LEGEND, SYMBOLS AND ABBREVIATIONS
EXISTING CONDITIONS AND DEMOLITION PLAN
SITE LAYOUT PLAN
SITE GRADING PLAN
DETAILS
PROPOSAL'DISCLOSURE STATEMENT
PERFO~E BOND
PAYMENT loRD
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NOTICE TO BIDDERS
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NOTICE TO BIDDERS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
CORPU~~$TI IlITE8lCATI~ AIRPORT RONNAY 17/35 XMPROV'EMENTS, SHOULDERS,
Llc;ar~, BLAS1" PADS, SI_~~ AIm AIRnELD DRAINAGE lHPROYEMBNTS, PHASE 4
& CCIA:I:AlltOH PRASE 2 WESTSIDE (PARKING) i which consists of the following:
ItBase Bid comprised of 108,000 SY asphalt paving, including milling and
overlaJJng, striping, 32000 SY of new 25-foot wide asphalt shoulders, 23150 CY
of excaVation for grading and drainage improvements including 1910 If of 36ff and
800 If of 48" concrete pipe, 1500 If of 7' x4' box culverts and related
struct~es, new high intensity runway lighting including conduit, cables and
transf~~rs, utility relocations, surface restoration including seeding and
soddin~.erosion control, and other items;
2lt Additi.ve Bi.d Alternate No.1 comprised of 2,700 SY of 15" concrete
paveme~ and base course, demolition of existing pavement, joint preparation and
other ~lated items;
31 additi'9'8 Bid Alteraa.te No. 2 coq>rised of 4,300 SY of asphalt pavement
and ba~ for a parking lot, 615 SY of concrete pavement and base, fending,
pavement markings and other items;
... Addi.ti.ve Bi.d Al.tecnate No. 3 comprised of channel modifications,
concrebt box culverts and related structures, grading and drainage;
other related work items to construct the Project in phases in accordance
with tn. plans, specifications and contract documents;
will
received at the office of the City Secretary until 2:00 p.m. on
Na 31 2006, and then publicly opened and read. Any bid received
os ng time will be returned unopened.
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A pre-bJd meeting is scheduled for ~~.day, ~y 18, 2006 beginning at ~
a.m. T. pre-bid meeting will be conducted by the City, at Corpus Christi
International Airport, Administrative Office, 1000 International Drive, Corpus
Christi, TX 78406. The Consultant A/E will be present to address Bidder's
questiolls.
- A bid btnd in the amount of 5% of the highest amount bid must accompany each
proposal. Failure to provide the bid bond will constitute.a non-responsive
propos~ which will not be considered. Failure to provide required performance
and pa~... nt bonds for contracts over $25,000.00 will result in forfeiture of the
5' bid .... nd to the city as liquidated damages. Bidder's plan deposit is subject
to manQItory forfeiture to the City if bidding documents are not returned to the
City within two weeks of receipt of bids.
Plans, ,roposal forms, specifications and contract documents may be procured
from t~ City Engineer upon a deposit of Fifty ~ no/100 Dollars ($50.00) as a
guarantfe of their return in good condition within two weeks of bid date.
Documents can be obtained by mail upon receipt of an additional ($10.00) which
is a n~-refundable postage/handling charge.
The bidter is hereby notified that the owner has ascertained the wage rates
which ptevail in the locality in which this work is to be done and that such
wage sc41e is set out in the contract documents obtainable at the office of the
City En~neer and the Contractor shall pay not less than the wage rates so shown
for eacll craft or type of "laborer," "workman," or "mechanic" employed on this
project.
The Cit, reserves the right to reject any or all bids, to waive irregularities
and to 4Ccept the bid which, in the City's opinion, seems most advantageous to
the Cit, and in the best interest of the public.
CITY OF CORPUS CHRISTI, TEXAS
/s/ Angel R. Escobar, P.E.
Director of Engineering Services
/s/ Armando Chapa
City Secretary
Revised Jll/5/00
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_OTICE TO CONTRACTORS - A
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NOTICE TO CONTRACTORS - A
INSURANCE REQUIREMENTS
Revised September, 2000
A certificate of Insurance indicating proof of coverage in the following amounts is
req,*ed:
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TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
30-Day lIotIce of Cancdlatioo required on all certHtcates Boehly Injury ud Property Damage
Comm.ial General Liability including: $2,000,000 COMBINED SINGLE LIMIT
1. C~rcial Form
2. PntniIes - Operations
3. ECn and Collapse Hazard
4. U. Ip'ound Hazard
5. ~/ Completed Operations Hazard
6. C4ttactual Insurance
7. B+t Form Property Damage
8. Infpeadent Contractors
9. P'" Injury
AUTO~E LIABILITY--OWNED NON-OWNED $1,000,000 COMBINED SINGLE LIMIT
ORRE
WHICH COMPLIES WITH THE TEXAS WORKERS'
WO~' COMPENSATION COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHffiIT
EMPLOfERS' LIABIUTY $100,000
.~
EXCES.UABILlTY $1,000,000 COMBINED SINGLE LIMIT
PROF=AL POLLUTION LlABILITYJ $2,000,000 COMBINED SINGLE LIMIT
ENVIR . NT AL IMPAIRMENT COVERAGE - REQUIRED
Not limWd . sudden & accidental discharge; to include -.X NOT REQUIRED
Iong-te~.nmonmental impact for the disposal of
. 'Ji
con . .
'll!'
BUILD.' RISK See Section B-6-11 and Supplemental Insurance
Requirements
- REQUIRED
.x NOT REQUIRED
INST ALLA TION FLOATER See Section B-6-11 and Supplemental Insurance
Requirements
.x REQUIRED
- NOT REQUIRED
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The City of!Corpus Christi must be Da4DOO as an additiooal imure4 on all coverages except worker's compensation
liability cm.'age
01be name" die project must be listed under "description of operations" on each certificate of insurance.
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OFor each +--nee coverage. the Contractor shall obtain an endorsement to the applicable insurance policy. signed by the
insurer. pr<>1tliDg the City with thirty (30) days prior written notice of cancellation of or material change on any coverage.
The Contra'- shall provide to the City the other endorsements to insurance policies or coverages which are specified in
section 8-6- II 01' Special Provisions secrien of the contract.
1\
A completed;~DlscIosure of lIlterest" m_ be submitted with your proposal.
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Sh.,,1d you "e any qrustiom regarding iIlsuranee requirements, please conltld the Contraet Administrator oJ 880-3500.
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HQ,1J:CE TO CONTRACTORS B
WORKER I S CO~.1PENSATION COVERAGE FOR
BUILDING OR CCNSTRUCTION PROJECTS
FOR GCVE~~ ENTITIES
Texas law requi~es that :":'lost contractors, subcc~t:ractore, and
othe~s providing work or serv~ces for a City building O~ construction
prcj.c~ r.1.ust be covered by worker. s compensation insura:1ce, authorized
self... i::.surance, or an approved worker IS compensa t: :":::1 coverage
agreerr.ent .
....
Even if Texas law does not require a contractor, subcontractor
or 01.........hers performing project services (including d.eliv.eries t..O.,th. e...job
site< ~:::> provide 1 of the 3 forms of worker's compensation coverage I
the:..~y will require such coverage for all ind.ividuals provid~9' work
or .er.....ices on this Proj ect: at any time, including during the
mair..'1ten.ance guaranty period. :.iotor carriers which are requ~r~d to
regi.~er with the Texas Depar.::::ent of Transportation under Texa,.s Civil
Stac,tes Article (; G7Sc, and which provide accidental insurance
covetawe under Texas Civil Statutes Article 6675c, Section 4(j) need
not J=ovide l of the 3 forms cf worker's compensation coverage.
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The Contractor agrees t~ comply with all applicable provisions
of ~X&S Administrative Code Title 26, Section 110.~10, a copy of
whict is attached and deemed i~corporated into the project contract.
Pleale note that under section 110.110:
1. certain language !i.ust be included in the Contractor's
Contract with the City and the Contractor's contracts with
subcontractors and others providing services for the
Project;
G . the Contractor .:.s required to submi t ~o the City
certificates of coverage for its employees and for all
subcontractors and others providing services on the proj eat.
The Contractor is required to obtain and submit updated
certificates showing extension of coverage during the
Project; and
3. the Contractor is required to post the required notice at
the job site.
By s~ning this Contract, the Contractor certifies thac .- will timely
compl~' with these Notice to Contractors liB" requirements.
NOT1CE ~o COHT~ -8
(Re.i.ea 1/1~/98J
'acte 1 of 1
8/7 /18
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rage 1 vi. C ~
Title 28. NSlR~~CE
Purt fI. TEXAS \VORKERS' CO~'IPENSATION COMMISSION
Chapter 110. REQUIRED NOTICES OF COveRAGE
Skbcb.aprer B. EMPLOYER NOTICES
~iJl..110 Reporting Requirements for Building or Construction Projects for Governmental
.tides
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<f.iT1l...e foUowing ~o.~?s and terms,.when used in this rui~'. sh~ have the following m~gs, u~ess.
tltf'context olearly IIlO1cates otherwIse. Te:ms not detinea 10 this rule shall have the meanmg denned 1n
tli Tix:as Labor Code, if so defined.
..{
(lICtnffic:ue ofcove....age {cerriiicate)-A copy ofa certiiicate of insurance, a certificate ofautboriry
i~...'.. .'-insure issued by the ex>mmi.ssion, or a workers' compensation coverage agreement (lWCC-8 I,
. .. CC-82. nVCC-83, or nvCC-S4), showing statutory workers' compensation insurance coverage
for the person's or entity's employees (including those subject to a coverage agreement) providing
sefticcs on a project, for the duration of me project.
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(2J113a:ilding or construction-Has the meaning defined in the Texas Labor Code, S 406.096(e)(1).
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(3)~onrractor-A person bidding for or awarded a building or construction project by a governmental
~.
(4)Coverage-Workersl compensation insurance meeting thestarutory requirements of the Texas
LalIbrCode, S 401.011(44).
(S)l:overage agreement-A written ~greement on formT\VCC-81. fonn TWCC-82, form TWCC-83,
:r ... .. lWCC-847 filed with the Te."W Workers' Compensation Commission which establishes a
.p between the patties for pUrposes of the Texas Worken;l Compensation Act, pumIant to
the," Lobor Code, Chapler 4%, Subchapt"'" F and G, as one of employcdemployee and
estaIfishes who will be responsible for providing workers' compensation coverage for persons
p~ serVices on the project.
(6) tkntiOQ of me project-Includes the time from the beginning of work on the project until the
wort on the project has bee:1 completed ;;""1d accepted by the governmental entity.
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(7) ltersons providing services on the projecr ("subcontractor" h": 9 406.096 of the Act)-\Vith the
eXC4foon of persons excluded under subsections (h) and (i) of this section, includes all persons o~
enti* performing all or part oftbe services the contractor has undertaken to perfonn on the proJect,
regalness of whether that person contracted directly with the contractor and regardless ofwhemer
'~n has employees. This includes but is not limited to independent contractors, subcontractors.
I .. ..,mpanies, motor carriers, owner-operators, employees of any such entity, or employees of
any' ... .'. fumithing persons to perfo~ services on the project. uServices" includes but is not limited
http://'ttwwsos.state,tx.usltacl2SIIIlI10/B1l10.11 O.html
NOTICE TO CONTRACTORS - 3
Rev1aed 1/13/981
Paqe 2 of 7
811/98
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;() p~::\~c::.g, :::;:.iling, or deUvering equipment or ::'::!::ri31s. or ~ro\iding tabor, transpcI"::!.!ion. or othe:-
SltrvJce :ei~:e: to a project. "Services" does not i.1cl~de activit:es ur.:clated to the proiec:.. s~ch as
&)Qdibever:!ge vendors, office Stlpply deliveries, ar:d delivery of po ruble toilets. ..
(f) Prcje~-11cJudes the pro\ision of all services rei.!ted to a building or construction co::tract fora
.vtffi.rnent:ti entity.
0.> Pr0\1dir.g or causing to be provided a cenifica~e of coverage pursuant to this rule is a
rt'rosent2.ticn by the insured :hat all employees of the insured who are providing s~rvices on the
pa,ject a:-e ccvered by workersI compensation coverzge, that the coverage is based on proper
r4'<>ning of classification codes and payroll amounts, and that all coverage agreements have been tiled
. the appropriate insuraace carrier or, in the case oi'a self-insured, \Vith the. commission's Division
oISelf-Insura:lce Regulation. Providing false or misleading certificates of Coverage, or f~iiing to
pevide or caintain required coverage, or failing to report any chmge that materially affectS the
p.vision or coverage may subject the contractor or other person .providing services on the project to
a61inisrrztive penalties, criminal penalties, civil penalties. or other civil actions.
(ciA goveI1".=ental entity that enters into a buildi."lg or constru~Jon contraGf; on a proje~ shaH:
-
(IJinclude in the bid specifications, all the provisions of paragraph (7) of this subsection., using the
13.J111uage required by paragraph (7) of this subsection;
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(2"5 pan of the contra~ using the language required by paragraph (7) of this subsectio~require the
coItracor to perform as required in subsection (d) of this section;
(3)jpbtain from the contractor a certificate of coverage for each person providing services on the
prefect. prior to that person beginning work on the project;
(4).btain from the cont....actor a new cert:ificate of coverage showing extension of coverage:
(A)€~e(ore the end of the ct.:17ent covenge period., ifL~e contractors current certificate of coverage
shotrs that the coverage period ends during the duration of the project; and
a:.'.."......O.Ia... ter than seven days after the expiration of the coverage for each other person providing
s ... on the project whose current certificate shows that the coverage period ends during the
d " of the project; .
(5) .rain ceni1icates of coverage on file for the duration of the project and for three years thereafter;
(6) .ovide a copy of the ce,..iiicates of coverage to the commission upon request and to any person
enti*d to them by Jaw; and
(7) * the language contained in the following Figure I for bid specifications and contracts. wi~out
any fdition2.i words or changes, except those required to accommodate the specific document U1
whic.l they are contained or to impose Stricter standards of documentation:
T28.10.110(c)(7)
tbl
http://\Il!fNw.sos.state.tx.usltac/~81W1101BIlIO.110.htmJ
NOTICE TO CONTRACTORS - 9
Rev1.ed 1/13/981
'Aqe 3 of 1
sn/98
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:3TAC110.110
Page 3 of6
:) A contractor shall:
(I) provide coverage for its empioyees providing services on a project, fc: me duration of the project
:,sed on proper reporting of class~ca:ion codes and pa}Toll amounts and f!!::g of any covern.ge
$eements;
(3) provide a certificate of coverage showing workers' compensation coverage to the governmental
e$ity prior to beginning work on the project; ,
fE,"""," P" ro",'",te th", e governmeolal entitj', prior to the end of the coverage period, . new certificate of
. ',' ,'..., e showing eXtensiOll of coveragCy if the coverage period shown on the contractor's current
: . ",' te of coverage ends during the duration of the project; .
(4Jobtain from each person providing services on a project, and provide to the govenunentaI entity:
(.-\) a certificate of coverage., prior [0 that person beginning work on the project. so the governmental
e.. will have on file certificates or coverage showing coverage for all pe:-sons providing services on
t.l:C'liproject; and
(B}"no (ater than seven days after receipt by the contractor, a new certiiicate of coverage showing
eX$sion of coverage, if the coverage period shown on the current certificate of coverage ends during
t~tion of the project;
(5) Iiletain all required certificates of coverage on file for the duration of the project and for one year
th ~ .......r,
(6) ItDtifY th_~ governmental entity in writing by certified mail or personal delivery, within ten days after
the GPntra.ctor knew or shouJd have Y.no~ of any ch.aage that materially affects the provision of
covthse of any perSOQ providing services on the project;
(7) .st a notice on each project site informing aU persons providing services on the project that they
are Jlfquired to be covered, and stating how. person may veritY current coverage and report failure to
pro.c coverage. This notice does not satisty other posting requirements imposed by the Act or other
CO~n 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 shaU be in both Eng1;~ft and S pWsh and any other-language common
to _worker population. The ten for the notices shall be the fonowing text provided by the
comallssion on the sample notice. without any additional words or changes:
REQIIRED WORKERs' COMPENSATION COVERAGE
"The .w requires that each person working on this ,site or providing services related to this
coqc:aion project must be covered by workers' compensation insurance. This' includes persons
provi4P& hauling, or deliverina equipment or materials, or providing Jabor or transportation or other
semal related to the project, regardless of the identity of their employer or status as an employee."
"Call. Texas Workers' Compensation COmmission at 512-440-3789 to receive infonnation on the
legal rtluirement for coverage, to verify whether your employer has provided the required coverage,
or to .011 an employer's failure to provide coverage. H
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tJage 4 or 6
(, cem:ac:ually require e3~h person with wnor.: it contra~s :: ;:=:-o\-ide sef\~ces c:: a ~roject to:
(4) provide coverage based on proper reporting of classification codes and payroll 2J:1ounts and 1iJing
o'an)' coverage agreements for !ll of its empioyees providing ser....ices en the project, for the duratio~
olthe project;
(II provide a certificate of coverage to the cont.--actor prior to that person beginning work on the
pejecr;
(0) u.clude in all contracts to pro\ide services en the project the language in subsection (e)(3) of this
s_ion;
~
(llJ provide the contractor, prior to the end. of the coverage period, a new cenmca:e of CQverage
sQtwing extension of coverage. if the coverage period shown on the current certi:fiC3.te of coverage
. 4uring the duration of the project;
<at obtain from each other person with whom it contra~~, and provide to the comra~..or.
(i),. certiiicate of coverage, prior to the other person beginning work on the project; ~"1d
(4 prior to the cnd of the coverage period, a new certi1icate of coverage showing extension of the
~e period, if the coverage period shown on the current certificate of coverage ends during the
d"n ofdleprojea;
(f},retain. all required cer"..ificates of coverage on file for the duration of the project 3-"'lQ for one year
t:h4Iteatter;
{ctnCllU, " 'fy the governmental entity in writing by certified mzil or personal delivery, \1ritbin ten days
atWr$e person knew or shQUld have knOWl1y of any change that materially affects the provision of
ooierage of any person providing services on the project; and
(HIcamracwa1ly require ~ch other person with whom it COntr2.C7..s. to penorm as reqUired by
~aagrapbs (A)-(H) of this paragrap~ "'With the certificate of coverage to be provided to the person
fortvbDm they are providing sei-vices.
(e) ^ person providing services on a project, other than a contractor, shall:
(1 >I'rovide coverage for its omployees providing services on a project, for the duration of the project
buid on proper reponing of classiiication codes and payroll amounts and filing of any coverage
a~ments;
(2)trovide a certificate of coverage as required by its contract to provide services on the project,
po.. to beginning work on the project;
(J~.."".. ve the following langu3l, e in its contract to provide services on the project:" "By Si.snm,' g this
co 'p' . or providing or causf1g to be provided i certdicate of c:o~e, the person signing this
::t: ~:~i:~~;~ ;~:~V:::~0J:(~~~~~r:~ ~~;::~~:;::~:nt~vernge
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t'age ) or 0
for ~e duration of tbe project, that the coverage will be based on proper repon:i11g of classification
cocts and payroU ~ounts~ and that all coverage agreements will be filed \\ith the appropriate
instIra:lce carrier or, b the case of a self-insured, with the commission's Division of Self-Insurance
Rejdaion. Providing false or misleading i....tbnnation may subject the contractor to administrative
pe.ties, criminal penalties, civil penalties, or other civil actions. I<
(4) frovide the person for whom it is providing services on the project, prior to the end of the
CO.lc period shown on its current cenmcate of coverage, a new certUicate showing extension of
coVlltirat~, if the coverage period shown on the certificate of coverage ends during the duration of the
pr~; .
(5) 4btain from each person providing services on a project under contract to it, and provide as
r~ by its conuact:
(A)' cenificate of coverage, prior to the other person beginning work on the project; and
'"
(B) For to the end of the coverage period, a new certificate of coverage showing extension of the
coytage period, if the coverage period shown on the current certificate of coverage ends. during the
duralon of the project;
(6) $ain all required certificates of coverage on file for the duration of the project and for one year
th~<<;
(7) .. the governmeataI endty in writing by certified mail or personal delivery, of any cha.Qge that
mat~ meets the provision of coverage of any person providing services on the project and send
the ~ce within ten days after the person knew or should have kno~ of the change; and
(8) C4Dtractually require each other person with whom it contracts to:
(A) .'*ie coverage based on proper reporting of classification codes and payroll amounts and filing
of Ilf'otverage a.gree.'11ents for all of its employees providing services on the project, for the duration
ofth.project;
(B) p$vkfe a certificate of coverage to it prior to that other person beginning work on the project;
(C) iufude in aU contracts to provide services on the project the language in paragraph (3) of this
subsection;
(0) ptvide., prior to the end of the coverage period, a new certificate of coverage showing extension
of theprage period.. if the coverage period shown on the current certificate of coverage ends
durinJkhe duration of the project;
(E=..... ~ from each other person under contract to it to provide services on the project, and provide
as . by its contract:
(i) a ('.~.ate of coverage, prior to the other person beginning work on the project; and
(ll) pli. tt the eud of the coverate period, a new certificate of coverage showing extension of the
cover+ period, if the coverage period shown on the current certificate of coverage ends during the
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c8'ation oi:be contract:
(f) reeam ail required certifca:es or coverage on file for the duration or the project and for one year
t_eafter; .
...
(<.1 notify the governmental entity in writing by certified mail or personal delivery, within ten days
~r tile person knew or should have known, of any change that materially affectS the provision of
cOl'erage of any person providing services on the project; and
(It..... 4 contractUally require each person with whom it contracts, to perfonn as required by this .
s4Paragraph and subparagraphs (A}{G) of this paragraph, with the certiBcate of coverage to be
prtvided to the person for whom they are providing services.
.....
(f)iJ.f any provision of this rule or its application to any person or circumstance is held invalid. the
inltliclity does not affect other provisions or applications of this rule that can be given effect without
thiinvalid provision or application, and to this end the provisions of this rule are declared to be .
seerat,le.
....
(g)!nbis ruie is applicable for building or COnstruction contractS adve:"tised for bid by a governmental
.00 or after September 1, 1994. 111is rule is also applicable for those building or constrUction
co~cts entered in.to on or after September 1, 1994, which are not required by law to be advertised
forltid.
....
(bl:the coverage requirement in this rule does not apply to motor carriers who are required pursuant
to texas Civil Statutes, Aniele 6675c, to register with the Texas Depuunent of Trans po nation and
wbi provide accidental insurance coverage pursuant to Texas Civil Statutes, Article 667Sc, 94(j).
(i~... ~ coverage requirement in"this rule does not apply to sole proprietors, partners, and corporate
0', . who meet the requirements of the A~ ~ 406.091(c), and mo are explicitly excJuded from
eo+-aae in accordance with the Act, ~ 406.097(a) (as added by House Bill 1089, 74th I.~slaturc;
19ft, 11.20). TI1is subsection applies only to sole proprietors, partners, and corporate executive
ofDtcrs who are excluded from coverage in an insurance policy or certificate of authority to s..e1f-insure
tha.tiis delivered, issued for delivery, or renewed on or after January 1. 1996.
Solfce: The provisions oftbis S 110.110 adopted to be effective September 1, 1994. 19 TexReg
5711; amended to be effective November 6, 1995,20 TexR.eg 8609.
Re.ra to Section Index
__~~p:J/'fww.S9$.state.tx.usltacl2811I11101B1110.110.htm1
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NOTICE TO CONTRACTORS - C
(for contracts over $10,000)
Notice to Pr060ective FederaBv Assisted Construction Contractors
-.".,..
1. A Certification of Nonsegregated Facilities must be submitted prior to the award of a
rlderaly-assisted construction contract exceeding $10,000 which is not exempt from
tie provisions of the Equal Opportunity Clause.
.-.
2. Contractors receiving federally-assisted construction contract awards exceeding
.0,000 which are not exempt from the provisions of the Equal Opportunity Clause will
bt required to provide for the forwarding of the foHowing notice to prospective
sIboontractors for supples and construction contracts where the subcontracts exceed
';0,000 and are not exempt from the provisions of the Equal Opportunity Clause.
NOTE: The penalty for making statements in offers is prescribed in 18 U.S.C. 1001.
- lIMiIe to Prosoective Subcontractors of Requirement for Certification of Nonseareaated
FaciIties
..
1. A Certification of Nonsegregated Facilities must be submitted prior to the award of a
SIIboontract exceeding $10,000 which is not exempt from the provisions of the Equal
~rtunity Clause.
....
2. Contractors receiving subcontract awards exceeding $10,000 which are not exempt
t+n the provisions of the Equal Opportunity Clause will be required to provide for the
f.~"'rding of this notice to prospective subcontractors for supplies and construction
<:<<In_cts where the subcontracts exceed $10,000 and are not exempt from the
,..ions of the Equal Opportunity Clause. NOTE: The penalty for making false
seatements in offers is prescribed in 18 U.S.C. 10~
,
.....
A~y of the Certification of Non-segregated F;alities (for contracts over $10,000) is
latated in the Federally Required Language section of this document.
FII/I.vt1IJy Mandated Construction Contract Language
R._ J - Mtlrch 6, 2001
~'" "--"'''-'-''-'*'-''''''''-'"'-~' ._._..".....~.. --..."..."".,.~. .,,~.-_._,..~._-.' ."....
NOTICE TO CONTRACTORS - 0
(for contracts over $10,000)
~tice of Reauirement f~ Affirmative Action to Ensure Eaual Emolovrnent Oooortunitv
(Executive Order 11246. as amended)
1. TlfJ Offerer's or Bidder's alention is called to the "Equal Opportunity Clause" and the
"Startlard Federal Equal Opportunity Construction Contract Specifications" set forth herein.
2. T~....."..'." .,aIs and timetables ". minority and female participation, expressed in percentage
term . the COlli. actor's aggMgate wor1dorce in each trade on all construction work in the
cove area. are as foHows:
Timelt>les
Goals few minority
parti~ for each
trade
Goals for female
participation in each
trade
Insert goals for
each year
Insert goals for
each year
Tl.........gG8 aI... ..... Is a fe. applicable. to a. II the contractor's construction work (whether or not it is Fe. deral
or fe ...' . ,. y assisted) perfonned in the covered area. If the contractor performs construction
work ageogqphical area loCated outside of the covered area, it shall apply the goals .
esta '" fled for such geographicaf area where the work is actually perfonned. With regard to
this ~.. .'.. area, the contractQl' also is subject to the goals for both its federally involved and
nonf.....y inwlved construclion.
The .,tractor's compliance with the Executive Order and the regulations ;n 41 CFR Part 60-4
shal,. based on its implenientation of the Equal Opportunity Clause, specifIC affirmative action
oblig+-s required by the spetifications set forth in 41 CFR 6O-4.3(a}, and its efforts to meet
the g.-. The hours of minority and female employment and training must be substantially
unifortt throughout the length of the contract, and in each trade, and the contractor shall make a
good ~ effort !o employ minerities and women evenly on each of its pr~iects. The transfer of
min~ or femate empfoyees Or trainees from contractor to contractor or from project to project,
for thfJ;sole purpose of meeting the contractor's goals, shaD be a violation of the contract, the
Exec+- Order, and the regua,tions in 41 CFR Part 60-4. Compliance with the goals will be
mea_ad against the total work hou~ performed.
3. ThIt contractor shall provide written notification to the Director, OFCCP, within 10 working.
days <I award of any construction subcontract in excess of $10,000 at any tier for construction'
work ~ the contract resulting from this solicitation. The notification shall list the name,
addrels. and telephone number of the subcontractor; employer identification number of the
subcoltractor; estimated dollar amount of the subcontract; estimated starting and completion
dates If the subcontract; and the geographical area in which the subcontract is to be performed.
4. As,1itSed in this notice and in the contract resulting from this solicitation, the "covered area" is
Corpl.lllj Christi. Nueces County, Texas.
Federaf'/tIanda/ed Construction Contract Language
Revisi04/ - March 6. 2()() J
...--
NonCE TO CONTRACTORS - E
BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR
CONSTRUCTION CONTRACTS (JAN 1991)
Whetl! the Contractor will supply these items as part of their construction:
(a) lJle Aviation Safety and Capacity Expansion Act of 1990 provides that preference be given to steel
and etaoofactured products protiJced in the United States ~ funds are expended pursuant to a grant
issuel under the Airport hnprovtment Program. The following terms' appfy:
1. Steel and manufactured oroduds. As used in this clause, steel and manufactured products
itll** (1) steel produced Nth United States or (2) a manufacturecf.productproduced in the United
states, if the cost of its co~nts mined, produced or manufactured in the lfnited States exceeds
at percent of the cost of aU its components and final assembly has taken place in the United States.
Ollmponents of foreign origin of the same cfass or kind as the products referred to in subparagraphs
(III) (1) or (2) shall be treated as domestic.
1.. ~t the U.S. Department of Transportation has dete4mined, under the Aviation Safety and
qp.City Expansion Act of 19190, are not produced in the United States in sufficient and reasonably
a.ilable quantities and of a satisfactory quality;
2. IMt the U.S. Department of Transportation has detennined, under the Aviation Safety and
~ Expansion Act of 1980, that domestic preference would be inconsistent with the public
i.eeI:; or
: }
'1
"1
J
I
1
J
\
i
2. Gomoonents. As used in this dause, components means those articles, materials, and supplies
iAltorporated directly into steel and manufactured products.
3. Cost of Comoonents. ThB means the costs for production of the components, excl~e of final
~bly labor costs.
(b) 1lIie SUCcessful bidder will be required to assure that only domestic steel and manufactured products,
wIJ be used by the Contractor, subcontractors, materialmen, and suppliers in the performance of this
CCIltract, except those -
3. that inclusion of domestic material will increase the cost of the overall project contract by more
ttwl 25 percent
A cOPVl,of the Buy American Certificate is located in the Federally Required Language section of this
docun'llitnt.
Feder+ Mandated Construction Contract Language
Revisiaj / - March 6, 2001
~........~
NonCE TO CONTRACTORS - F
BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS
(JAN 1991)
~
WheIIIe the Owner will be accepting direct delivery from suppliers or manufacturers:
-
(a) "tte Aviation Safety and Capacity Expansion Act of 1990 provides that preference be given to steel
and ~. " facturecl products protluced in the United States when funds are expended pursuant to a grant
issuil under the Airport Improvement Program. The following terms apply:
1~ fleel attd manufactured Droducts. As used in this clause, steel and manufactured products
E"' .. (1) steel produced in the United States or (2) a manufactured product produced in the United
. , if the cost of its components mined, produced or manufactured in the United States exceeds
... ._". percent of the cost of all its components and final assembly has taken place in the United States.
t)inponents of foreign origin of the same dass or kind as the products referred to in subparagraphs
.) (1) or (2) shall be treated as domestic.
,,",.
~
Z Comoonents. As used in this clause, components means those articles, materials, and supplies
iItIcofporated alrectly into steel and manufactured products.
~ Cost of Comoonents. This means the costs for production of the components, exclusive of final
alsembly labor costs.
......
(b) lite" successful bidder will be required to deliver only domestic steel and manufactured products,
flllicept those -
-
1~ ltat the U.S. Department of Transportation has determined, under the Aviation Safety and
~ity Expansion Act of 1190, are not produced in the United States in sufficient and reasonably
al8i111ble quantities and of a satisfactory quality;
2. that the U.S. Department of Transportation has determined, under the Aviation Safety and
Qltpacity Expansion Act of 1990, that domestic preference would be inconsistent with the public
i.f1ISt; or
....
~
3. that inclusion of domestic material will increase the cost of the overall project contract by more
dim 25 percent.
fI:IPI'"
~
A COlt of the Buy American Certificate is located in the Federally Required language section of this
doculient.
Fede*.... Mandated Construction Contract Language
Revisfn 1 - March 6, 2001
"- "~~ '-".~ ....
PART A
SPECIAL PROVISIONS
~
~
~
.- . ...."~ - . ~ .-.. ~~ -.
_._.,_"_.._.~......,..._..._.....,,_..._...-.-....-.,_ _O."".,_.'_.___._..._...._c._.___... ___~_. __........
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPROVEMENTS,
SHOULDERS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMENTS (PHASE 4) & CCIA APRON PHASE 2 WESTSIDE
(PARKING)
SECTION A - SPECIAL PROVISIONS
A-I 'ime and Place of Receiving Proposals/Pre-Bid Meeting
Sea.led.proposals wil be received in conformity with the official advertisement
inviting bids for the project. Proposals will be received in the office of the
City S~cret dry, located on the first floor of City Hall, 1201 Leopard Street, until
2: 00 Pi$lJll., Wednesday, May 31, 2006. Proposa Is mai led ShOllld be addressed in the
followIng manner:
CI ty of Corpus Cllri st i
City Secretary's Office
1201 Leopard Strpet
Corpus Christi, Texas 78401
ATTN: BID PROPOSAL - CORPUS CHRISTI INTERNATIONAL AIRPORT, RUNWAY
17/35 IMPROVEMBhTS, SHOULDERS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMENTS, PHASE 4 & CCrA ARPON PHASE 2
WESTS IDE (PARKING)
A pre-bid meetinq wiJ L be held on Thursday, May 18, 2006, beginning at 10:00 a.m.
The pre-bi d meeti nq wil j convene at Corpus Christi International Airport,
AdmInistrative Office, 1000 International Drive, Corpus Christi, TX 78406.
,...
J\f<:,,-_~ddit.ional oE- s~pa_~clt~_ -visi t~_!:.j_o_ns _will, be_consIucted by the City.
A-2 ~finitions and Abbreviations
SectIon B-] of the Goneral Provisions will govern.
A-3 ~scription of Project
The prOf' ect consists of the following:
lBase Bid comprised of 108,000 SY asphalt paving, including milling and
overlaying, striping, 32000 SY of new 25-foot wide asphalt shoulders, 23150 CY of
eXCdvatjon for grading and drainage improvements including 1910 If of 36" and 800
If of 4'" concrete pipe, l~OO If of 7'x4' box culverts and related structures, new
hiCJh intensity runway lighting including conduit, cables and transformers, utility
relocations, :;urf"ace ;f'stordtion including seeding and sodding erosion control, and
other items;
2' Additive Bid Alternate No.1 comprised of 2,700 SY of 15" concrete pavement
anc! bas~ course, demoli ti',n of existing pavement, joint preparation and other
related items;
3. Additive Bid Alternate No.2 comprised of 4,300 SY of asphalt pavement and
base for a parking 1 t, 615 SY of concrete pavement and base, fending, pavement
markings and other items;
4' Additive Bid Alternate No. 3 comprised of channel modifications, concrete
box culvert:. dnd eelated 5t ruclurcs, Cjeading and drainage;
Other related wc)rk j 'ems to construct the Project in phases in accordance
'.-Ii t h the pLln:;, speCl t i Cd l ,)ns and con tract documents.
A-4 ~od of Award
ThE bid~. wi I 1 be eVdl uated based on the fol] owinq order of priority, subject to
a va 1L a b i-I i t Y (" f 1m de;
1. Total Base Bid
2. Total Base Bid plus Additive Bid Alternate Number 1
3. Total Base Bid plus Additive Bid Alternate Number 1 plus Additive Bid
Alternate Number 2,
4. Total Base Bid plus Additive Bid Alternate Number 1 plus Additive Bid
Alternate Number 2, plus Additive Bid Alternate Number 3.
Section A SP
(Revised 9/18/00)
Paoe 1 of 24
..,~.-
The City reserves the light to reject any or all bids, to waive irregularities and
to accept the bid which, in the Clty'S opinion, is most advantageous to the City
'iod in the best .interc:it of the public.
A-5 Items to be Submitted with Proposal
The following i terns ~~, _recl~red to be subrni t ted wi th the proposal:
1. 5% Bid Bond (Must reference ~Eo;ect 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 )
Dlsclosure of Interests Statement
A-6 Time of Completion/Liquidated Damages
The working time ior complet lon l) f the 1'[0 ject wlll be two hundred fifty (250)
callfldar days. The COLtractor shall commence work within ten (10) calendar days
aftair receipt of wri tt en notice trom the Director of Engineering Services or
designee ("City Engineer") to proceed.
For each calendar day tllat any work remains incomplete after the time specified in
t he ConI ract for compl"tion elf t he work or after such time period as extended
"pursuant to other provl sion" )f th i s Contract, $500.00 per calendar day will be
assessed against the Cor, tractor as ] iquidated damages. Said liquidated damages are
not imposed as a penalty hut as dfl estimate of the damages that the City will
sustain from delay in cemp]etiun uf t.he walk, which damages by their nature are not
capable t precise prool The Director of Engineering Services (City Engineer) may
withhold iJnd deduct f: om mOTlleS otherwl se due t.he Contractor the amount of
liquidated damage, due 'he City.
A-7 Workers Compensat~on Insurance Coverage
[f the Contractor' 5 WO) kers I compensation insurance coverage for its employees
working on the Project s termindted or cdnceled for any reason, and replacement
workers' compensat lon insurance covc,rage me-eting the requirements of this Contract
is not in effect on the~ffective date of cancellation of the workers' compensation
insuxance coverage to be replaced, then any Contractor employee not covered by the
required workers' compensation insurance C(lVerage must not perform any work on the
Project.
Furthermore, for each ('alendar day inc::luding clnd after the effective date of
terminatioTl or cancella t ion 01 th~, Cant ractor' s workers' compensation insurance
coverage for I ts employees wc,rkullJ on the ProJect until the date replacement
workers' compensation Insurance coverage, meeting the requirements of this
Contract, is in effect tor thosf~ Contractor employees, liquidated damages will be
,-jssessed againc3t and pa d by the Cuntractor at the highest daily rate elsewhere
specified in this Cont ra,.t. ~;uch ! lquldated damages will accumulate without notice
11 om the, i ty Englfleer t the C~Jnt ra,"tor and wi 11 be assessed and paid even if the
pcrmitteo time to 'qmplc t e the Pr',':JPct has not expi red.
In accordance with ,)thel requJlem'~rils of tillS Contract, the Contractor shall not
permit subc~mtractcrs or others t '"I)rk on t 1](' Project unless all such individuals
vlorki.ng (HI the Project .:re ('Ovc.rej U'( workc'r~;' cornpensatLon insurance and unless
the requi~ed documencatic n nf such '~c,v('rdqe has been prOVided to the Contractor and
: he-< Ci t Y [';nq i.ncel
A-a Faxed Proposals
rupo$als faxed directly to the ity will be' considered non-responsive. Proposals
must contain original siqnaturec: and guaranty and be submitted in accordance with
~;ection B ;.> of the Cener.1l Pr'ovisiuns.
Section A - SP
(Revised 9/18/00)
Prlnp ? ()f "74
........--
A-9 Acknowledgment of Addenda
['he CQntractor shall acknowledge receipt of all addenda received in the appropriate
Face pruvided in the r roposaJ. Fa i lure to do so will be interpreted as non-
receipt. Since addenda Cdn have ,;iqnificant impact on the proposal, failure to
iCknowledqe receipt, and a subsequent interpretatlon of non-receipt, could have an
ldverse e f0(:t when dete~mining the lowest responsible bidder.
A-IO Wage Rates (Revised 7/'i/OOl
:.abor preference and waqe Idtes tor heavy construction.
":on t ractor~jfta..J-+- u-se-flHthe-r-wrrEj-e ht-t-e~-
In C.:1GC of conflict,
Min_lm11fn Pr~vaj:) ~ng~~ge_:;cal!:::3
';'he CQrpus Christi City Council has determined the general prevailing minimum
{wurly waqe rates for Nueces County, Texas as set out in Part C. The Contractor and
,;ny sUbcontractor must not pay less than the specified wage rates to all laborers,
\ Hkm$1, and mechanics c:'mployed by them in the execution of the Contract. The
,ntrctctor or subcontractor shall forfeit sixty dollars ($60.00) per calendar day,
portion thereof, for edch laborer, workman, or mechanic employed, if such person
paid les:; than the specif ied Idtes for the classification of work performed.
The CQntrdctDr and each '3ubcont Ia,:t:or must: keep an accurate record showing the
Hnes and lassificciLions of all laborers, workmen, and mechanics employed by them
connect ion WI th the Pr"")ject dnd s}lOwing the actual. wages paid to each worker.
1';(: Contractor will mak,'> bi-weekly certified payroll submittals to the City
Enqin€ler. The Contractor will also obtain copies of such certified payrolls from
sut>contractors and others workinq on the Project. These documents will also be
,mitted t, the City Erlgineer bi weekly. (See section for MinoritY/Minority
Iness Enterprise Partie ipah on Polley for additional requirements concerning the
proper form and content of the payrol I submittals.)
and one-half (l-l/2) times the specified hourly wage must be paid for all hours
ked in excess of 10 hOllCS in anyone week and for all hours worked on Sundays or
days. (See Section h-1-1, Definition of Terms, and Section B-7-6, Working
H.)urs.)
A 11 eooperation with Public Agencies
(Revised 7/5/00)
Co~traetor shall cooperate with all public and private agencies with facilities
oj,erattng within the limits of the Pnrject. The Contractor shall provide a forty-
e (jht (48) hour notice to my applicable agency when work is anticipated to proceed
thevicinlty of any facility by usinq the Texas One-Call System 1-800-245-4545,
LoAe Star NotifIcation Company at 1-800-669-8344, and the Southwestern Bell
L"cate Group at 1- 800-82 8 512""7 _ For the Cont ractor' s convenience, the following
"phOne numbers are lis! ed.
L_
c1 ty Encpneer
CerA F.nqIneer
Cs;rA Operations ManaCjer
Pioject Engineer
AlE Project Engineer
peAL
epeE
TKafflc Engineer
P()lice Departmerlt
Walter Departmenl
W;!lstewater Services !!epartmf""'nt
Gas Department
Storm L<Vdt or
B80- ]:,00
361/289--0171
361/289-017]
880-3500
cxt 1223
ext 1229
/13/62/-1444
361/991-85'10
880-3540
882-1911
857-1880
857-]818
(direct 7l3/968-9375)
857--1881
(880-3140 after hours)
(880-3140 after hours)
885-6900 (885-6900 after
(880-3140 after hours)
hours}
Section A - SP
(Revised 9/18/00)
D"J........... 7 ......f: ')If
'~"';<-
Parks & Recreation
Solid Waste ;;c'yvic'cs
AEP
SBe
City treet I iv. t,r Traffi(
Signa j /Fi be r ':)pt i c Loca Le
Cablevision
ACST (Fiber Optic)
KMC (Fiber Optic)
Cho,iceCom (Fiber OF'tic)
CAPROCK (Fiber Opt c)
Brocke Fib(~r lptic (MAN}
,~.. 12 llaintenance of Services
880 3461
857 1970
299-4833
881-2511
(693-9444 after hours)
(1-800-824-4424, after hours)
857 1946
851-5000
887, 9200
813-1124
881-5767
512/935-0958
972/751-4355
857-1960
(857-5060 after hours)
(Pager 800-724-3624)
(Pager 888-204-1679)
(Pager 850-2981)
(Mob] Ie)
rhe CQntractor sheil 1 t ak,' a] I precaut ions n protect ing existing utili ties, both
above and below grourld. rhe Drawings show as much information as can be reasonably
: 'ained feom exi~;tlng as built drawings, base maps, utility records, etc. and from
muCh fie 1 d wc)rk 1S no r mall y deemed neces sary for the construction of this type
( f pr()ject with regard t,) the location and nature of underground utilities, etc.
However, theacc~r~:y anu~ompl,eteness_ of _~uch information is not guaranteed. It
JS the Contractor's sole and complete responsibility to locate such underground
features sufficient Iy iJ advance uf his operations to preclude damaging the
E'X I sting fdC i Ii t iee;. j f he Contractor encounters utility services along the line
this work, it j his responsib i 1 it Y to ma i ntain the services in continuous
operatIon at hi,' OWII expe rIse,
II. the event of damage to underground utilities, whether shown in the drawings or
not, tlte Contractor shall make the necessary repairs to place the utilities back in
[vjc. to const ruct the worK d:; intended at no increase in the Contract price.
All such H'Pdirs mu,,;t- conform to the requirements of the company or agency that
) ns the utilities.
When~ .xisting sewers are encountered and are interfered with - (i.e. broken, cut,
etc.), flow must be maintained. Sewage or other liquid must'be handled by the
Ii raator eIther by connection into other sewers or by temporary pumping to a
>c,Llsfactory outLet, all ~.;ith the approval of the City Engineer. Sewage or other
j J quidlnust not be pumped, bai led or t lumed over t,he streets or ground surface and
';ontraat.or must pay for all fines Clnd remediation that may result if sewage or
other liqUid contact the streets or ground surface. It is also the Contractor's
respons:ibil ily to make al i neces:;ary repai IS, reloeat ions and adjustments to the
sat 1 sfaction e)f the City E;lgineer at no increase in the Contract price. Materials
fel repairs, -ldjustmerJts 0 rplocations of sewer service lines must be provided by
the' Contrae lor.
A-13 ~a Access and Traffic Control
II flci.nt traffic control measures must be used to assure a safe condition and to
pruvlde/a minimum of inconvenience to motorists and the public. All weather access
mll.,-,t be provided to all re:iidents and busines::;es at all times during construction.
"'h Contractor must provid,. temporary driveways and/or roads of approved material
1m Lng Wet weather. Thr- Con relet or must mainta in a stockpi ie on the Project si te to
Hl.~ct the demands .)f inclem"nt wE:'athpy
The t:ontract UJ wi] I !Y' r,;g1,ired to schedule his operations so as to cause minimum
adverse impact on the ilccesiibi I ity of adjoirll ng properties. This may include, but
lS not limi~ed te, Wt+rifinEt---tir-iveHdys-'in'h-a-l-!'~,h5, construction of temporary
ramps, consl c'uet ion dc.tour:, e1 ('
The Contt"acto1: 5ha Ll comply :,;i th appl clhle FAA regula ti ems und Advisory Circulars.
t, fie.--G4 t y. 0 f(;e.rftB-S -GR+j~&t-i" ~H-YR i fB I ffr--Bcl f+-'i ea&i:f"'J-&htfiEla-ffi5--a-ftd- P r ;) c tic c G .J. G .J.d op t c d
f>y---ffie--4it-y.--f:Of7i e-s- ++--f,--t,-h' 5---fioeB:mEfjt~ "H-e---a-vaH-a&lf'---t-Jr~_thc Ci t) I G Tr.Jffic
EFl-tJ-Hte~DeftU+t ffie-f+t "" !I'fle~ -FdC t t.+F sft.a.4 l----c;-eetH'0 - F-h€-- n c =: C ::J G.:l ry pc rm i t from the
~: it 'y"-5-~i en-F,ftfJ i ftee' r'4 HT i'ep,::rr -t meA t
fill costs for t ratt i( cont ro] Jt'"
~ .....--.--
~.ider('d suhsJc1iary; therefore, no direct
Section A - SP
(Revised 9/18/00)
Paae 4 of 24
paymeht will be made to 'ontractor.
i
--*
A-14 ~onstruction Equipment Spillaqe and Trackinq
The Contractor shalJ keEp the idjoining streets free of: tracked and/or spilled
materials gOlng to or fJ om the construction area. Hand labor and/or mechanical
equip$ent must be used where necessary to keep these roadl-Iays clear of job-related
mdterials Such work must be completed without dny Lncrea~)e in the Contract price.
:;treets and curb llne iilUSt be cleaned at the end of the work day or more
lrequemtly, if necessary, to prevent material from washing into the storm sewer
syste,.. No visjble mater al that could be washed into storm sewer is allowed to
remain on the Proje/:t sit', or adlOirlJng stnJet~;.
~
A 15"eevatien and Reme~a15 NOT USED
...
-'ffte eltC~VJff'-El-area-s-BeiTi-He-€tHc~ -ttrld---ad-j-aee-nt--t:B--5itiew-a-l--ks-and dri". e\:~ys mu.at be
fi~-w4-l:ft- ~w'-~~c-lea-fl.!!-4r-E----t-&---ee-F--:i:-fl€4-a--s--dirt that is c~p~ble of
pf'u'Ji.ng ----iT ~-- gro'.ith*t~-SS----wflefl ~ppl i cd------w--it-fr--5ee4-I-God .:md fertilizer. The
6+H .::it --be - free of Bebft s-,-ea-!--'i---efte-,- ')':Jph~l t, concretc ~nd- ~ny other ffl~teri~l th~t
ee--t r ~ I!!!I!t c f FBffi-+t~ n-ee----B r--h-affif*' r J the -fJ-r-e-w--t-fi -&f--------<fF-a S~
;.. J~ eonercte--a-H-d-a-spfta-:l.-t-wH:-fl-i~l--i-m-i-t7s of the Proj eet must be rcmovcd
,lCG3 othe-'H+~5-€---notcd.
A+-:l- neu:)cs:::.:.tPf--f€fRfHfd-l-s----i-ncl tiding but H_ not l-i-miEe-e---t.o pipe,
€ fee., ill re t-&-- be con :::J i de-H'€l-----s-ttl7s-iffi-ar-y-E0---H-te--bi4-H€fR--f--o r
-t here fe re, -fH)- d i rc ct--fJ-ayrnpfl-t--w-i--ll---f>e-ffh--J-ffe----t-{} tBA-E-F.:) c tor.
dri :C,:~Y3, oide.mlJCG,
"Street E1tc3..:~tion";
~
A-16 ~sposal/Salvaqe of Materials
Excess excavated material, broken asphalt, concrete, broken culverts and other
unwanted material becomes the property of the Contractor and must be removed from
the site by the Contractor. The cost of a 11 hauling is considered subsidiary;
therefore, no di reet paym..;nt will h~' made to Contractor. All light fixtures and
other items specif~ed tor salvage shall be delivered to the Owner as directed.
A~17 aeld Office
The Contractor must furni,;h the City Engineer or his representative with a field
office ~t the construction site. The field office must contain at least 120 square
fret of useable space. The field offi.ce must be air---conditioned and heated and must
DE furnished with an inel] ned table that measures at least 30" x 60" and two (2)
~hairs. The Contractor shall move the field office on the site as required by the
CJ ty E.ginE?er or his representative. The field office must be furnished with a
telepho.ne (with 24-huur per day answering service) and FAX machine paid for by the
Con tractor There is no separa te pa'; ; tem fo r the field of fice.
A-IS Slhedule and Sequence of Construction
Contractor shall submit to the CJty Engineer a work plan based only on calendar
days. this p]an must detai 1 the schedule of work and must be submitted to the City
Enginee~ at least three (31 workjng days pric'r to the pre-construction meeting_
The plafl mu~;t indicate the schedule of the following work items:
1 .
~tial Schedule:
Pr€-Cc)ns trlU:ti or;
revie\"! .
Submit t
Meeting an
the City Engineer three (3) days prior to the
ill t ial Canst r\lct on Progress Schedule for
Itlems to lncl ude: show c)mplet e sequence of cons truction by acti vi ty,
l(intifYlng v"iork--of sc'parate stages and other logically grouped activities.
I~ntify the flf.';t wcrk day of each week.
Section A - SP
(Revised 9/18/00)
~.......- - - -
~ .
Submittal Dates:
IndIca e 5ubmittaJ dates requin~d for all submittals.
(~
Re Submission:
---- -..-- .~._.~--~-------
R, \/i Sf' all(l resubmit as required by the City Engineer.
Per l.odi~. .J:JPd9 te:
actual progress 01
Sllhmi t Updated Construction Progress Schedule to
each ~;taq" by percentage against initial Schedule.
show
The Contractor shelll schedule hie; work well in advance of actual operations and
shall keep the Airport Fngineel and OperatIons Manager advised of this schedule so
that close coordination can be maintained with the director of Aviation and with
clther contractors. Threshold displdcements and closing of portions of taxiways and
aprons will be requin"r for [roper execution of the work. Airport Operations
requires d minimum ot hrE:'c I ) days notIce prior to displacing thresholds or
losing mV portIon (if 1 tiu<i;-ny r apro! Notice to Airmen (NOTAM'S) will be
t lIed by the Airport Op, rat i,n; Mdnaqer or by Public Safety personnel.
A-19 Construction Staking
rhe <irawings depi ct
baselines, etc. thdr
lin,'S, s lcpe~;, qrades, sections, measurements, bench marks,
'IU normall y r cqllired to const ruct a project of this nature.
f'he . j or --E'HfiE-HH.S- afiEi----b+~tteh---tfta fk-s-~ re-Eft:l4-Fefi--ti) r C e t t i mr-up ;). pro j e ct, if not .:Jhmm
on tHlE dr :1'" ing_., . w-if+.~ -p-I-&v-j-(-J.€.& ~bY-Ehe--GI t,y-SB-nrcyor.
The Ccntldctor W~ 1.1 fun;ish ,11 J 1 J nes, slopes and measurements for control of the
week.
If, d~rinq construe:! ion, it IS necessary to disturb or destroy a control point or
bench mark, the Contract.c'r SIlo] prclvide the City Surveyor 48 hours notice so that
cllternate control. point: can be f~stablished by the City Surveyor as he deems
neces,ary, at no cost to ,.he Contractor. Control points or bench marks damaged as a
result of the Contractor's neqligence will be restored by the City Surveyor at the
expenSe of the Contracto
if, f~r whatever redson, it is necessary to deviate from proposed line and grade to
propezly execute the work, the COfltractol shall obtain approval of the City
Engineer prlor 10 deviati:m. If, in the opinion of the City Engineer, the required
deviation would necessi t ate a revJsion to the drawings, the Contractor shall
provi4e supportlng measu i.ement.s a.c I equired for the City Engineer to revise the
drawiqgs.
The CdJltractor shall tie n or reference all valves and manholes, both existing and
proposed, tor the purpose of adjustinq valves and manholes at the completion of the
pavin~ process. Also, thE City Englfleer may require that the Contractor furnish a
maximlJlrl of two (2) personnel f(-1 rh,~ purpose of assistinq the measuring of the
eompl~ted v/ork.
A-20 ~sting and Certification
All tests required under this
selectfd by the City Enqineer.
the Cil:y. !n the event that
corrective measures have been
Contract.or and deducted f 'om
llE~rn iCiU:,t be d,me by d recognized testing laboratory
The cost of the laboratory testing will be borne by
any test fai] s, that test must be done over after
taken, 3nd the cost of retesting will be borne by the
the payment to the Cuntractor.
The Contral'tul must '.,ovi lell 1 3PFi [cable ((,c,rtifications to the City Engineer.
A-21 Pltoject Siqns NOT USED
~ Co. tr <Je-t-6'f'--ffIl:t&t- H:Tf ft-i sft -dfH:i - ~-n5+-a 11 (1~. ~t-S-~s--a-s-- ifidi C<J te d on the
fB 11 0 . .. g d Fa-W-l:-llifS-'----i M--Ea{C'!tffieR t--J. I -'f'he .-s:i~A-S-- fllli~---:i-rts-taJ 1 e d be for e con 0 t r u c t ion
BetjiflC,ilRd w4-+1.-he-fftrt:H+ta-:icfted-+.ftTGB-EJh(ntt~_+-he-.pF&j--eet perioo-hy----the Contr;:)ctor. The
-1:D€-il t i ElIfl 0 f-t+l-e--~H:-gw;---wi+-lbe-~.de-8-~rffi-~d-i-n__t-+re--E i c J d by -th c Ci t Y En 9 i fie c F-7
Section A - SP
(Revised 9/18/00)
P;:'H1P h r.F ?Jl
~~.*~~
A-2Z
Minorit
Business Ente rise Partici ation Polic
(Revised 10/9B)
1,
Polis:~{
o...&"
It is the policy cf the City ,If Corpus Christi that maximum opportunity is
afforded minorities, women anll Minority Business Enterprises to participate
in the performanc(' of contracts awarded by the City of Corpus Christi in
support of Equal Employment Opportunity goals and objectives of the
Affirmative Action Policy Statement of the City dated October, 1989, and any
amendments thereto In accordance with sllch policy, the City has established
goals, as stdted h,'rein, ;)oth for minority dnd female participation by trade
and f'jr Minoflty P'jSinr<iS Enterprise
DeflnJtions
a. Prime Contractor: Any person, firm, partnership, corporation,
21ssociatTon 01=-]01 nt venture as herei n provided which has been awarded a
City contract.
1o. 5ubcontr actor. Any Ilampd per son, firm, partnership, corporation,
association, Dr -j oi fit venture as he rein iden tified as providing work,
labor, services, supplies, equipment, materials or any combination of
r he foreqoing under contriiC't with a prlme contractor on a City contract.
( Minority Business Enterprise: 1\ business enterprise that is owned and
c:ontrolled by one or more -minori ty person (s). Minority persons include
Blacks, Mexican-Americans and other persons of Hispanic origin, American
Indians, Alaskan Natives, and Asians or Pacific Islanders. For the
purposes of t his section, women are also" considered as minorities.
Minority person(s) must collectively own, operate and/or actively
manage, and share ill payments from such an enterprise in the manner
hereinafter Sf t forth:
Owned
ia) ror a sole proprietorship to be deemed a minority business
lnterprise. it must be owned by a minority person.
(b) Fbr an enterprise doing business as a partnership, at least
51.0% at the assets or interest in the partnership property
rrust be owned 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).
2. Controlled
The pr lmary power, direct or indirect, to manage a business
enterp' i se re:its with a minority person (s) .
3
Share n Pa)'~~>n-.!:::;
Minor i \ Y par trler~;, proprietor or stockholders, of the
enterpr ise, as thc case may be, must be entitled to receive
51.0% cr more cf the total profits, bonuses, dividends, interest
paymenl :-;, commissions, consul t inq fees, rents, procurement, and
slJbconl [act paymelits, and any other monetary distribution paid
b"/ the husiIl(,~<3 (~nt erprisc.
d
t-:!!-nor i!y :
See definition under MinorIty Business Enterprise.
e. Female Owned Bllslness Enterprise: A sole proprietorship that is owned
and confiolled byawoman-, a-partnership at least 51.0% of whose assets
Section A - SP
(Revised 9/18/00)
Paae 7 of 24
,..,.~""",~.
or paltner~hip interests are owned by one or more women, or a
corporation at least 5l.0% of whose assets or interests in the corporate
share,< are )wned by Of,C' or more women.
.Joi nt Y(C>!l_~J r~: !-\ J c' 1 n t ven ture means an association of two or more
persons, partnerships, t'orporations, or any combination thereof, founded
to callY on a single business activity which is limited in scope and
di reet ion. The decjIEe to which a ioint venture may satisfy the stated
MBt: ']0'1 I carnot fOX('I'ed the pro[,ortionate interest of the MBE as a member
of the joint venture Ln the work to be performed by the joint venture.
For example, a ]Oiilt vOflture which is to perform 50.0% of the contract
wock itself and in which a minority joint venture partner has a 50.0%
interest~, shd I be def'med equivalent to having minority partiCipation in
25,0'6 ':;f th,. wor'k. Minority members of the joint venture must have
f'ither financial, manaqerial, or technical skills in the work to be
perfonned by the ,Oint '!enture
Gc,d
d.
The q(Cl 1.0;
Enterprises
war k force
follow~: :
or participation by minorities and Minority Business
"xpressf::d in percentage terms for the Contractor's aggregate
,n all ccnst ruction work for the Contract award are as
~nority Participation
(Percent)
Minority Business Enterprise
Participation (Percent)
45%
15%
b.
These goals dre appLicable to all the construction work (regardless of
federal participation) performed in the Contract, including approved
change orders. The hours of minority employment must be SUbstantially
uniform throughout the length of the Contract and in each trade. The
transfer of minority pmployees from Contractor to Contractor or from
prOJect to project for the sole purpose of meeting the Contractor's
perrentage is prohihited.
~:orn~! ~.9nce
a.
Upon cornpletiun of the Project, a
substant iated by copies of paid
Contractor to the City Engineer,
final breakdown of MBE participation,
invoices, shall be submitted by the
b. The Contractor shall make bi-weekly payroll submittals to the City
Engineer, The Contractol is to indicate the percent of minority and
female particlpation, by trade, which has been utilized on the Project.
Along with the request for final payment on the Project, the Contractor
will indicate. in writing, the overall partIcipation in these areas
which have be, 'n ach i eved, The ':i ty Engineer may withhold monthly or
fina] pdyment to the (:ontractor for failure to submit bi-weekly
payrolls in timely fashion or to submit overall participation
informat1on ae requiled.
A-23 Inspection Required
(F~,vj :.;ed I/e./OO)
The C~n trdct or shal 1 as;;ure
dc::o-ig.ted representativ( (s)
inspedtion a (tel thp proj ect
the appropriate inspectioI1S by the FAA Sponsor's
at the various intervals of work and assure a final
is ,~ompleted and ready tor occupancy.
'!' he- C~:f'-CH;-EB-f-c; ha-4 !---,.:t-S-S-H r-e- -t*: -rlfJ-P-FHP-F4a-t e -bu-:i:-:l:~ i n G p C eE- ion .3 b) the D u i-:l-B-:i-ntf
Hl-Sp C at i on &i: v-i-s t-fm - d E-- Eft, --v a-F-l. €H+S---Ht te-Fva-:l s- of--we-r-*---4-B-F---Wh i c h 0. pc rmj t --i-s---i: c gu i reA
afttt-t.&-as-s ttf e--a-- f-'Hla-l--cinspe-e t ~-f>ft-----df-t-e-F- t fte--b+.i-~tf-i-&- co mp let e d J n d r c ;:r d 1- ---fB-F
BtX, up J$ c 1- ,-{:''l-ft{;-r vet OiffiU-S4--t+,t-a-'j f+-- t-fK< -tt-r-t--} f-i-c-a-h:e---e-f- ~i~~
&~t i sill D -f,-2---e-i --+ill'SeRe r-a-:!:---P-r-{w-is-l (}fl-S- --:i:-s- he rcby--;:rmcndcd in thJ t thc Cant rJcto r
fffitst: 13.J tiel t---fees----a-n4-efta.Hf€S-- J-e-v-ted- -hy' --t-he--C-i-tc-y ~-5 Bt:t-i-l-El-:i-nq-l-Fl-SfJ-ee-H-efl DcpJ r tmeftt ,-
Section A - SP
(Revjsed 9/18/00)
P;'(J0 R r>f ?J
.,..,~-
afH:~--ilH-l-+~E--~ -fee5,-iAcluilifHt-";ltcr/was-t~r mctcr fcco ;lRd t;lp fcco u:J
r equircd By ..G4+:-y-~
A-24 Surety Bonds
l'dragrap}! two 12) of Section 8-3-4 of the General Provisions is changed to read as
f,11ows:
"No s~rety will be accepted by the City from any Surety Company who is
now in default or delinquent on any bonds or who has an interest in any
litigation against the City. All bonds must be issued by an approved
Surety Company authorized to do business in the State of Texas. If
performance and payment bonds are in an amount in excess of ten percent
(10 ) of the Suret Company's capital and surplus, the Surety Company
shall provide cert fication satisfactory to the City Attorney that the
Surety ~ompany has reinsured the portion of the bond amount that exceeds
ten percent (jO%) of the Surety Company's capital and surplus with
reinsurer (s) autho: ized to do business in the State of Texas. The
amount of tt\(" bond '-einsured by any reinsurer may not exceed ten percent
(ID'f) of the relnsurer's capital and surplus. For purposes of this
sect ion, the amoun of allowed capital and surplus will be verified
througtl the State Board of Insurance as of the date of the last annual
stat 11t ory f lnancia L statement of the Surety Company or reinsurer
authorized and admLtted to do businE'ss in the State of Texas. The
Surety shall designate an agent who is a resident of Nueces County,
Texa. Each bond must be executed by the Contractor and the Surety.
For contracts in excess of $100,000 the bond must. be executed by a
Surety company that is certified by the United States Secretary of the
Treasury ();r must ubtain reinsurance for any liability in excess of
$100, ODD from a reinsurer that is certified by the United States
Secretary of the Treasury and that meets all the above requirements.
The Lnsun'r or rel flsurer must be listed in the Federal Register as
holdlnq certiflcates of authority on the date the bond was issued."
A 2S fal'€:s Tax En FtioH
(NOT USED)
5ectiEin r -6-2-2,--'I'-aH Ellcmption --P-r-ev-ioion, -i--s--de-:l-e-t-e4-----in ito cntirety 3nd thc
f;:) 11 owi ng S+l&s-tcHo-HE-e-G---Ht-- l:--i-e-u ~~
f:Qntr<iliiflto - fB-r impro. cmcnt-s--t-e---r--e-a-l-propcrt} .:l'.l;:uded by the--Ci ty of Corp1:lo ChriGti
do not[ qU.::llif-y--f-&F-- CJ{cmpti-Effi-5--e-f--&a-l-e-s-,~c, .:lnd Uoe T,::u{c::; unlcao thc Contr;lctor
;;-.:l:-cct3 to :Jper3tc-tHttleF---a~~d contract -a-s-tiefined --by- Section 3.291 of Chapter
~"i -T,:Ufi .".dmini::;tra-t-i-efl--&f----Titlc 31, Pub-lic Fin.:lnec of the TeH.:10 r.dminiotrati ':c Codc,
(F ::;uem othc~uleo or rcgul.:1t ioo::;.:1o ffi.:lY bc promulgatcd by the Comptrollcr of
f l:l-!+:l- i e. .".c C 0 U fi-E~~~
-:I I the ConH--r~+-e-e-t-s---- to opcr.:1teundcr a ::;cparated contr.::lct, he 3h;lll:
1,
Qbt.:U-H----tfie- nccc:J3ar-y-s-a+e-s-----~ permi t.:J-HBm---t---fte- State Comptroller.
IdcRtcify in the .::lPp~~-i-a-E-e--&f';lec on the "St.::ltcmcRt of H.::lteri.::llo .::lnd Othcr
GI:tar(~j'!----i-R--t-ft-e-~}G5-a-l form the cooto-- of m.::ltCFi.::llo phyoic.:1l1y incorpor.::ltcd
ifl-t--e- tc h<c' Pro j c .:>t:: .
3.
---~j4're{;-a--Je~.~H f-i-e-ate-s---t-&-,:;-upplic F-S--,--
4 . -------PiFQ-V-j,d€---Hte--- Ht:-y----w--l-t-fi-. cop i C ,; 0 f m.::l t-e--F-i-a1- --in-yO ice :J------E& 0 uba t.::ln t i a te------t-1Te
~7f*'+Ta t -va+tt-e- +*----ffk1t:-€-F-.htl-s.
H- t:-~--FaeffiF---eeeS--ftBt:-el-eet-----t~~__scpa r a teEi----eettt-r-ae-E-, --fie----mu G t p.::l Y
f-(H'--a---hl---Sai e-s-,--f~)f€4 Ere,-- un-t-l--u-s-e- T:mc::; -.::lpplic.::Jbl C to this Pr-oj cct.
S-HI~t-eF-5-a r--e------(' 1-:Hj-ffi+-e--ftrr-------s-a-1-e-s--Ea-* C lCcmpt ion::; ---i-f- .t-fl-e- aubcon t r .:leffir .::J 1::30
e-<eifflF:l-~-.i-H't--tRe---aoov-e-- rcq:]i reffiefl-ttr.---~__Gen-t-r-a€4::e_f muot iGGUC .::l rCG.::llc
€e-ft ~~, t {}--t he ::T-\:t-Been-1 r.::l eta r- aM the ::; u b CBH t---F-a€-t:B-F-,---l:-fl-- - t urn, i 0 ::; U C 0 .:1 r c .::;-a-:l-e-
Section 1'. - Sf'
(Revised 9/18/00)
Paoe g nf 74
........~. - "'
e+'T~lc"€-a-Ep t"B- ft.r-S .. 5+tpfT+ ~
A-26 Supplemental Insurance Requirements
For each lilSUr-3nCE coverage provided in accordance with Section B-6-11 of the
:ontr.ct, the Contractor shall obtai!] an endorsement to the applicable insurance
policy, siqned by the in~urel, Stiltlnq:
In the event (If can;ellation or material change that reduces or restricts the
insurclnce aff,)rded by this ':-overage part, each insurer covenants to mail
prio! wri t ten not ice of c~~c~~ll atlon or materi a~~ange to:
l, Name: City of Corpus Christi
Engineering ServJces Department
Atto: Contract Administrator
-,
L
Addres: P.O. Rox 9217
Corpus Christi, Texas 78469-92/7
3.
Number of days advance nOLice:
30
The Cootract or sha II provide to the Ci ty Engineer the signed endorsements, or
(;)pies thereof certified by the insurer, within thirty (30) calendar days after the
(i,Le the Ci ty Engineer re'luests thiJt the Contractor sign the Contract documents.
Wlthinthirty (30) calendar days after the date the City Engineer requests that the
Contractor sign the Contract documents, the Contractor shall provide the City
Engineer with a certificae of insurance certifying that the Contractor provides
wo rker' s compensation in-"urance coverage for a II employees of the Contractor
employed all the Proj c'ct d(scr ibed in the Contract.
For each insurance coverage provided in accordance with Section B-6-11 of the
Contract, the Contractor hall obtain an endorsement to the applicable insurance
po I icy, signed by the insUl er, staLing that the City is an additional insured under
the i nSliJrance pol icy. The Ci t Y need not be nc,med as additional insured on Worker's
Compensation COVpraqi'
For contractual lLabillty JflSUrance Coverage obtained in accordance with Section B-
6-11 (a) of the Contract, the Contractor shall obtain an endorsement to this
coverage stating:
COl1tractor agrees to Indemnify, save harmless and defend the City, its
agents, servants, and employees, and each of them against and hold it
an" them harmless from any Clnd 211] lawsuits, claims, demands,
Iiabi] ities, losses and expenses, lncluding court costs and attorneys'
fees, tor or on account of any lnjury to any person, or any death at any
ti.e resulting lrom sllch injury, or any damage to any property, which
may arIse or which may be alleged to have arisen out of or in connection
with the work covered by this Contract. The foregoing indemnity shall
apply (xcept if such njury, death or damage is caused directly by the
negligence or other fault of the City, its agents, servants, or
employeec' or any pers<'n indemn i fled hereunder,
A-27 Re1Ponsibility for Damage Claims
Paragrapb (a) General Liability of Section H 6-11 of the General Provisions is
amended to include;
Contractor must f)rovid,~ installation floater insurance coverage for the term
f the Contract up to and including the date the City finally accepts the
Pr'oject or wc'rk. Installation floater coverage must b(\ an "All Risk" form.
Contractor must pay a1! co:';ts necessary to procure such installation floater
insurance Coveraqe, 1 nc I udj nq iJllY deduct ible. The City must be named
3dditiona j insu red on lny po Ii cj c> provicii ng sllch i nSll ranee coverage.
Section A - SP
(Revised 9/18/00)
Pa(]f' JO of 7d
~......---
A~2., Considerations for Contract Award and Execution
1'0 alIa\-) the i::ity Engi'leer to determine that the bidder is able to perform its
,~ igaticn, under the pIoposed contract, then prior to award, the City Engineer may
Juire I hI dele r 1 () prc'Jide documentat j on concerning:
Wh!.ther 3ny liens have been filed against bidder for either failure to pay
for serVlces or m(lterial~ supplied against any of its projects begun within
the preceding two (2) ye~rs. The bidder shall specify the name and address
of th~ party holding the lien, the amount of the lien, the basis for the lien
eL'!!Ti, and the dar e of the reLease of the lien. If any such lien has not
beHI relpased, thE bidder she!! 1 state why the claim has not been paid; and
Whether ther0 are dny outstanding unpaid claims against bidder for services
or materials supplied which relate to any of its projects begun within the
preceding two (2) years. The bidder shall specify the name and address of
the claimant, the amount of the claim, the basis for the claim, and an
exp I anat Ion ,"hy the claim has not been paid.
;i(llder mdY al ~;o be rEquired to supply construction references and a financial
ltemen1, prepared no Later than ninety (90) days prior to the City Engineer's
qu.st, sjgned arId dated by the bidder'~ owner, president or other authorized
party, spec'ifying 311 Ci,rrent ~ssets and liabilities.
29, Contractor's Field Administration Staff
''''''''i.
\
)
, Ie Contractor shall employ for this Project, as its field administration staff,
supe.intendents and for~men who ,iIe careful and competent and acceptable to the
Ci ty EngineF'r.
[le driteria upon I,-ihich the City Engineer makes this determination may include the
f.;) ll<JWinq:
The superintendent must have at least five (5) years experience in the day-
to-day field manaqement dnd oversight of projects of a similar size and
complexity to this Project. This experience must include, but is not limited
to, scheduling of manpower and materials, structural steel erection, masonry,
safety, coordination of subcontractors, and familiarity with the
archi t ectural subm L ttal process, federal and state wage rate requirements,
and contract clos, -out procedures.
The foreman must
management of the
the Project is
superintendent
h Lve at Lea~;t five (5) years experience in oversight and
'..;ork of val'i OllS subcontractors and crafts. If the scope of
s\!ch that d foreman is not required, the Contractor's
sha 1 assume the responsibilities of a foreman.
cu~ntatjon corlCt~nllnq t.hese matters will be reviewed by the City Engineer. The
] tractor I s fie 1 d admi nist rat ion staff, and any subsequent substitutions or
'placements theret I), must be ,~pproved by the City Engineer in writing prior to
ch superirltendent o. f 'reman as:;urni ng responsibilities on the Project.
ch written apprOVed at fieLd administration staff is a prerequisite to the City
!,'ngin.er' obli<Jaticn La executf' a contract tor this Project. If such approval is
,ct olbtai;,ed, the cO'ward 'nay be rescinded. Further, such written approval is also
necessary prior to d chcl'1ge in field administration staff during the term of this
1fItract. ff thp ('ontr,'ctor fdils to obtain prior written approval of the City
2nq ineer '- oncer ni flq any :ubs ti t I1ti ons or replacements in its field adrninistra tion
taff tor this proj;:ct cil,ring the Term of the Contract, such a failure constitutes
i iJ a s i s t (' if1 nul t t Con' r act pur U d rd t 0 ~ c c t ion B - 7 - 1 3 .
A-30 ~ended "Consideration of Contract" Requirements
Section A - SP
(Revised 9/18/00)
Prlnp 11 nf ?d
.............-- -
Under "General Provisions and Requirements for Municipal Construction Contracts"
,;ectiion ~l--:J-l(::ons~deral~O!2.~C~ntrac~ add the followi ng text:
Wl thirn f ive (~)) workinq days following the public opening and reading of the
opCliSals the three (3) apparent lowest bidders (based on the Base Bid only) must
llbmit t., the City Engineer t,hf' following informCltion:
A lisl of the majo components of the work;
A 1, st of the product:'3 to be 1 ncorporated into the Project;
A schedule of values which specifies estImates of the cost for each major
component of the we rk;
A schedule of antic ipdted monthly payments for the Project duration.
The names and addresses of MB~ firms that will participate in the Contract,
along with a descr,ption of the work dnd dollar amount for each firm; and
SUbstantiation, eitller through approprIate certifications by federal agencies
or signed affidavits from the MBE firms, that such MBE firms meet the
guidelines containe,l herein. Similar substantiation will be required if the
Cont r actor is an HBE:. 1ft he responses do not clearly show that MBE
part I clpation ,....ill meet t he requirements above, the bidder must clearly
demonstrate, to the satisfaction of the City Engineer, that a good faith
effor t has, Lfl fact, been made to met't sai d requi I ements but that meeting
such rcqui cements i '; not u:asonably pass ib 1 t'.
A li t of :,ubcontrae tors that Wi U be \vorking on the Project. This list may
conLlin mace than Ole subcilntractor for major components of the work if the
Contractor ha~ not completed illS evaluation of which subcontractor will
perform the work.
The City Engineer n tains the] lyht to approve all subcontractors that will
I*rform work on the !)roject. The Contractor shall obtain written approval by
the City Engineer of all of its subcontractors prior to beginning work on the
Project. I f the Ci t l Enqineer does not approve all proposed SUbcontractors,
it may rescind the (Jntract award.
In the event that a .<iubcontractor previously] isted and approved is sought to
be substituted for OJ replaced during the term of the Contract, then the City
Etgineer retains the [ight to approve any substitute or replacement
s,bcontractor prior to its partlcipatioI1 in the Project. Such approval will
n~t be giVen if thE replacement of the subcontractor will result in an
increase in the Contract price Failure of the Contractor to comply with
this provis Lon .~onstJ tutes d bas i s upon which to annul the Contract pursuant
to Se(~tion B-7 L3;
A preliminary progre~s schedull~ IndicatIng relationships between the major
Calnponents of the work. The findl progress schedule must be submitted to the
City Enqinepr at- the pre ':ol1str\)(<t Lon c:<lflfercnce;
Documentation required pur ~"uallt to Uw Special
cOllcerni ng Cons idera tions for Contrd.:t At-lend
Contractor'8 Field Administratcon Staff
Provisions A-28
an-i Execution
and
and
A-29
the
9. Documentation a~ reqUired by Speclell Pruvision A 35-!<, if applicable.
10.
W~lhin five (5) days following bid opening, submit
information identifying type of entity and state, i.e"
sttte) Corporation or Partnership, and name(s) and Title(s)
authorized to execute contracts on behalf of said entity.
in letter form,
Texas (or other
of individual(s)
11. Documentation s!lIJwin, pr,JoJ (f Oisadv.Jntdiied nusi!('ss Enterprise (DEE)
re<ruirf>ment ,:ompi iane,
Section A - SP
(Revised 9/18/00)
Page 12 of 24
-~-
A-3l.~nded Policy on Extra Work and Change Orders
[lnde. ~General Provision~ and RequIrements for Municipal Construction Contracts~ B-
8~5 ~licy _~~~~xtr:<~ Wor~ and <::h~n(J~_ Orders the present text is deleted and replaced
k th the following:
Contrrll:tor acknowledges that the City has no obligation to pay for any extra
work for \"hich a change order has not been signed by the Director of
Engineering Services or his designee. The Contractor also acknowledges that
the CIty Engineer may authorize change orders which do not exceed $25,000.00.
The Contractor ackriowledges that any change orders in an amount in excess of
$25,000.00 must al 0 be approved by the City Council.
A-32 1Aaended "Execution of Contract" Requirements
i)nder "General Provision~; and Requirements for Municipal Construction Contracts" B-
.J ~j .ecution~~~S>.~trac~ add t he following:
--
The award of the Cuntract may be rescinded at any time prior to the date the
City Engineer delivers a contract to the Contractor which bears the
signatures of the ('ity Manager, City Secretary, and City Attorney, or their
author i zed designees. Contractor has no cause of action of any kind,
including for breach of contract, against the City, nor is the City obligated
to perform under the Contract, until the date the City Engineer delivers the
signed Contracts tu the Contractor.
A-33 ~Oftditions of Work
Each bidder must familidrize himsel f fully with the conditions relating to the
i'ompl~tion of the Proje,.:t. Failure to do so will not excuse a bidder of his
lbli<Jttion to carry out the provisions of this Contract. Contractor is reminded to
attenl the Pre-Bid Meeting referred to in Special Provision A-l.
A~34~r.cedence of Contract Documents
-
'n ca,e of conflict in the Contract documents, first precedence will be given to
addenla issued during the bidding phase of the Project, second precedence will be
Jiven to the Special Provisions, third precedence will be given to the construction
,1ans, fourth precedencE will be given to the Standard Specifications and the
eneral Provisions will be given last precedence. In the event of a conflict
etween dny of the Standard Specifications with any other referenced
;,pecitications, such as the Texas Department of Public Transportation Standard
Specifications for HighwdYs, Streets and Bridges, ASTM specifications, etc., the
} recedence will be given to addenda, Special Provisions and Supplemental Special
rovi$ions (Lf applLcable:, construction plans, referenced specifications, Standard
;)pecificatiof!s, and General Pro'jisions, in that order.
.....
?-35 'i"Y Water Facilities-;- Special RequiremeRts NOT USED
A.- ..J.I-is-i-t:-e-E-t4~-Faet:B-r-~Ht a+-i-en
-- ----...-- ------- --~ -- -
.-
I
-1
~-4=:B- ~rfftHtg_-w&r*-trt any CH:-Y----wfrt-er-f.J.ciJity, the Contractor, hi::;
subcont r.J.ctor::; .--a+tff---eaefi---ef--t:-he-i-r employees mu::;t h.:rvT on their pc roon a
vaHd---ea FEi--ee-t t-:i-f~y-i:-tttt 10 fte+rT*'ior--a-E-~ n c eat ---tl Vi::; i tor,' C on t r.J. c tor
&af€+y- -B-r +efit-ict-HBP. Pro lJ r -am----ee n d u c t e dby- -Efte- City W.J. t e r Dep.J. r tl'l'leftt.
Pe-:E-S-Onnel. /" 1J-i-.s-i.t:-Br/8)fl-F-F-aeE-EH' Safety Orientation rrogr::tffl \:il1 be
e-t-fercd hy-author~ zed-G-it,yWa-t:er-He~~pe-r::;onnel for thooe per::;on::;
wh~Bt-ha-\;c--5Uefl-a-ear4,--tifl4../ho dc::;ire to ~rffl .J.n} Hark '.Ii thin
an-Y-~.(,~tY-~ .fa€i+:i-tcy---~For--aOO-it+f)fta-l--:ift.fBFma-t:-ion rcfer to Attachment:
~.-
Section A ~ SP
(Revised 9/18/00)
Paae 13 of 24
c.........- _
&- Operaidon of City Owned EEfUipaent
'l'he~~acter-shaH-~-st;afto, 6J:lerate, or step aft} p......"., meter, 9.-a19Jc,
Cquipmen~-swHeh-, -breaJtcr , ~ ~ or any ether i tea related to Ci tl1
wa~~alit:y-. -ai;-~'-any---t:-ime-;--Al~l--st:J-eft-_.i ~must. be eper;-Jted by .::In
6j3e ra~E&E-- i7F-- ut.ftt:..'-r ~ ~,HJ~ ~Z€tt-ffi~ftttftee----emp 10 i e e 0 f th e C it y W 0. t c 10
~Pi}fEmefc~
~~~~~r QU;J.lity
'Ffte- C+t-y-ffH:t&t-de-t+ve.cf-waE€F- e.f---t!Hrtkct~Dli t:r to
h~T-;--'I'he Cont t=-a-et~f'- ~-Sfla+~f7!'eE€et--thc ~:li tx of
~~ -a-ft€i- ~ h o.ll~~ bJilia-t-e--i E5-- WB-f'*- '.: it h !:: A c C it)
~~--the-~--EfHa-l it-y -o{ -4:fte-wa-Fe-f~;;-
ito cHotom~:o ~~ ;~~
thc ~.:ttcr t
IV:ttcr Departmcnt t:-e
-~~y-.w.i-t-h--~NSF Stan~-f).l.
'"
A-1~1~- ~ ma-t:-eF-Mls- -- i+Fl4-~. ~~eft~---U~-_--Ht the rcp;-Jir, fC:tGGcmbly,
t rd#Sf3B-F~ crB.Bftr -- r-ec:i-tts trrl-J.-a4c-i-Ofl-;- -aR4--4-Rspe c t ion 0 f P l:lHlfl3 ,or 0. n y 0 t hc r-
1 tem:;, --wfl-if::fi-€Bl:t14-eeme~--ifH::.o-eeffi~--w.:i~fi-pot.::1ble \:.J. tcr, ffiHOt conform te
A:ftIe-r..h?tlft--Na-f:.-lcofhJ. t- S~hHt4a-rBS-I ftS4'+t-ute-l-Na-Fi-o n.::11 S:t nit:t t i G n F 0 l:l n d:t t i eft
+AN&f-,LN&R.s-t-andaFdfrl-a-s--El€&t-~Ht--~ St.::1nd;-Jrd .sPccific;-Jtiono.
~ueh matcrbal~ineluac all sOl?cRts, ele~~rs~ lah:er~;an:G:,
g:lGke to ,-thread ~:mp::d~ c~~ t1ngs, er hydFaW:1C ~..-4fle~-.
--se--items must not be uscd -less they eOftfo:a: :i:
ANS.J./NSF- ~Fd--6J.-and--unless sueh i tcms :lrc inspcc c~ __
~site hy--authorized ~Gi-ty- personnel innediately prier to
Use
'I'he-E(+ntr.J.ctor~ s-In'H-1--ft'J'o' ide Hlc Engincer ,lith eopicD of Ilritten PEOOf.
of .".n<: I /nSF-s.EaftE'tafB- 6-1-~'\h+l- -f.e.r---cH-1-~i:t1G \.hich could come into
c c n t a ,~ t--.w-i-t ~ft.l-e~Wtl.~
E, - '!!;J.ndlinq and Di5pe5al-~ &f:--.'!!Fash
AH-~EEdfrA-'Jeflc~ttt+'4- ~bY--<"e-4;~ter or his employeo., a~e:~~,. ~~
5-HbeBfl-t-r-ae-t-BrS, -ffltis-t--Be--con t:t Incd ;-J ~ ~~~ : IffiCG .::1t thc 1:03 ter f l~
s-iEe-,;- --B:l-Bwi-mr-{:~ra-Sh--Wi-l~-be----aHm:Cd. The Contr;-Jctor Gl'lo.ll kcep
W&F ~--aEe-a-s--'~3-fl--a-t: --a1-I- HifleS- T:H1G---f'effiBVe---a-lt-t r:) oh d:t i 1) .
COUTIP'..croR I S ON SITE PREPAR."...TION
F-c-- -WFt-t.-f-ae-tB F-' -t, --pe~ 1-- ffiU-St---we-.::t ~ :~: 0 red l:l n i form 0" C E :)11 Got A C r Uw n
or ;Jngc, bl ue,--eFwhi~~ ~-Eaeh- empl.ayec unifona must pre ,.ride eelDflaBy name
~ivi4ual-emp.~ ieientifica~
G-;- --(:-en-t-r-aetcf7r--;:;fl.a-:l+ -PfG-vi"Je--+elet;ftefte-:r--f-&r---GBfltr :tctor per::30nne I . Plant
~l~ are not available for Contracter U&e7
ch- ~ ~--ffHs4c ~ RBt --U~s E~-aR-y ~-{;+ t y--f a-e-il:-i+y -re-c-..:rE-F 0 omo. Con t r.:1 c l::-e-F-ffttTSt
~'BEle -ewfl---f;atHtaF-Y ---fa{:lc~ es_
H-.-- - -w&rJH REf~heHrT-W ~l.f--be :; ;-{J9-A~-t-B~_~P-.*, Nand:)) thru f'rid.:lY.
d-; ~ ---Al-l--Gefl+:F-Cte-I::-of---Ve+t:i{~ J:.es-ffil:tSt-be-f3tiHeEl-~-BeS:i-gn:) tcd oi tc, -tt&--EIe~ i gn:tted
By---G.it-Y~~-ffepi'~HciRent:m -sf:-a--f-f-.- A+l-~r-aete-r vehicleo ml:l3t bc cl-e-aF-l-y
ciabe+ed-w+-F.fl- eeHlprrfl-y ~'fraffi(: ;- -Ne--p0'~~~ _~~ycc 'Ie hi c I c S .::1 r c :)11 ewe6--a4::
Eh---N-;- -&~s -w.:tt-.e-r -'I'F(>'it-t~lan-t-;- Ml pcr~;Bflncl must be in compo.ny
vefl-~-€.s -:~f ~. -=weF'k ~.. ~EnH"S::;=eef;t+rret:-er_€ffiPleyee-s mu 0 t ~€- -t-fie
6es-i EfFht-t eEl-eel f&t:-r-B€ t~J onC1 Fed --fiB E- -Tlitfttie-F -t~fif~h- an y b u i 1 ~-Bt-fi€:E- t-fiaA
tG-E-~R~,,+!+H+e€l ~ WBFk~ ~()E d." .h-reeb,{J ftY~Ft-tT--W-ateF- Dcp,]rt-meFl-t-fr2-FSDR~ncl
Section A - SP
(Revised 9/18/00)
0....... rv,.... 7 /I
".........-
El-H~ eme rgcnC:'y-€v-ae~fh
~- Contr.:lctor Qualifi~i~!1'::; _____~<::ABA:-_(SlJl'ERVI~~OIW CONTROL 1'.ND DMA
~~~TIO~l
AH-y-we-rk--+~~~€-f b.:l.::;ed moni t()r~---an&-control OJ atom muat be
performee- only-bY---EfB-a+i-f-i-e-4--t-e-efift-i-ea-l---und .::;uper. i.:::;or) perDonnel, .:1'::;
tk:~i n e d by meeti-Rq---t-fle---qB-a-l i f i C.:l t ion ::;-+---t:-h r u 9 be 1 0\: . Th i 0 H 0 r Ie
~-s,--bl:t-t- ~-s--- ftBt,- -li-m:i t e d to, -fflEH3-l-4C-:i e.:l t i on s , .:Iddi t i on a , oh.:1 ngc G ,
s-e+e~ft-5,- - f-H-flt i s-ltifl-Eti --- ----:i-ns-t-a-!-!~,- - --€Bftf1 e c tin 9 , pre g r .:1mrni n 9 ,
eHS-E-eftti-r-:in-g,---e~'3-i-Ft'3-'- --+'-i'] 1 i b r.:l t i. fH.t,--~ -p-:l-ae..i-fl~ in 0 per .:I t ion .:111
A-ct t-Bwd-re---a+tEi-J-e-t - - 5B-f Lwtire---s pee4+i-eE.l-e-i"---T-eq&i t-eB by the G e .::; p e 0 i f i 0.:1 t ion.::; .
'F'ft€--t-efltF-a-ete-r- Hr-ftf5---s-t:tBeen tr.:wtOF---fl-F-Bpe-S-i-Aff-tO per form the SC!\D.'\ "or Jc
roo ~ --ab-l:-e- --t,+'6effiHftS-E-r-rttce- the f 0 11 Bw-iA"t~
.......
h -He--i-s-r~lr-+-Ye-Rg.:lged i n-t.h-e---computer b.:loed monitoring .:1nd
eBft~~em bu.::;ifte-s-s-,--j3-re-f-e-r-abl-y--as--a!"plied to the muniaip.:Il
wate-F--a-f~wa-te-r- --i-RQuotry.
..L ----He --fta-s--pe-r-f 0 rmc d - WBT *--Bfi ~ Y s tc m.:; o-f--.eBrnp.::l r llb 1 e s i z e , t) pc , .:In d
€B-!lIf*€*-i t:-y -ciS- -t'€-Eftr'i--re&---:i ~i-s -GBfit-rae-t- em .::I t 1 C.:10 t th r e cpr i 0 r
j3-F&~r.-
-1-. ---He--- fta-s--5een --aeti-ve:l-y-~i ll-t.he---t-ype-. of ',:orle Gpecified
fie r-e-i-fl.--f. G:F--a -t -l-ea-s E--3--yea-r-s-.
4-. ---He cffiplcys--a---Re(j-i-s-t-ered rrofe-s-s-iE7ft-a-}~ neer, .::I Control System.::;
&ngineeI, or .::In---E-l-e-ctrie.::ll Engittee-F---8::r-s-uper:ise or perform the
WUF-Ie requircd -f:ry-t-fi-:i-s speeifie.::ltiBfl-S-;-
',... -----He--- empl ,)YG pcr::;onncl on this I'roj cct -wfr& h.:l', e succeGofull)
completeEl--a mamH-a-e-tHFe:F-'-s-4-ra-:i~rse-- in configuring .:Ind
implemenE-4-Rq--t'-fte- ---s-peci fic comput:~ RTUE · s, ;:1nd Doft,lQre
proposed for the Contr;:1ct.
&.- ----He-ma4ftt-a-i-fts.-a f:*'-rt!ta-fl€-ftt-, fully--s-ta-f-f-e~j .:Ind eq1:lipped acr. ice
f.:leili t) \:i thin 4{f{f- ffiilc.::;~ the I'roj ect 3i te to ffi.:1in t;:1in,
repair, c;:11ibr.::lt€-j-.::Ind progr.:lm thc :JY:Jteffis opecificd hc:rein,
_H_--He- ---sfta-ll-fti-FRi--sft..- equipment \.:hicB----i-s- the product of one
fflUIlUf;:1ctl:H'e-E--Hr-tfte-ffi.:lHiffium pr.::lcticLll----€*tcnt. Whcre thiD ia not
j3-:Fa-eH-ea-:t-,---a-l-:I:- e qu i p ffie n t 0 f ---a-- 9 i ":c n - t-yp-e- '.I i 11 bet h e pro GU c t 0 f
&fie--ffIa:ftti- faett:t-re F-;-
h ,-----P-F-i-EH' pcrfonR.::Incc -a+.:- thc G-;--N-. Stc":cns W;:1ter Tre.:1tment I'l;:1nt
WH l---Be-1::l-frefi--Ht-ev~h --ton t r cl C t 0 F---B-F- 0 ub c on tr;:1 at or
{*'ogr.:1m:J -tfteftew-wQ+k- for thi.:J Project.
L,___ The Contractor-sfia-ll produce ;:11l-+illed out progr.::lmming block.::>
r~-i--r-ee- to :JhO',1 the progr;:1mming .::I:J Ae-eEie-d ;:md rcquired, to add
t-fl.e~tWft---s-yst-ems---tDH-thc eJ[iot~Ci t) SCAD.". system. .".tt;:1chcd i.::;
afi--~ t-e---of---t:-he - feEI~--- pro 9 r.Jff\ffi i n 9 b 1 0 c leG uh i ch the Ci t Y
re-qtl-i-:E-e-&-t-Er--be---f-:i-l-h-.d---:Ht---a-tKl gi .fcn t-H-the--Gity Engincer ,:ith .::Ill
~+aee-d-tH:ift<j-- t~ffiffiing ph.::lsc. The .::Itt.::lched shect i.::J
.:1n CJe ~ t-€--attB-+-s-tte tin t eftEief:i--t:-e----s-oow .::Ill 0 f th e r c qu ire d
5heet:--s-:---'t'fte--+~ Emt-r-ae+~)r 'il i Il-p-FBv-i-EI-e~1-l:::- fH() 9 r .::Iffiffi i R 9 b 1 0 ole GUS cd,
-'~
--'f-ren~reffl€ftt-s
-~._-----=-~~_::~__, m____ _~
AH- --t-r-e-fteh i n 9 f o-F-t-hi-&--j3--f:'-Bjee-to----a-t: +he--8-,--N~5t-e if e noW;:1 t e r T r e.:1 tmc n t
.pj-aHt--sfia-1-.J---.f:te-perfB.r.me4-~-ha€-k-hoe-__Bf -haoo-digging due to the
ffi:tfflBe-~-e-){iotiTlg un~mnd Ob.:Jtil:l-e-t-iens~Ne---Benching m;:1chiRco shull
be-a 11 m. c d--Bfl--+fte-~j€€'~
A-36 otter Submiftals
t.
Sht_J2.raWlcng SUl::Jffii ~ taj;, The Cont ractor .. sha 11 follO\-I t he procedure outl ined
be'0w when processlng ~hop DrawIng submIttals:
<I,
Quantity: Contr ICt
Clty Engineer or hj
r ::ha] 1 ~'ubmi t number requ i r eel by the City to the
designated repcescnldtive.
Section A - SF
(Revised 9/18/00)
Paqe 15 of 24
,....'"- -
h
f~efJroducibJ ( S'
]]'30 submit one
1n dddjllon to the required copies, the Contractor shall
(II reproducible transparency for all shop drawings.
C ,ubm i t tal ransmi l tal Forms: Contractor sha 11 use the Submi ttal
[~nsmittal Form attached at the end of this Section; and sequentially
number each transmittal form. Resubmittals must have the original
,uhmil1,1l nunber wlth dn alphabetic suffix. Contractor must identify
rw Contract or, t,he Subcontractor or supplier; pertinent Drawing sheet
and deta.lJ number(s), and spec.ification Section number, as appropriate,
n ("deh submittal form,
ontr dt tor'; Stdmp: Contractor must apply Contractor's stamp,
approprlatel( 5igned Ot initlaled, which certifies that review,
'ell! 1( atlon of Products required, field dimensions, adjacent
'ons t r uction wo rk, dnd coordinat i on of information, is all in accordance
'.;ith tt"Oc reqlirements {)f the Project dnd Contract documents.
:;chl::du l1ng: :ontractor must schedule the submittals to expedite the
Froject, and deliver to the City Engineer for approval, and coordinate
the submissirn of related items.
f. Marking: CJf1trdctol must mark each copy to identify applicable
product, models, options, and other data. Supplement manufacturers'
tandard date! to provide information unique to this Project.
g. VarlatiollS: Contractor must identify any proposed variations from the
l;ontract documents dnd any Product or system limitations which may be
jet r imentaJ tl ,suc:ccssfu I performance of the completed work.
Ie
Space Requirements: Contractor must provide adequate space
Contractor and Engineel review stamps on all submittal forms.
for
Hesubmittals: Contractor must revise and resubmit submittals as required
by City Enginper and clearly identify all changes made since previous
submi ttal.
j. Distribution: Contractor must distribute copies of reviewed submittals
to subcontractors and suppliers and instruct subcontractors and
suppliers to promptly report, thru Contractor, any inability to comply
with provisions.
$amples: The Contrdctor must submit samples of finishes from the full range
Gf manufacturers' standard coL(Jrs, textures, and patterns for City Engineer's
selection.
'!est ~n<:i_R'J?air ~Rep(Jr~
ifhen speci f ied in the Techni cal Speci ficat ions Section, Contractor must
S!llbmi t three (3) copies of all shop test data, and repair report, and all on-
$i te tes t data wi thi n the speed i ed time to the Ci ty Engineer for approval.
Otherw~i'~~ t}~~~ E~lat"~E:':quiE'~nt wi 11 }}<?!: b~ ~p.ero~ed for use on the project.
A37
nded "Arran ement and Char e for Water Furnished b
llLd",'r "Genera] Provisions and Requirements for Municipal Construction Contracts",
B- 6-15Ar!,a~Cjemef"!~~ld Chdrg~ for Wa ter~ur~i:3h~(~_~\I !c~Ci ty, add the following:
"The intI~ctcr rnu t cnmply '"nth the City or Corpus Christi's Water
(,~<:>nS€'r Vet! ion aiid Dr,)ught C(lIlt~ nqency Plan as amended (the "Plan") This
include:, irnpJernentin} water CUIJ:,ervalion measures e:,;tablished for changing
condil ions. The Clt Engineer ',Ill provide a copy of the Plan to Contractor
at thl' pre-':ons:rw'ticm mecctJnq, The Cnntractor will kE"ep a copy of the Plan
on th,' jroj.,~t ,it 'hro1JqhJIJt '-'llstructlon,"
Section A - SP
(Revised 9/18/00)
Paqe 16 of 24
, .......--
A-38
Covera e for Buildin or Construction Pro' ects for
Th,' requiu>ments of "Not: :e to Cont r:actors B'" are incorporated by reference in
t h] s Speci:d Prov i S 1 on.
A-39 tertif4ca~e of Occupancy ~nd Final Acceptance (NOT USED)
~.rRe' i$!E;uancc -~-n-ee~icatc B-E- occupancy ~ improvcments docs not conoti tutc
f t fl a lac cc rcrt-aft€e--o+- {.~mP-FO ~ 5-UftEle-~;e-tte--Fal---fl.f'B-V-i-s ion D 8 9.
,.....
A-40 ~ndment to Section B-8-6: Partial Estimates
-
Gr>neral Provisions and Requirements for Municipal Construction Contracts Section B-
6: Partial Estimates is amended to provide that approximate estimates from which
[drtial payment:~ wi 11 be calculated will not include the net invoice value of
accept.ble, non-per 1 shabh' mater ial s deli vel ed to the Project worksi te unless the
C mtractor provides the ( ity Engineer with documents, satisfactory to the City
Elqineer, that show that the material supplier has been paid for the materials
delivered to the ProJect ~orksite.
~
A-41 <;Itone Advisory
A Primin9 and hot--mix pavinq operations must not be conducted on days for which an
ozone advisory has been i~sued, 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 counted as a calendar day ,:lOd thc Cont~ '.:il1 bc Compenoatcd at thc unit
fHiee- lRdic-a-t:-e4-i:-&- the pFnpB-S-rli.
A-42 ~HA Rules & Regulations
It is the responsibi Lity of the Contractor (s) to adhere to all applicable OSHA
rules and regulations while performing any and all City-related projects and or
jobs,
A-43 ~nded Indemnification & Hold Harmless
'"
Under "'~€meral Provisions dnd Requirements for Municipal Construction Contracts" B-
~2-1H Ifem~ificati?n & Hold ~armless, text is deleted in its entirety and the
follow. g IS substItuted In lIeu thereof:
~
Tbe Contractor shall hold the City, its officials, employees, attorneys, and
atents harmless and shall indemnify the City, its officials, employees,
attorneys, and agents from any and all damages, injury or liability
whatsoever from an act or omission of the contractor, or any subcontractor,
sttPplier, materialman, or their officials, employees, agents, or consultants,
or any work done under the contract or in connection therewith by the
contractor, or dny subcontractor, suppl ler, materialman, or their officials,
elftploye('s, agents, o~ consuLtants.
The cuntractor shall hold the City, its officials, employees, attorneys, and
a<Jents harmless and shall j ndf?mni fy the City, its officials, employees,
attorneys, and agent s from any and all damages, injury, or liability
w~tsoever from a nc'gligent act or omission of the city, its officials,
eftll:>loyees, attorneys, and agents that directly or indirectly causes injury to
anc employee of the contractor, or any subcontractor, supplier or materialman.
A-44 C~nqe Orders
Should a change order(s) bE required by the engineer, C:ontrdctor shall furnish the
enqinee. a complete breakdo'dn a~3 to all prices charged for work of the change order
(ullj t Ilfrices, hourI y ral,os, sub-contractor I s costs and breakdowns, cost of
mat riats and ',quiprn('nt, I--idge rat es, .,le.). This breakdown information shall be
Section A - SP
(Revised 9/18/00)
Paoe 17 of 24
'.....-- --
c;ubmitt(Jd by contrdctor as d bdS]~: tor the price of the change order.
A-45' As-Built Dimensions and Drawings (7/'J/00)
(a
Contractor ~ohal j
constructed lnd
vey; ic ,H) '->f al i
make dppropr iate dai 1 y measurements of facilities
keep dccurate records of location (hori zontal and
fa'iJILles.
4
(t
Upon ccrnplet on
with on,' set of
dim,'ns ions arid
f ] n" 1 j liwin< '3
(jf edch f acil i ty, the Contractor shall furnish Owner
di n'et pr lnts, marked with red pencil, to show as-built
]ocatiun:, of all work constructed. As a minimum, the
lul ][lCLude the following:
( I ) 'Wt 1 z nt d; dnd ve ttical dimens ions dlJe to substitutions/field
'hanq' s.
'hangt SI fI e'lui pment and dimensions due to substitutions.
(3) "Name! late" oJata ;m all installed equlpment.
('1) )elet1,)ns. dddl~I')nS, and changes to ~3cope of work.
(')) '\ny at hel ,:h,lflge;; made.
A-46 Disposal of Highly Chlorinated water (//5/00)
)
I'he Contractor sha II be responsible for the disposal of water used for testing,
Jlsinlection and llne flushing in an approved manner. Contaminants in the water,
cntieulacly hiqh h~vels of chlctlne, will be used for disinfection, and may exceed
he permisslbl,- L lrnits lor discharqe into wetlands or environmentally sensitive
,ueas. Thes'~ ar,' rE']ulat"d by ll1lmerous agencies such as TCEQ, EPA, etc. It will be
the COntractor's responSibility to comply with the requirements of all regulatory
Igencies ]n the disposal of all water used in the project. The methods of disposal
shall be submitted to the City for approval. There shall be no separat~ pay for
oii spoSal () f highly:hlor i nated water. Cant ractor shall not use the City' s sanitary
sewer system for disposa of contarninated water.
A-47
re-Construction Ex
Excavations (7/5/00)
Pr lor to dOY constructiofl whatever on the project, Contractor shall excavate and
expose all existing pipelines of the project that cross WIthin 20-feet of proposed
pipeli!nes of the f'roject and Cont fdctor shall survey the exact vertical and
horizontal }()cat ion of e,ch cro:3sinq and potentially conflicting pipeline.
For eJlistlnq pipelines wilich parallel and are within ten feet (10') of proposed
pipelioes of the project, Contractor shall excavate dnd expose said exiting
pipelines at a maximum or 30Q-["et O.C. and Contractor shall survey the accurate
hor izootal cmd vert 1 ca 1 locations f said paralle 1 pipe1 ines at 300-feet maximum
0.('.
Cuntractor shall then pr,opare Cl report and submit it to the City for approval
indicating the Owner 01 pipelines excavated and surveyed, as well as the
approximate stat ion there(f, dist_anc(' to the pavement centerline and elevations of
the top of ex i st i nq pipe] ine~
Contr~or shall perform no construction work on the project until all exploratory
excavations have been made in their entirety, the results thereof reported to the
Enginetr and until Contractor receives Engineer's approval of report.
Expl()r~tor\
a~;sociated
e~; tab] ished
SUIvPywork
E"XCavdtu'ns sl all he !_'dLj for on d lump sum basis. Any pavement repair
\vith E'xf,lorat )ry '?x'~avdtions shall be paid for according to the
Ilnti i pr u:e of pavement patching. Contractor shall provide all his own
effort (:)0 sCI'arat pay) for exploratory excavations.
Section A - SP
(Revised 9/18/00)
Page 18 of 24
'--'-
A-48 Overhead Electrical Wires ( 1')/00)
':ontract(lr shaJ 1 comply ,...i th all OSHA safety requirements with regard to proximity
t canst ruction cguipm'>nt beneath overhead electrical wires. There are many
')vert)ead WIres cro~3sing the const ruction route and along the construction route.
':ootll'actor shall lIc;'" 211] due dilicjenc(', precautions, etc., to ensure that adequate
safety i provided for tll of hi:3 employees and operators of equipment and with
'(>qard t ,'nsurinlj thcJt no ddmcj(~,' to existing overhead electrical wires or
fdciliti "CCilr"
Contcact. r >hall (('OrdLlatc tll:; \.jork wi th AEP/CP&L and inform AEP/CP&L of his
Instruct lnn 5( 'hedul.e \oJ I th reqd ni to said overhead 1 ines.
lme overhead line~ dre shown 111 the construction plans, while others are not. It
sllall be the Contr~ctor's sole responsibility to provide for adequate safety with
'''qar'll to overhead 1 ine, whether '3hown in the plans or not.
A-49 ,Amended "Maintenance Guaranty" (8/24/00)
'Ider "General Prov:Lsion:; and Requirements for Municipal Construction Contracts",
8-~Ji<nflt_,,:n-"1!lc_e_ Guardn1:..Y, acid the following:
""""'*
"The Contractor's ,uarantee 1< a separate, additional remedy available to
benefit the City of Corpu~ Christi. Neither the guarantee nor expiration of
the guaranteF' per i od wi 11. operate to reduce, release, or relinquish any
rights or remedies Ivailable t(l the CIty of Corpus Christi for any claims or
cau,Cleo: 'If act i ,,)n aOdi nst 1 he Con tractor or any other individual or entity."
A - 5 Opewa ter inq
'he CGntrdctor ;;hali make all reasonable efforts to eliminate ponding of water from
,e j()bsite regardless of its SOurce. Within two (2) normal working hours of
;-;unding occurring, the CC"ltractor WIll begin dewatering procedures. All ponding of
depth greater than Yo lLch will be eliminated prior to the start of the following
ikday a fto r the :30uru' of the water has been terminated. Any day in which
'~at~rinQ does not occu ~ill not be considered a rain day.
A-51 Rain Delays
Contractor shal anti~ipate the following number of work days lost due to rain
det.ermining t,he contrdct schedule. A rain clay is defined as any day in which
'fie altOunt uf lain meaSUI ed by the National Weather Service at the Corpus Christi
j ntcrllationaJ Airport is 0.10 inch or great.er. No extension of time will be
considered unti 1 the exp'- cted number of rain days has been exceeded and the City
I nqineer hac, agreed that the StCltu~; of construction was such that there was an
inpact del rimental to th( construct ion schedule.
nuary 3 Days fJ!ay '1 Days September 4 Days
hruary 3 Days ,-'une ,1 Days October 4 Days
j Lch ) Days ,1 \11 Y ~ Days November 4 Days
! ~il Days l'ugusl '1 Days December 4 Days
A-52 .PBS Notice of Int~nt Submittal
ffle. Cajfitr.Je+e~-be--f:e-spofY...ri {}kLfB-F-fH3-E-'i:+Y+mJ--E-hc Ci ty for City :Jubmi tt31 of
NB+:-i ee\t-&f---BH:efl+-----fN(-+H- --:i:n --a-eeo+4ct n€€ -+1-:i-E-h- -Eft.v--ifBflme n t 31 . PT€l t c c t ion .". g en c J. ( E I\'\ )
Nationjll Poll ut.-lflt--I~ldrge E!-i:-m4-Act-to-Hm--5YfrEem (NPDES) - regul.::ltion:J, .::lnd the
Gf:H+5ull.::lnt BntJ+nee-r w-i-:l:l- t'jre-v-:Hje----a Chf+y-----e++ he N8J. {;.B-~ City Engineer.
The C41ntractor is responsible for filing a
Commistion on Environmental Quality (TCEQ)
Disch4ge Elimination System Permit (TDPES).
notice of intent wi th the Texas
and obtaining a Texas Pollution
The Contractor shall maintain a copy
Section A - SP
(Revised 9/18/001
Paqe 19 of 24
~/"~.....
of ('l'I?DES) permi t onsi te a t a~~ times during cons truction.
A-53 ,hysical Data
~
:,ubsurfacc' geotechn LCdl report:j are not a part of the Contract documents. Soils
investigation data is provided In the Appendix only for the information and
'onve,ience of the biddels. The City and Consulting Engineer disclaim any and all
responsibilit_y for the dCcuracy, cumpleteness, true location and extent of the
jei Is investiqatio/l ttat was prepared by others; and further disclaim
respoftsibiljty for the ilterpretat ion of that data by bidders.
A-54 'roject Record Documents
The CQntrdctor shall mai:ltain one set of drawings and specifications on which he
shall neatly keep a recarl of all changes as the job progresses. A separate set of
Contract documents, for 'his purpose only, shall be kept at the job site at all
times. These documents : haLi b,' kept up-to -date and reviewed and approved by the
c: i ty Engineer pr ior to approvd] .jf monthly proqress payments. The final set of Red
LIne Ilark-up drawinqs shill lA' siqned and .lated by the Contractor, and shall be
del ivered to the Clt y F:nq neer, pn ! to approval of tinal payment. (see SP A-45).
A-55 ~rors and Omissions
The Contractor shall carefully check the drawings and speclfications, and report to
the Consul t lng EngIneer any err()l~: or omissions discovered, whereupon full
irlstruction will be turnl;hecJ promptly by the Consulting Engineer.
A-56 ~finition of Engineer
,)
Under ~General Provisions and Requirements for Municipal Construction Contracts,N
B~~_} lefin~t:~on_ CJ_~ '~erfTl~' change the defi ni lion ot the te rm "Engineer" to read as
fo 11 OW$:
"Enginliir: The City's [) rector 01
(City ,'gineer).
Engineering Services or authorized designee
A-57 T~nch Safety
Th(~ Coatractor shal l full y dnd strictly comply with all requirements of the
OCcllpattonal Safety and He,llth Administration (OSHA) Manual, Chapter XVII, Subpart
p- EXCAVf.TION, TRI-:NCH I NG AND SHORING for all trenching and excavation operations,
and SPltcification Item SP-4, Worker Safety Requirements for Excavation and
Trenchiiag Operations_
If dept.s ot trenches are Incountered which are over five (5) feet, the Contractor
shall q~t the trench wall, to the ang1 e of repose of the soils encountered or
submit $horinq details to the City Engineer for approval.
If the Cant ractol' s proposed construction methods reguire the excavation of any
access pits, trenches, or other below ground operations, such work shall be in
compliance with all fHieral state and local requirements for trench excavation and
safety. All costs as~aciat'~d with meetIng these requirements shall be included in
thE' .Hnount !,jd for t/-,c" i ten, "Trench Safety" as shown in th,' proposal form.
A-58 Ai4Port Safety and Security
A-58.1 ffeneral
Airport ~afety anej securIt~ is ~ VItal part ot the Contractor's responsibilities
durlng tbe Course ot this fToject. Airport safety and security, nationwide, has
come undttr close scrut i ny ir the last few year,;. The following safety and security
qui dE' I i~s dnd the ru les JOd [equla t ions ot t he Corpus Christi International
Airport and the Federal Aviation ^drnl!listraLi~Jn (FAA) shaLl be followed by the
Con tractor ,llld 'he Cont f actor'.; CHIp] oyec,; , subcontractors, suppl iers and
representati \1e'; a1 al i tIme, du! ille, I he C'xecut i on of this project. The Contractor
shall be'<:iirect J y respons i b].' for any and all fines or penal ties levied against the
Airport is a result of any iTeach f s0('\)rity jnd safety caused by the Contractor
Section A - SF
(Revised 9/18/00)
Page 20 of 24
~^"......'
or the Cont rdct or',' empl. lyees, subcontractors, suppliers or representatives.
A-58.' Airport Operations Area (AOA)
The Airport Opcratlc.ns A ea (AOA) shall be defined as any portion of the Airport
orope1:ty normally secured against unauthorized entry. The AOA includes all areas
specifically reserved for the operations of dircraft and aircraft support equipment
,llld ~rsonneJ. General y, the l\.OA is defined by the Airport's outer security
fencing and ether sccuri y meaSJres'll the Airport's terminal building.
A-58.
ort Safet
irements and Restrictions
~"
The QperaLrons of cJl] equIpment, mobil.' or stationary, required for the
constx:uct! un of t hi s pr oject, incl uding, but not restricted to construction
cquipQJent, delivered material, visi tors, sales representatives, etc., shall be
Cjoverf1€d by the [0] Lawinr; regulations while operating within the landing areas or
apron ared at COrplj~; Chrlsti International Airport. The term landing areas is
defined a~c CJ 11 runwlYs cud taxi'..Jays, plus 250 feet on either side of runways and
}IS feet (if! ither3ide et taxiway:, dnd a distance of 500 feet at the ends of all
J unway-s, and also i fl'~ ludE" the apron drea.
A'c
The Cont [actor :,hall ~;ubml t p] ans to the Ai rport Operations Manager on how to
comply with the safeLy plan included in the Appendix of this document. These plans
f'ust be approved by the Airport Operations Manager prior to issuance of a Notice to
r roceed. ThIS safel y plan was developed in accordance with Advisory Circular No.
] SO/5370-2r:, "Oy)erational Safety on Airports During Construction".
\toM
2, The C(Jntract~or .';hatl be required to eqUIp vehicles used by the superintendent
and/or foreman on the project with a radio receiver/transmitter(s) for maintaining
direct communication with the FAA Ai r Traffic Control Tower (ATCT) at Corpus
On isti International Airport. Communication will be required at a frequency of
121.9 MHz. Ground control radio contact shall be required when construction
operations are in the vici:lity of, or when crossing any active runway, or apron, or
as directed by the Operations /vlanager. The Contractor shall have an adequate
number of radios to maint,in communication in all areas of work. The Contractor
and all personnel that WIll be working within the AOA shall complete the City's
t iaini-.g course on ':ommUfllcat ions, safety, etc. The Contractor shall assign a
m nimu. of two peoplE to lssist in traffic coordination during construction work
wLthin the AOA. All vehicles on active taxiways and aprons must be escorted by
badged Contractor personnt-l with Contractor radio and ATCT ground control radio.
Contractor shall be required to provide the cellular telephone number to the City
Sngineer, Airport Operatie'ns Manager and Airport Engineer.
3, Th& Contr actor shall perform al.! threshold relocations, miscellaneous pavement
markin<;i and barLicadlnq in accordance with the attached FAA Advisory Circulars and
Orders.
4. Wo("k areas wi thi!l the Landing area, which are hazardous to aircraft, shall be
outli nep by Yf:"llow f jags eluring the ddY and by battery-operated flasher-type red
lights at nlght, except nr flashers shall be placed which might cause confusion
between the runway 11 qhts and the f I a~-;her placement. Flags and battery-operated
red li~ts shall be maintained on all self-propelled equipment at all times during
con~itruction. l\ny equipIrt'~nt not ,=omplyi ng wi th these specifications will be
~;uhlcct to removal :~l()m tt":.. job.
[OJ. 1\11 Contractur':; eqlJipmeIlt and vehicles \'Jorking in the landing areas and/or
restricted area whcth('r night or day, shall be marked with ~international orange
and white checkered flags, -, The Cont ractor wi I 1 be required to keep a stock of
[llgs an hand for J.c;suan"e to vehicle operators, Equipment shall not remain
undttended It any time during construct ion. AIIY equipment not complying with these
sp,'citiCatiun: will be sulJlect to removal from the iob.
6. I\ll VE'hie]es, cquipmf'nt,
construction purpos('~, wi] 1 be
materials,
restricted
eic, ,
from
not actually being
the ] anding areas and
used for
shall be
Sect ion Ii - SP
(Revised 9/18/00)
Page 21 of 24
.~ -
placed 'J r pa eked in a i eas de:; 1 gna ted by l\i rport personnel.
Matenal del lveri>'s will be qricLly contr'olled. No deliveries shall be made
without pr 10) lrl';lruct Jon by the ('ontractor' s representative.
8. No equipment will be operated nor WJ 1 1 be permitted to cross-existing paved
areas unless the l'quir:'rnent is pneumatic-t ired, or until special means approved by
the Ci t have been pro\7icied to prnt ect the pavement.
The Con t r act(,)
constructIon ar(Od
lights nel shal j t'e
shaLL provide barricades to restrict access from taxiways to the
Th bar r Icaele signs :;hall each be equipped with two flashing
seureJy fastened to the pavement.
10. Any employee It tie Contractor not considered by the City to be in suitable
physical ,-ondition tor the perEonnance of this work will be promptly removed from
Corpus Christi lnterna ional Airport by the Aviation Department of Public Safety
and will not be ai lowed to work on the project again.
11. Open trenches, excavatic>n dnd stockpiled material will normally not be
pE'rlllittf'd lrJithin 250 01 the Cf~nU~r line of active runways at air carrier airports
and for r'unways hdvinq precisi()!] instrument approach. Any open trenches within the
'JO-foot ] imi I Sh,lll bE Coven d '.vi t h steel plates capable of carrying air carrier
traffic. The location of any stockpile material shall be coordinated with and
approved by Allport, Operatio[].<
12. Flare pot.'; wilj not be permittf>d tor temporary light.ing of pavement areas or to
denote construct f.n ] imits,
lj. Con~truction equlpment shall not exceed a height of 150 feet above the airport
surface. Any equipment exceeding ~ height of 15 feet shall be observation-marked
and lighted at night, lnci whE'1l not in use, lowered to its stowed height. No
separate payment shall be madE for the work included in the cost of the various
contract items.
I'he City will furnish I Safet y Representative to insure that the Contractor's
persQOnel and those oper lting the Contractor's vehicles, including those delivering
materials, are at ,,11 times conformlng to the requirements of these specifications.
Eefer to the attached FA,A Advisory Circular 150/5370-2E and FAA Order SW 5200.5B
for further intormdtion on Airport safety.
A-S8.. Airport Security Requirements
Contractors involved in (onstruction as described in these specifications and plans
wi 11 be required to foJ low the rnocedures Ii sted below for security clearance
during- construction.
< . A prc'const ruct ion c, ,nferenc(! wi 1 I be required with the Operations Manager, the
Project Manager, the Eng~neer, and all Contractors involved. This meeting will be
<;cheduled following the lward of contract.
Contractors will be required r- provlde the following information to the
Operations Manaqer. Thi'; i nformati on is required for a seeuri ty clearance check
only.
1. Llst employef who,;Jt ,mE: time or dnother, will be working on the job
S i tF' .
2. Texns Dr iver' L:cense numbers of those same employees, date of birth
and raCe.
3. Li.st of vehiCLes dnd thcir respective license plates, which may be used
on the ob sjte.
AllY contI] (t
Contractor to
Tne seCULlt y precaut ons Ire ,jn r'Al\ requirement to the operation of the Airport.
arld!u' prot.lem:.; 111 t 1)(
the OpfC'rat ons fvlandger
drea uf securIty should be relayed by the
All efforts will be made by the airport
Section A - SF
(Revised 9/18/00)
Page 22 of 24
--~,..~-
staff to permit constrUttion and ~ecurity work in harmony.
Samples f forms for sec~rity badges, background checks, letters of authorization,
alee included lor your fam i 1 iar i ty. They follow FAA Advisory Circulars on
i\lrport :3afety. The Ai rport reserves the right to limit the number of badges
issu~ to Contractur personnel
See ~Attachment 2" following thi:: section, which will take precedent over other
special provislons in event of conflict, f,)( additional requirements:
· Fede fa 11y Requ ired ,anqudge
· CCrA Background Ver fication Farms
· FAA !JRDER SW :)200..5[\ l\i rpor t Safety Our i ng FAA- Funded Airport Construction
and F'AA Facll i Lies Maintcnancf'
· FAA j\dvisory Circular 1.50/')]70-2E Operational Safety on Airports During
Construction
Corpu. Christi International Airport Visitor/Contractor On-Site Permit information
is al.o included in the Appendix.
..
Section A - SP
(Revised 9/18/00)
Page 23 of 24
, " .........- "
SUBMITTAL TRANSMITTAL FORM
PROIEcT: CORPUS CHRISTI INTERNATIONAL AIRPORT RUNWAy 17/35
IMPROVEMENTS, SHOULDERS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMENTS PHASE 4 & CCIA APRON PHASE 2
WESTSIDE (PARKING); PROJECT No. 10001 & 1097
o~: CJTY OF CURPUS CHRISTI
_. .-....- -- ~~. -.--.-- '-- ---.---
ENGltmER: PC;AL
----_.- ---- '.-..-. ..----
CONSAcTOR:
-- ------- ---------
"~
SumtlTTAL DATE:
SUBMITTAL NUMBER:
..
APPLlCABLE SPECIFICATION
OR DRAWING
SUBMITTAL
....
---------- ,-
}
/
....,
.."
-----.-....--
""!!
-"
--------.-
Section A - SF
(Revised 9/18/00)
l'rJop :/4 nf ?L1
.~-
-
PART C
FEDERAL WAGE RATES AND
REQUIREMENTS
....
-
,,.
-
~
......... "c'"_ .._'_''''''''''''~ _,~_.~,''''''''''''''' _;...,,,,._,..,., ......_._""'. ~
~_.,......__.....'--., "'--'-' .,-,"">"""".,,,. .,,;.....--..-..-;-.-..-- _._---- .,.----- -.....~
;en ! Ii Dec1 1
Numb, I
TX:J30Lc2 U2 L, .2005 TXl ~?;;
Page I of3
~;tat( Texas
Con:t tuction Type~;: Heavy and Highway
COUiities: NUEcce~;, San patri io dnd Victoria Counties in Texas.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building
structures ill rest area projects & railroad construction;
bascule, suspension & spandrel arch bridges designed for
commercial navigation, bridges involvinq marine construction;
and other major bridges)
Modification Number
Pubtication Date
01/28/2005
0.2/18/2005
02/25/2005
A: phalt Distributor Operat:or... $
A:phalt paving machine operatorS
A:.phalt Raker... .....$
Bulldo:ler operator.. .$
Cill'penter. . . . . . . . . $
'(.ncre1ll.e Fi nishe r, Paving ..... $
ncrete Finisher, Structures..$
,.'uncrete Rubber. . . . . . $
Crane, Clamshell, Backhoe
Derricki, Dragline, Shovel
Operator.. .....$
F.i agger. . . . . . $
Form Builder/Setter, Structures$
Fe,rm S$:. ter, Paving & Curl;.. . . . $
mdation Drill Operator,
lck Mounted... ...$
loot Jilrld Loader Operator ..$
Laborer, common. . . $
(,cborer, Ut i J ity . . . $
M( chanic. . . . . . . . $
Mc!or Glt-ader Operator, pine
Gr ade . . . . . . . $ 13. 78
Motor all"ader Operator, Rough... $ 15.00
Pipela~r.. .$ 9.00
fL. i ler Operator, Pneumatic.
Self prppelled..
Roller Operator, Steel Wheel,
'''I at W~el/Tamping..
;':C j i er Operator, Stee I Wheel,
Plant Mix Pavement
:c i aper Operator.
SeLvice:J'. . "
StructUit"al Steel Worker..
Truck dtiver, lowboy Float
['ruck driver, Single Axle,
Heavy. . . . . .
Truck driver, Single Axle,
LieJlll: .
Truck Driver, Tandem l\xle.
Sent i Trai leI
Weider.. .
f)
SU'o X? 005. 007 I 1/09/2004
,.....
'..
1".
Rates
Fringes
12.42
11.57
9.36
10.90
10.71
12.18
11.16
10.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.55
7.17
11.47
9.65
0.00
0.00
0.00
0.-00
15.32
10.05
8.35
9.09
13.17
0.00
0.00
0.00
0.00
0.00
0.00
0.60
0.00
$ 8 57
$ 8 5'1
$ 9 .11')
$ 9 6"'
$ 10 7 :,
$ 14 .00
$ 14 Pi
$ 11 VI
$ 9 oe!
$ 9 39
$ 1 8 00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
http://www..dol.gov/wdollscafiles/davishaconJTX I 22.dvb
..~~.
5/112006
,'lurk Zon. heirl tCdCk ~:er iCE
t;: } en
Page 2 of3
0.00
WELDERS Receive rate prpscribed for craft performing
operation to which weldinq is incidental.
----- ---------- -----.-------- ------------.-
~._-~-- --------_.- -_._~.-.._-.._-_.- '.----.-.-- '--
- -- -- -- -- - _.. -- ~- --
-.- -- -. -- '- - - -- -- -
Unllsted classiflcatIons needed for \'\Iork not included within
the scope ()f the classifications listed may be added after
award Oflly 'lS provided in the labor standards contract clauses
(29CFR 5, 5 a) ( 1) ( i L) ) .
In the listIng above the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initJal decision in the matter? This can
be:
*
an e:x;isting published wage determination
a survey underlying a wage determination
a Wa<:JJ! and Hour Division letter setting forth a position on
a wa~ determination matter
a coniformance (additional classification and rate) ruling
"
*
On survey related matters, initial contact, including requests
for sum~ries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis Ba~on survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3,) IIhould be followed.
with regolfrd to any other matter not yet ripe for the formal
process 4escribed here, initial contact should be with the
Hranch of Construction Wage Determinations, Write to:
Branch of Constructic>Tl Wage Determinations
Wage and Hour Divisicn
U.S. Department of Labor
200 Consti.tution Avenue, N.W
Washington, DC 202JO
2.) [f th. answer to the question in 1.) i.s ye~;, then an
interestell party (those affected by the action) can request
review anll reconsiderat i on f f'om the Wage and Hour Adm inistrator
(See 29 CPR Part 1.8 and 29 ('FR Part 7) Write to:
Wage and Hour Administ rator
U,S. Department of Lahor
http://www.\Vtiol.gov/wdoVscafiles/davisbacon/TX 122.dvb
,,/1 /') nor.
---
200 'onst\ tut t )n A' :nue N \-1/
J'age J ot 3
Washington, DC 202]0
ThE' request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
ete ) that the requestor clDsiders relevant to the issue.
....
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board) Write to:
Administrative Review Board
-
U.S. Department of Labor
200 Constitution Av,coue, N.W.
Washington, DC 20210
- 4.) All decisions by the Administrative Review Board are final.
---------------------- -------------------------------------
------.-----.--------- ---------------------------------------
END OF GENERAL DECISION
"'"
-
:~"'"
http:lh\/I,,\w."'dol.gov/wdol/scafiles/davisbaconlTX122.dvb
5/1/2006
--...,.~
._ _ ,_,__. '__.n
AGREEMENT
THE .AI'E OF TEXAS S
colJNla OF NUECES S
THIS AGREEMENT is entered into this 29TH day of AUGUST, 2006, by and
between the CITY OF CORPUS CHRISTI of the County of Nueces, State of
Texas, acting through its duly authorized City Manager, termed in the
Contract Documents as "City," and Berry Contractina. LP dba Bav. Ltd.
termElid in the Contract Documents as "Contractor, II upon these terms,
perf~ble in Nueces County, Texas:
""'''*
In consideration of the payment of $9.678.590.40 by City and other
obligations of City as set out herein, Contractor will construct and
compl~te certain improvements described as follows:
,~
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNW* 17/35 DlPR~S, SHOULDERS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRPIELJ) DRAINAGE IMPROVZMBN'l'S, PHASE 4 it
CCIA APRON PHASE 2 WESTSIDE (PARKING) - PROJECT NO. 1097
(TOTAL BASE BID + ADD.ALTS.#1,#2,#3: $9,678,590.40)
.....
according to the attached Plans and Specifications in a good and
....
workIlanlike manner for the prices and conditions set out in their
attadhed bid proposal supplying at their expense such materials,
services! labor and insurance as required by the attached Contract
DocUlllents, including overseeing the entire job. The Contract Documents
include this Agreement, the bid proposal and instructions, plans and
"~"
specifications,
including all maps,
plats, blueprints, and other
drawmgs, the Performance and Payment bonds, addenda, and related
doc~nts all of which constitute the contract for this project and are
made a part hereof.
Agreement
Page 1 of 2
~
. .......- -
PRO P 0 S A L
FOR M
"
~.
FOR
-
'"*
....
..
CORPUS CHRISTI INTERNATIONAL AIRPOR-T
RUNWAY 17/35 IMPROVEMENTS, SHOULDERS,
LIGHTING, BLAST PADS I SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMENTS (PHASE 4)
&:
cerA APRON PHASE 2 WESTSIDE (PARKING)
1~
...
DEPARTMENT OF ENGINEERING SERVICES
~.:ioc.
CI1Y OF CORPUS CHRISTI, TEXAS
REVISED
PROPOSAL FORM
?AGE 1 OF 2,
ADDENDUM NO. 8
ATTACHMENT NO. 12
="~''''~., 'P"'" ...-.....=-, -.',",,,,,"
("
LV
(?().I-'(
PRO p 0 S A L
Place: COl'f'-'s C.h('~$~:)""l(.
Date: 1- 2. % - 01.0
~
Prapo$al of~~'rl Co"'\-W-Ot-t\f)) Ll b~A
~Q,i L~cl.
a Corporation organized and existing under the laws of the
State of
_.,._--_._.~--_._~._--
...
OR
a
Partnership
or
Individual
doing
business
as
-'--"'~--~- -"--_._-~ ---_. --_.-
----~.. ...---..----...--...-..-..-----
~ TO: ~ke City of Corpus Christi, Texas
Gentleflen-
r""*'
The lmdersi~]ned hereby proposes to furnish all labor and
materials, tools, and necessary equipment J and to perform the work
required foY:
CORPUS CHRISTI INTERNATIONAL AIRPORT
RUNWAY 17/35 IMPRO'VEMBNTS, SHOULDERS,
LIGHTING, BLAST PADS I SIGnGE .AND
AIRFIELD DRAINAGE IMPROVEMENTS (PHASE 4)
& cerA ARPON PHASE 2 WEBTSIDE (PARKING)
...
at the locatloDS set out by the plans and specifications and in strict
;w
accordal1ce with the contract documents for the following prices, to-wit:
REVISED
DROPOSAL FORM
PA(~F: 2 np .,
ADDENDUM NO. 8
ATTACHMENT NO. 12
~-
CQRPUS CHRISTI INTERNATIONAL AIRPORT
R'UNJfAY 17/35 IMPliOVBM!:NTS, SHOULDERS,
LIGHTING, BLAST PADS, SIGNAGE AND
M:UIEL.D DJUJNAGK IHPR.O'1EMENTS(PElt-SE 4) & CCIA APRON PHASE .2 WESTSIDE {PARlCINGJ
BASB BID
RUNWAY 17-35 IMPROVEMENTS, SHOULDERS, LIGHTI~G, BLAST PADS, SIGNAGE .~D
,.. AIRFI. DRAINAGE IMPROVBM1!:NTs PHASB <1
.
(CITY IROJ NO. 1-0001)
;t' II In IV v
I~ QTY " DNIT Description Unit pric~ T.otal
G-300
50 Install Lighted Cones (Furnished
1 by Airport) IhSo S?'2.S.04>
j!:A C~lete and in pl~ce per EA
G-300
2 10 Furnisb and Install Lighted Cones 1~,Oo $ I q (). 00
EA ,cOmplete and in place per EA
G-'30()
90 lnst:all Multi-Barrier Barricades \~. 0 0
3 CFunished by Airport} \ \70
s .00
n :Colllplete and in Place per EA
G-J'OO
20 Furnish and Install Multi-Barrier 'J"30..o0 $(p(,OQ.O~
4 Barricades
--
EA CQJDplete and in place per EA
G-30&
Install. Maintain, Relocate,
ReDlOVe and Salvage Lighted Closed
5 1
Runway Markers (Furnished by
Airport) 71..00.01 $1<"00.00
--
LS ~lete and in place per LS
iG-500 l'~ .000'00
6 1 MQbilization (Base Bid) $ 21 'J 0'0'00
LS COlIIplete and in place per LS
0-600
7 1 Haul Roads ~ O,)()OO. 0 J) $SQ,ooP. 00
La COIIl.l'l,ete and in place per LS
0-7-00
e 488 R8JlIOve 36" CMP Culvert 1'2...._o~ $5 as '" . 0 0
LJ' eariplete and in place per LF
G-700
9 488 ReIIlOve 4a" OW Culvert IS. 00 $732.0.00
---
I,F Cqmpleta and in place per LF
G-70f)
10 721 ReInove 22" x 13" CMPA CUlvert II. 00 $79~I.DO
--..---------
LF Complete and in place per LF
G-7IJil 9.00 .$ fo 'i- 35.00
11 715 Remove 29" x l8~ CMPA Culvert
--.--
LF CODIplete and in place per LF
G-700
12 520 :Re:raove 36" x 22" CMPA Culvert -=, ~~--- $ Ltq\fO.OO
LF Complete and in place per LF
G-700
13 2,320 Remove 58" x 36" CMPA Culvert \ s. 00 $:'~ <l "0.1;)0
-- -~--
LF Complete and in place per r,F
-;,
,...
-
REVISED
PROPOSAL FORM
Page 3 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
......--
. RUNWA~ 17-37 IMPROVEMENTS, SHOULDERS, L,IGHTING, BLAST PADS, SIGNAGE AND
AIRFI" DaAINAGE IMPR,OVl;:MENTS PHASE 4
,-
(CITY ~ ~O. lOOOl.L
X ;II III IV V
n" QTY lr. UNIT Description unit Price '.l'ol;al
. 0-700
14 105 Grciu t Fill and Abandon 29" x lS"
CMPA Culvert (p O. 00 $<O~()O.OO
LF Complete and in placE! per LF
G-700
15 560 R~e 8" Sanitary Force Main \'.00 $ q 5'"1. 0.00
LF Complete and in placE! ~r LF
. G-700
16 80 Remove Reinforced Concrete
PaveJltent (Drainage << Slope) 2L 0 c> sl<.'ao.Oo
BY Co.IIlpl e t!3 and in place per BY
G-700
17 5 RElI!IOve Concrete Inlet Structure lie> " 0.00 $1rOOO.O.o
KA CQuple te and in place per EA
0-'700
18 200 Remove Chain Link Fence and
Foundations 12..50 $ ).500. 00
LV C'ODI}?lete and in place per LP
G-100
19 636 Remove 24" CMP Culvert 10.00 $63~o.00
LF C~lete and in place per LP
G-700
20 530 Jtemove 3D" CMP Culvert L~~ $ SJo 0.00
LF COIIWlete and in pl~ce per LF
p-loi
1,253 Remove Pavemen t (Aspha It) (Runway)
21 (1lpp:lt 1511) 11.30 $~.)~\~:tO
sy C~:tete and in place per BY
p-1Dl
22 566 Remove Pavettlen t (J\.sphalt)
(Taxiway) (Appx 12-) H,So $ ~.soq.oo
--
Sy CGWlplete and i:o. place per BY
P-1Ol
Remove PaveDlent (J\.$phalt) (Runway
23 524 Edges near Thresholds) (approx. l4-. 0 0
2" ) -- ,$ l.oClj~. 00
Sy Complete iUld in place per Sy
P-IOl
24 l,50Q sawcu t Pavement (Asphalt) ). <&0 ,$ ~1oo.oo
LF CmDplete iUld in place per LF
P-IOl
25 10,000 Jeint and Crack Preparation I. So $ I SJOOO. 00
-...-..----
LV COl1!Plete and in place per LF
P-I0l
26 101,334 Cold Planing Asphalt Pavement
Runway (Stockpile On Site) \. $ 0 $\~2.001.DO
--- --.;...::--
BY Complete and in place per Sy
P-iOl
Cold Planing Asphalt Pavement
27 11,573 Taxiway &. Blast Pads (Stockpile On
Si tel '.4:0 $15-~ 02~:2.o
--
SY Complete and in place per Sy
P-152
28 4,012 unclassified Excavation ~.S~ $") ~ It~. 0 0
Complete and in place per J
CY Cy
...
:!lt~",
~
....
flEVISED
PHOPOSAlFORM
Page 4 of 71
ADDENDUM NO B
ATTACHMENT NO. 12
,-- ,.......""'.......
RUNWAX 17-35 IMPROVEMENTS, SHOULDERS, LIGHTING, BLAST PADS, SIGNAGR AND
AIRFr"O DRAINAGE IMPROVEMENTS PHASE 4
(Cln_OJ .NO. 10(01)
~. !;t III :ry V
I QTr 60 UNI'l' De~cxip.tion Unit Pricre Total
P-152
2J 19,136 Drainage Excavation 17. 00 $ Jl.S ~ 12.00
Complete and J
CY in place per CY
P-152
30 2,671 .KllIbanQlen t in Place 10.00 $1<..110.00
CY C'OIllp1et;e and in place Per IT J
P-153
n 1,131 Controlled Low Strength Material 11..0.00 $ , 35' .1'2..0.00
Complete and in place per .J
CY CY
P-155
32 440 Lime (8% by dry weight) 11.0'00 $S~.J~<)O.oo
TON C~lete and in place per TON
P-155
33 32,611 Lime-Treated Subgrade (6- ) 1.20 $ 3~.t33.2.D
CQ.IlIPlet;e and in place J
Sy per SY
P-1S6
34 360 Temporary Silt Fence ~.QO $ 2l \,. 0..00
LF Conplete and in place per LF
P-155
35 4 TexrrpOrary Rock Filter Dam \SOO.OO $ (..OO()'OQ
EA CC>:Illplete and in place per EA
P-2D.9
36 1,007 Crushed Aggregate Base Course \ )7. 00 $ t ")? ctS"'l.oo
CWllPlete J
CY and in place per CY
P-401
37 23,995 aitttminOUB Surface Course '??S.OO $~-:r-~~" Q
---_.~
TON COl!lP1ete and in place per TON
~-401
38 22,589 MaJd.mum ~ODUS for Bituminous
Surface Course (6%) S.IO $ \ lS .2o~.~o
TON Complete and in place per TON
For Bidding purpoS&$ onJ.y. The
bidder is required to bid this
item calculated as 6% of the unit
price for item 37.
P-401
39 87,823 Surface Grooving 1..00 $ \15 .l.\4.~.,O
Runway Transverse
~- -
SY Complete and in place per BY
P-602
40 8,703 Bituminous Prime COat 3.2.0 $ 2."7.... y 't~. <..0
----
GAL CODlJ>lete and in place P'i':t' GAL
P-6()3 ~.aO
11 10,402 Bituminous Tack Coat $ 3~:J-SV." 0
-----
GAL Complete and in place per GAL
P-620
42 102.74J iunway and Taxiway Painting $ (.. fo ;7 8l. '-=-5
(White) (Reflecti Ita) Q!_"5 __
Complete and in place ,
SF per SF
p- 620
43 2,576 Runway and Taxiway Painting $-L(, l~.~o
(Yellow) {R.eflecti va} QL~
SF Complete and in place per SF
....
F~EVISED
PROPOSAL FORM
Page 5 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
RUNWA~ 17-~5 IMPROVEMENTS, SHOULDERS, LIGHTING, BLAST PADS, STGNAGE AND
AIRFIBIoD PRAINAGE lMPROVRHEN'rs PHASE 4
(CITYiROJ NQ. .1.O001)
~ II IU IV V
~ QTY _ UNIT De$cription UDit P:J;iae Total
Il> - 620
44 6,344 Blij'st Pad Painting (Y'ellow) (Non- S "-11.). bO
Reflective) O.~S
SF Complete and in place per SF
'P-020
45 3,815 Taxiway Painting (Black) (Non- $. L'tl~ .15
Reflect! ve) O.bS
--
SF COlnplete and in place per SF
D-71l1
1,874 36- Reinforced Concrete Pipe (ASTM
46 76, Wall C) \2~,oo s2 3 <=t J 12.. DO
C
-
LF Co;mpl e te and in place per LF
D-701
47 790 4'x3' Precast Reinforced Concrete
Box (ASTM C 1433) 200, Ol) $ r Si, OOO,DO
f.F C<:ilnplete and in place per LF
D-701
48 1,319 7'''4' Precast Reinforced Concrete 1~o.oo $ l(.(,~~So, 00
Box CASTM C 1433)
LF complet~ and in place per LF
D-705
10,863 12.11Xl" Rl,lnway Pipe Edge ~, i 0
49 Underdrains $~7. <l<\o.) 0
-~.-
LF Complete and in place per LF
:D-7S1
50 ;2 Manhole (Type M wi Inlet Access) ,100,00 $ \ of) ).OP,Oo
-....----
EA COIIlplete and in place per EA
D-751
51 5 Inlet '.Area, Type A} 4-_S~o.oo $.ll,Soo.oo
AA Colnpl.e t e and in place per EA
D-752
~einforced Concrete Headwall,
52 6 Apron and WinQWalls for 36" RCP
Culvert S(..OO,Qj) $ ~ lJ <'00. 00
-.-----
n. Cca;aplete and in place per EA
D-752
Reinforced Concrete Headwall,
53 2 ,Apron and Wingwalls for 48" ReI'
culvert ~S'OO, og $ \7 CO!), 00
-- J
EA CO)Ilplete and in place per SA
D-752
Reinforced Concrete Headwall,
54 1 Apron and Wingwalls for 7'x4' RCB I ~J t;)O~~O
Culvert (00 skew) sJ1J OOO,~O
EA Complete and in place per EA
D-752
Reinforced Concrete Headwall,
55 0 Apron and Wingwalls for 7'x4' RCB
0
CUlvert (300 skew) 1).LQ~o. 00 .$~OOO. 00
EA Complete and in place per EA
D-754
56 259 Reinforced Concrete Slope Paving
(5' ) \_~o,o~ "$ "6 ~ "l So. 0 0
---j----
Sy Complete and in place per Sy
~
REVISED
PROPOSAL FORM
Page 5 of 71
ADDENDUM NO.8
ATTACHMENT NO. 12
.. .........-
RUNWAJ: 17-35 IMPROVEMENTS, SHOULDERS, IIIGHTING, BLAST PADS. SIGNAGE AND
AIRFISlJ DRAINAGE IMPROVRMENT.s PHASE 4
(CITYh.o.:r NO. 100(1)
II II III IV V
I" QTl' " UNIT De..sc:ription Unit Price To.tal
1'-152
51 200 wire) 20.00 $ Lf-ooo.oo
LF CQliIplete and in place per LF
T-9{)1
Sa 37 Seeding 1520'00 $S"-.l.{1oooo
Calaplete -
AC and in place per AC
T-904
59 13,114 Soddin9 4-.S C> SSC)JO\). 00
BY Complete and in place per SY
L-104 - 6.1. a
T~rary Airfield
60 1 Lighting/Signage!Navigational "31.j 00.0.00 $"3)..J() 00. 00
J'aclli ties
LS COIJplete and in place per LS
t-105.6.1.a
Demolition and Proper Disposal of
61 1 All Equipment as Noted and Turning
OVer All Designated Equipment to '+'t 10.0. 0 C) $'+-4-;000'00
iKaintenance Staff
~
LS C<;aplete and in place per LS
L-I0ll-5.1.a
26,730 lIe L-824-Type C Unshielded #8 AWG $ ~2.,O'7~_O>
62 SKY Co~r Cable f.20
LF CQmpleteand in place Per LF
L-168-5.l.b
14,000 lIe #6 AWG BSD or BHD or TW Pare J. 2.0
53 Counterpoise $ i<O)~oo.OO
Copper ~-
lop' COlIlpl.ete and in place per LV
L-I08-5.1.c
O.75~ (lJl MM) Dia. By 10.00' (3 M)
64 47 Long Copperclad Steel Sectional ~2.'00
I Ground Rod $ '3'6s~. 00
~-----
n Compl.1!lte and in place J?er EA
1.-110-5.1. a
119'2- Schedule 40 PVC Concrete
I 65 11,940 BnCased Duc t Installed in New
Paved Shoulders 10. 0 C) $'2. ~9.to....
- ,
lor Com.Plete and in place per LF
1.-110-5.1.b
l.19'2~ Schedule 40 RVe Concrete
66 1,060 Bncased Duct Installed in Open
Fbld G>>_~ sJ ~I qfpO.DP
LF Complete and in place per LF
1.-125-5 1.a
L-861T Taxiway Edge Light
67 17 (Elevated, Blue) Installed In New
Paved Shoulder With New Base ~).O, OD $J1~O.D
-~..._~
EA Complete and in pla,ce per EA
~- .
i~EVISED
PfWPO$Al FORM
Page 7 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
.........
........-- -
RUNWAY 17-)5 I MPROVEMSNTS, SHOlJLDIi:RS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRP~ DRAINAGE IMPROVEMENTS PHASE 4
.-
(CI--",..-... i 10. iOOO1)
, n +11 IV V
I. Q1"-l' " UNIT Description Uni.t Price Total
! t.-125-5.1.b
L-861T 'l'ipdway Edge Light
61 6 (lIlev<t.ted, Blue) Installed In Open "t ~'lO. 00
Field With New Base ~1.0. 00 $
EA COlIIPlete and in place per EA
L-125-5.1. c
L-861T Taxiway Edge Light
69 34 (Zlevated, Blue) Installed In Open ~+o. ,"0
Field On Exi$ting Base $ J "tJ ~ l..q. 00
EA CQlli,plete and in place per EA
L-125-5.1.d
L-850C, Inset IUgh Intensity
Runway Light (HIRL) [Clear/Clear]
Ins.talled on bisting concrete
70 2 Enc<!,sed Base Can. Adjust Concrete
Base To .Meet New Pavement lq"o.oo
Elevations. $ '3 ~ 0 o. oc)
EA C~le~ iUld in place per EA
L-125-5.1.e
L-850C, Inset High In ttlllsi ty
kunway Light: (HIRL) [Yellow/Clear)
71 2 InsJ;:allEld on Exi'sting Concrete
Encased Base Can. Adjust Concrete
Base to Meet New Paveln~nt 19.0().~o
Elevations. $,~'90.o. 00
EA Cpmplete and in place per EA
L-125 5.1. f
L-B62, Elevated High Intensity
'Ilunway Light (IHRL) [Clear/Clear]
12, 18 Install ed On A New L-861B/D Deep
Base Call Installed In New Paved 1110.00 $10..1>'-1' 1>.10
ShO~lder.
~ Complete a,nd in place per EA
L-12S-5.1.g
L-862, Illevated High Intensity
Runway I.o1ght OURL) {YellOW/Clear]
73 38 Insta,llE!(l On A New L-867B/D Deep
Base Can Installed In New Paved $ '-fl, q ~O..o
Shoulder. I I') o. 00
1i:A Complete and in place per SA
1:.-125-5.1. h
L-862E, Blevated Runway Threshold
71 16 Light (Green/Red) Installed on $ 2.S>M~~ 0 "
Existing Base Can. I 1. SO- ."
---
SA C<:lllllpl~te and in place peit" EA
L-125-S.1. i
LaS8B, Runway Distance Remaining
75 5 Sign Installed on Exi sting
Concrete Base. $'0000 00 $ .l_~~E~ ~
____n.._
EA Complete and in place per EA
REVISED
PROPOSAL FORM
Page 8 of 21
ADDENDUM NO il
A TTACHMENT NO 12
RtJNW1U' 17. ~5 IMPROVBM:ENTS, SHOULDERS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRF *D VRAINAGE IMPROVEMENTS PHASE 4
~
(CJ;'T'V;LPRaJ 110. lOOO:lj
! H II.I IV V
Ip Q'1'Y '" UNIT DEtSCrii>tion Unit Price Total
L-12S. 5.1. j
L-858 Airfield Guidance Sign,
7' 1 Single li'ace - 1 Module Installed
With A New Concrete Base. d~()O. O() $ )~OO. 00
RA CoIIIplete and in place per EA
t~125-S.1.k
L-1l58 Airfield Guidance Sign,
17 ! Double Face - 1 Modul e, Installed
With A New Concrete Base. 3'ij 00. ~o $ ~ <aOO. 00
EA Co;mplete and in place per EA
L~125.-5.1.1
L- 858 Airfield Guidance Sign,
71 5 Single Face - 2 Module, Installed
With A New Concrete Base 4-~oo. 00 t;l1. ,1;)~o.OO
--
Complete and in place EA "
EA per
L-l25-5.1.m
L-858 Airfield Guidance Sign,
79 1 JlQuhle Face - 2 Modul e , Installed
Ou Exist.ing Concrete Base. l(.~ 00 . 00 $ cf-40o o. C>>
EA Complete and in place per EA
L-U5-5.1.n
1:.-858 Airfield Guidance Sign.
80 4 Double Pace - 3 Module, Installed
on Exi sting Concrete Base. l..J.oo. ~D $ _~_S ,LOQ. 00
LS C(:>mplete and in place per LS
L-125. ~5. L 0
L-828 (constant Current Regulator
(6.6 Amp, S-Step, 30 KW) &
81 1 :Modi fications to Ibcisting Airfield
Lighting Control System and CCR's 1'+.000. eo $ )'+..OfO. 00
At Airfield Electrical Vault -L-_
LS CoiDplete and in place per LS
L-125-S.1-p
L-867D Base Can Installed in Paved ~~O.l)O $ Q'lOO.OO
82 10 Sh'OUlder
1Q COBlphte and in place per EA
L-l.25~5.l.q
83 1 w..LS ThreShold Bar Rehabilitation l.~O()O. 00 $20~ ~OO!..OO
I:.S C~lete and in plaCe per LS
gp A~47
Allowance for Pre~Construction
81 1 Exploratory Excavations (For
Bidding Purposes Only) $ 40,000 $ 40,000
LS COIIIplete and in place per LS
SP-4
3,993 OSHA Trench Safety System (Storm l.-,.~t~.. $J1)S2~.7o
85 Sewer)
LF Complete and in place per LF
FZEVISED
PROPOSAL FORM
f'2ge 9 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
.......'"'
~-
,"'\IRFIELD DRAINAGE IMPROVB-M&NTS PHASE 4
.
-,-'U.V,C"jG"";:', ~'jOULDERS L1GH'I'-NG, BLAST PADS, SIGNAGE AND
(CInpRQJ NO. 10001 )
-' II III IV V
rp on &. UNIT Des,c:tiption Unit Price Total
.~ 'l'X-ti'
H 298 6- Flexible Base (TY D) (GR 2) al. 0 0 $ (.2.58.00
SY COll1plete and in place per Sy
T:I-260
87 298 6- !.file Trea ted Subgrade (6%) , <.,. <) 0 ,$ Lf7"'a.oo
sy GJ:aplete and in place per Sy
'J.'X-260
81 4 Lime {Hydrated, Dry} \2.D.OO $4-~Q.oo
TO~ COlIIplete and in place per TON .
n-275
89 32,611 6. Cement Treated Base (RAP)
{Dans ity Control} S.4.o $ 1""7 ~JOqCf.q.o
SY COJIlplete and in place per Sy
'l't-3.o
90 32,775 1.5- lilGc (TY D) ~.O 0 $2(,~loo.oo
BY Complete and in place per gy
TX-HO $ ~ ;.S S'~.C.O
91 8,889 2- BMAC (TY D) 9.4-g
Eft Complete and in place per SY
n-340
92 32.611 2.5" IDQC (TY B) <=1. "" 0 $ 3 o~ 5'4-3.'4-0
ecm,plet~ and in place ~
SY per SY
1'X-432
93 947 Riprap (Stone) (Dry) {Type R} (8. ) ~~. 00 S 62.~) 'tt~.OO
--
SY eo.plete and in place per BY
022012
94 L40 Trench Safety for Ex c a va ti OI!.S \. (" 0 $ ~~'+. 00
(Force Main)
LF Caeplete and io place per LF
(126602
95 140 8" PVC Force Main {Restrained (, 'a " o. 00
Joint Pipe and Fittings) Cf't.PO $
----
L1i' CoIllplate and in place per LF
026602
96 14 16" (mi.n . ) Steel Casing (incl. ~CoO. 00
spacers and end seals) $ S'O~O.OO
LF Caqplete and in place per EA
U26602
97 1 2" ARV AS.E!Illhly and Manhole K"SOO.OO $ "'l SOO.OO
RA Cl.:inlplete <md in place per LF
REVISED
PROPOSAl FORM
Page 10 of 21
I\DOENDUM NO 8
ATTACHMENT NO. 12
~- -
RtmWAY 17-35 IMP~OVEMBNT.$. SHOULDERS, LIGHTING, BLAST PADS, SIGNAGJ;: AND
AIRFI'tD DRAINAGE IMPROVEMENTS PHASE 4
(CI'n.~ NO. 10Q.0.1)
I' :n: I;n IV V
I. QTY . Ul(IT D.ascription Unit P;rice Total
ALLOW
.ikllowance for Runway Surface and
98 1 BaSe Repairs (For Bidding Purposes
Only) $ IOO,OOO $ 100,000
LS CaapIete and in place per LS
PUN
99 2 Gravel Road Entrance (NAVAID J\ ~O. OD
Access Road Repairs) $232.0'9.
EA COI!tPlet.e and in placa per EA
SUTCH - ADDl!ltroDM 4 $ .2 ] 4) O. 0..
lOG 1 Se~rity Grate 7'x4 . RCB '2300.00
EA CQalplete and in place per EA
":isI)PEHOUM 4
101 1 Security Grate for 4 . x.) , RCB .2.000- 00 $ 2. "00.00
l:A COJIlplet-e <lnd in place per EA
SJEB'rCH -IDDENDUM -I $'3~oo.C)o
102 2 Securi ty Grate for 36- RCP 17 00. 00
llA Comp1. e t'e and in place per EA
-
TOTAL BASE BID
(PROJ 10(01): $ C.,?'l 'l.CD\.f'"l. '10
(BID ITEMS H02) ~ -'
"""'"
f~EV/SED
PROPOSAL FORM
Page 11 of 21
ADDENDUM NO.8
ATTACHMENT NO. 12
~""'......
CORPUS CHRISTI IN'l'BlUfATI01QL AJ:D~T
.RtmwAy 17/35 nrPROVlDilDr'l's, Sli~,
LJ:~. BLASI' PAnS, Sl:GJfAGE.~
AiJUi'IELD DRAtlfAGB DlPROVDQlrS (PHASE 4) & CCU APRON PBASlj; ~
WBSTcBIDE (?ARlC:IW)
ADDITIVE BID ALTB~~B NO.1
COMMER~AL AVIATION APRON PAVEMENT REPAIR (ADDITIVE BID ALTERNATE NO.1)
(CITY ~ NO. lOO(1)
I IX UI IV 'V'
:t~ gry & Dlf1T Descriptidn unit Pric~ Tota.l
G-500 $23Jooo '00
Al-l 1 Hobilization (Bid Alt. No. 1) 2joOo. OQ
LS Complete and in place per r..s
P-101
AI-J 230 Rf!!DOve Pave;Jn\llnt (Conc.rete) (Apron) /(,.00 $ 17) ~~o.oo
BY C'-P1ete and in place p.er SY
P.-l01
Al-3 2,528 .~ve Pavement {Asphalt} (Apron) <0''+0 $ ( ... 11 ~ .1.e)
BY 'Comp'lete and in pla;::s BY J
per
P-IOl
Al-4 480 Sawcut Pave211ent (Aspbal t) <;'.30 $ ~o .2. '-4-. 00
LP' U~lete and in place per LF
P-iS2
Al-S 1,073 maclas.i.fied Excavation lo.C)o $ \0,,30'00
Co~let;e and in place ,
CY per CY
P-155
Al-6 2,S2e .Lue-1'rea ted Subgrade (8n) 2.. (,,0 $ C,S12..~o
SY CODtplebe and in place per SY
P-lS5
;..1-7 46 Lime (6% by dry weight) 12.. \. 00 $ SS '(.,'00
TON Complete and in place per TOR
P-Z09
Al-8 512 C:rtl~hed Aggregate Base CourSe ~~. 00 $ ~3, ooS.OO
CY CQIDI)lete and in place per C'i
P~501.
Al-9 2,758 Portland CEllll&nt Concrete Pavement (IS") ISS-.oo $ '{-2.1J~'o. 00
BY ~lete and in pla<:e paX' Sy
P~602 1.50
Al-10 632 B.1tuminO\1s Prime Coat $ llt 2,.00
GAt. COIlrplete and in place per GAL
p- '6'1'15
Al-ll 2,760 Joint Sealing Filler S.80 $ I b 0 O~.l;)O
CompJ.ete and in place "
uF per LF
P-620
AI-12 200 Apron Painting (Whi ta) (Reflective) ~- $ IJo.DO
SF COl:Uplete and in place per LF
P-620
Al - 13 100 Apron Painting (Yellow) (Reflective) O.Cp~ $ ~S .00
SF Coaplete and in place per SF
P-~20
Al-14 110 Apron Painting (Red) (Reflective) O. CpS $ 7\.50
Caaplete --.~._~
SF and in place per SF
1>-fi20
AI-IS 50 Apron Painting (Black) (Reflective) O. t..S $ ~"2.1 So
---
SF CO:lllplete end in place per SF
SUBTOTAL ADDITIVE BID ALTERNATE NO. 1 (PRW 10(01), $ b'l ~I S ~ 'to I) 9
(8'0 ITEMS A1-1 TO A1-15)
REVISED
fjROfJDSAl FORM
1;' OF 21
ADDENDUM NO.8
ATTACHMENT NO 12
~"""'''~
C01U>US cmuSTI IN'1'ERNATIQNAL AIRPORT
RUtMA;Y 17/35 IlfPROV'1DmN".FS, SROULDlms ,
LZGllTntG, BLAST PAnS, SI~ AJm
A~ Dp.,J.:nnn'DlPRovm.rr-s {PJlASB 4} &
CCIA APRON PRASE 2 WRS'l'nDE (PARIUNg)
ADDITIVE BID AL'l'ERNAn lo10. 2
COlA _08 PHASE 2\VESTstDE (PARKING) ADDfTNE BID ALTERNATE NO.2
{CITX IIiR.QJ NO. lO~7}
:t"T II XII: I'i V-
IT. Q'1'Y &: ttI'n' Description t1llit Price Total
G-500
A2-1 1 Mobili:&ation (Bid Alt. No. 2) ~ 000. Co $ 't'ooo.OO
LS Complete and ill place per LS
1l-700
A2-2 3,750 Remove Asphalt Pavement and Base 4. ~ 0
(park1ng) $. 1.~ '150.0",
ComplQ1:e and in place Sy J
SY per
,G-700
AZ-) 6 ReJnove Pipe Bollard I Guard Post
and Foundation 2S"0.oo $. I S' 0.0.00
,!A Complete and in place per EA
G-700
A2-f 1 ~lamOve Li,ght Pole FQl1I1dation 1000. 00 $. ~ooo. oc)
--
aA COIIIplete and in plaGa per EA
~-1 00 $J 420.00
A2-S 20 R@llove Fence Post Foundation 1'.00
BA COliiplete and in place per EA
9-700
A2-6 200 RemOve Chain Link Fence and
Foundations -=t.OO $ \80(). 00
L.F Complete and in place per LF
0-700
A2-7 1 14-00. 00 sl"f-oo.oO
.Remove Concrete Enoased Duct Bank
LS Ccmplete and in place per LS
1>-152
A2-8 618 :tTnclass.ified Excavation I ~ 0" ;$ ~CoS"'2"OO
C!'{ oCo.ple t.e and in place per IT
F-1.62
A.2-9 20'0 Ohain - Link Fence (4' ) ('.00 $ 3ioo.oo
LF C-~lete and in place per LF
0-247
A2-10 3,750 10. Flexible BaSe (TY D) (GR 1) I ~ 00 $ 49,150.D~
Camplete -
BY and in place per Sy
TX-260
A2-1l 4,365 6" Lime Treated Subgrade (6%) Lf.'fo ~ \'20".00
Sy C01Ilplete and in place J
per Sy
'I'X-260
A2 12 59 Lime (Hydrated, Dry) 12.\. 00 $ { f 3~.Qa
TOll Complete and in place per TON
TX-340
A2 13 1.454 4" IDtA C (TY D) 1.0. 00 $2c))o~o.oo
Sy Complete and in place per SY
RE'/ISED
PROPOSAL FORM
1:< ,)F 21
ADDENDUM NO. B
ATTACHMENT NO. 12
CClA"RON PHASE 2 WESTSJOE (P-ARKJNG) ADDITIVE BID ALTERNATE NO.2
(CITY~' ~o. IOn}
. XI :l.tI IV V
ti/ft. 1Dn'1' D&a.cd;Pt1<1h unit hice Total
n-31.0
A2-J.4 2,2-911 ~. H;lJAC eTY D) I 0.50 $2,+) 10&.00
Sl c;!P1llPl~te and in pla(:e :per Sy
TX-340
11.2-15 1 JJMAC speed Bu:mp (20 'x4 ' ) ISoo.oC) $ I s 00. ~C)
Ell. Complete and in place per EA
P-602 3.So ~1.~).()O
11.2-16 938 BitUDainous Prime Coat $
GJ\L Cp,mplete and in place per GAl,
D-754
11.2-17 615 Reinforced <> 9.00 ~h.K2.o. 00
Concrete Pavement (6") $
C()mpl~te and in -
SY place per BY'
TX-666
.Refleetorized PaveJIlent Marking
A2 -18 1,376 (TY 1. Yellow, 4", Solid. 100 $ t"l~, '*'0
~i1) OdDS
LP Complete and in place per I..F
SUBT0'l'1IL ADDITIVE BID A.t.Tl:RllATE NO.2 (PROJ 1097): $ '2 "3 0, \02 ~ t{.\9
(BID ITEMS A2-1 TO A2-18)
REVISED
PROPOSAL FORM
14 OF 21
ADDENDUM NO. B
ATTACHMENTNO 12
CORPUS CHltISTI I.m'BRNAnONAL MRPORT
IW$tAy 17/35 DlPROVBMKN'.rs ~ SH'Om.nBaS,
LI~. BLAST PADS, SI:G.IlIAGB AND
A!U'!BLD D1l:A.tJfA~ INPROVEJlB:lITS (PlIU.s 4)
CCIA APRON' PHASE 2 WRST.s.IDR PARKING
ADDITIVE BID ALTInmA'rB NO. 3
LINE MD...... CUlVERT A (ADDITIVE BID ALTERNATE NO.3)
(CITY aoo NO. 10(01)
X: n III IV V
~ Q'tY. &: UN1:'.l' Description Unit Price Total
G-500 ~<)lQQo.OO
A3-1 , ~ili:l;ation (Bid Al t . No. 3) $ ~().Ooo.Oo
-'-
,
LS Complet", and in place per LS
G-700
A3-2 60 ~emove Reinforced Concrete :t "t-. 0 ()
Pavement (Drainage & Slope) $ I ~'tO. QO
BY CPlIlJi>lete and in place per Sy
G-7{)1)
A3-1 180 Remove Cllain Link Fence and
Foundations 12..50 $2.2.50,00
LF Complete and in place per LF
G-700
A3-4 1.894 Remove 65" :It 43 " CMPA Culvert '3.00 $ 2-'+.'22... 00
and ,
1.F COIllplet~ in place per LF
(4-70.0
A3-S 160 lt~ve 8" Sanitary Force Main 2.1. ~() $ 33(,.0.00
LF Complete and in place per LF
1'-101
6 361 RemovE' Pavement (Asphalt)
1\3 7. )0 $~(,,3S'.3o
(Taxiway) (Appx 12")
SY CQroplete and in place !)er BY
P-lll1
A3-7 750 Sawcut Pavement (Asphal t) 5".00 $ '37 6' o. 00
LI' Complete and in place per 1.11'
P~152 y. 00
1\3-8 15.000 Drainage EXcavation $ {2. O. Qoo.il1o
Cy Complete and in place per CY
P-lS2 .-
A3-9 5,000 Rmbankment in Place <:.00 $10,ppo.po
C'! CdIllplete and in place per CY
P-153
A3-10 192 I 2.~. 00 $ 'l..l. 8" O~.~O
Controlled Low Strength Material
CY Complete and in place per CY
P-156
A3 - 11 1,920 Temporary Silt Fence S. 00 $ 'l '-00. ~4
LF C<Jmplete and in place per LF
P-156
1\3-12 1 Temporary Rock Fil ter Dam 1 ~ "0. 00 $; 1100.00
EA COlIIplete and in place per EA
P-209
A3 - 13 239 Crushed Aggregate Base Course ~'f .00 $ 1.( . 0 )2.00
Conplete and in ,
c-.y place per CY
P-401
A3 - 14 238 Bituminous Surface Course ~~.40 $ 11.~~~.oo
TON Comp~ete ~d in place per TON
P-602
A)-iS 361 Bituminous Prime Coat ~'-~ $ (2. <0 ~. s "
GAL Complete and in place per GAL
REVISED
PROPOSAL FORM
15 OF 21
ADDENDUM NO_ B
ATTACHMENT NO. 12
-..-
LINE Mqo4 & CULVERT A (ADOfTIVE BID Al TERNA TE NO 3)
(CJl'Y,.!lROJl ::). 10Q01)
J IX II.! rv V
:I1IIII \lft it l;JJttT DescriptiOn tJriitPriae Total
~~U2
A3~16 180 Chain-Link Fence (6 ') (wi Barb $6(.00.00
Wlre) 10.00
LF ~l.te and in place per LF
D-701
A3-17 840 a' x 5' Precast Reinforced
Concrete Box (ASTM C 1433) 3 is' .o~ $ 321, <.I-O().Qo
Complete ,
LF and in place per LF
>>-701
3,036 7 . x 4' Precast Reinforced
A3-18 Concrete Bo:x (ASTM C 1433) 6~S:.oo $/,01"7.0\.0.0<)
- -
LF Complete and in place per LF
D-751
A3-19 6 Inlet (Area, Type A) ~( OQ. 00 $11. t., 00. oQ
Complete place "
EA and in per EA
D-754
A3-2:.o 2,107 Reinforced Concrete Slope Paving .$ t t S) '+1 ~. Ot)
(S- ) ~~. 00
Sy Complate and in place per SY
D-752
Reinforced Concrete Haadwall,
A3-U 1 Apron and Wingwalls for 2 . 8'xS'
RCB Culverts (0" skew) .l,,\-. o~. 00 $2.. "t, <)00. 00
,
RA C~let. and in place per &A
D-752
Reinforced Concrete Headwall,
AJ ..2:1 1 Apron and WingwaJls for ) - 7'x4'
ReB Culverts (3 O~ skew) 11.,000,01) $ )2.000.00
Complete ,
RA and in place per EA
D-752
A3-:aJ 1 Cast-In-Place Junction Box wi
M.a.nhole Access I SJ \)<ao. 00 $ I S',QOO. 00
:!fA. Co!nplete and in place per EA
T-!fOl
A3-24 8 Seeding i1 0 P. 00 $ 13 boo.oo
-
AC Complete and in place per AC
'1'-91)4
AJ-25 500 Sodding 10. o. $ SOO~. 00
SY CO.lllplete and in place per BY
'I'X-247
A3-26 166 6" F1.exible Base ITY D) (GR 2) .lO.oo $ ~62.0. 00
Sy CQJ:Ilp1.ete and in place per BY
'1'X~260
A3-27 166 6" Lime Treated Subgrade (61\;) , ~. 00 $ ~ Co Sfo..o
--
Sy Complete and in place per SY
TX-260
A3-28 2 Lime (Hydrated, Dry) ll\.oo ,$ 1 't-'2. -0
TON Complete and in place per TON
TX-340 2"2.'''0
A3-29 96 1. 5. HMAC (TY D! $ 2l \~.~O
--------
Sy Complete and in place per SY
TX-432
AJ..30 ':>97 ~S.oo $ J.o) R<ts. 00
Riprap iStone) (Dry) (Type R) (8" )
SY CoIlli;>lete and in place per SY
REVISED
PROPOSAL FORM
lo0F 21
ADDENDUM NO.8
ATTACHMENT NO 12
......"-..,-
, LINE MCM& CUI,VERT A (ADDITlVE BID ALTERNATE NO. 3}
(CITY Mal~_ lOOOl)
I Xl: U:r :tv V
1". 'on & mtt'I' >>tl'acr.i,.pt.:ton flDi't PdcEt Total
'02..2022
A3-U 160 Trench Safety for Excavations I. bo $2S~.oo
(Fprce Main)
LF COlD,Plete and in place per LF
026602
A3-J2 160 8- PVC Force Main (Restrained l~. 0 0 tf.<o ,,"0. 00
Joint Pipe and Fi ttings) $
LF Coq>lete and in place per LF
026502
A3-33 34 16- (min.i Steel Ca~i.ng (incl.
~pacers and end seals) 2.00.0 g $ " -gOO. 00
LF Cquplete and in place per LF
026602
A3-M 1 2- ARV Assembly and Manhole ~ SOO. l>o $ ~ 5'"00. Po
EA COIIlplete and in place per LF
SP.4
A3 - 35 1,432 OSHA Trench Sa.fety System (Storm <=t.Oo $ fl,t!'! .00
Sewer)
-
LF Complete and in place per LF
SUBTOTAL ADDITIVE BID ALTERNATE NO. 3 (PROJ 10001): $2)'04.9, <i~c;. 'lo
(BID ITEMS A3-1 TO A:f-35)
REVISED
PROPOSAL FORM
1 7 OF 21
ADDENDUM NO, 8
ATTACHMENT NO 12
,."..,.......- -
BID SUMMARY
TOTAL BASE BID (BiD ITEMS 1-102) (PROJ 10001):
$ ", ~ 2 CO. 0'+<1.1.0
-
TOTAL ADDITIVE BID ALTERNATE 1IlO. 1 (BID ITEMS
TO A1~15) (PROJ 10001),
Al-l
$
S 1 \ I S ~q. 0 D
-
TOTAL ~D:rTIVg aID ALTI;:RNATE 110. 2 (BID ITEMS A2-l TO
A2 - 18) ("OJ 1097):
$ 2 30 \ -0 ). '*0
J
l'OTAL IbDZTIVE BID AL"XERNATE lfO. 3 nUD ITEMS A3 -1 TO
A3-35) (PaOJ 10001) :
$ 1-) 04-~.J ?<o(1.~O
~~~EF~~~~~I
REVISED
PROPOSAL FORM
180F21
ADDENDUM NO.8
ATTACHMENT NO. 12
~~y......-
The tJndersigned hereby declares that he has visited the site and has
carefully examined the plans I specifications and contra.ct 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 notification 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 requlred) 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 property of the City of Corpus
Christi In the event che contract and bonds are not executed within the
time above set forth 1S liquidated damages for the delay and additional
work caused thereby.
Minority/Minority Business Enterprise Participation: 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 and DBE
firms participating in the contract and a description of the work to be
.pE'rEarmed and its dollar vaLue for bid evaluation purpose.
Number of Signed Sets of Documents: The contract and all bonds
will be pTepared in not less than four counterpart (original signed) sets_
Time of Completion: The undersigned agrees to complete the work
within 250 calendar days from the date designated by a Work Order.
rhe 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
req:uirements pertaininq thereto, for the sum or sums above set forth.
Receipt of 'he following addenda is acknowledged (addenda
number): I J 2..} ").;' '{) ~.J <0) 1.1 '1_ '_n
Respectfully submitted:
(SBAL
IF BIDDER IS
a Corporation
By:
L+ J.
Name:
,.~ NOTE Do not detach bid from uther papels
Fill in wlth Hlk and submit complete
with attached papers.
(SIGN:
Address: , ~ 0 ,
(P.O. Box)
Cevl"'~ c.~l'~s-\-\ \^_
.-'
(C ty) (State)
Telephone : 1... ,.. 2 q q _ l''l..(
~,..
(Street)
I ''4-Co~
(Zip)
(Revised A1.lguSt 2(00)
:~E\!I SED
iP.(.l;JGSAL FOPM
I ADDENDUM NO. 8 !
ATTACHMENT NO.1?
~."~
The Contractor will commence work within ten (10) calendar days from
date they receive wrltten work order and will complete same within 250
CAL~AR DAYS after construction is begun.
Should Contractor default,
Contractor may be liable for liquidated damages as set forth in the
Contract Documents.
City will pay Contractor
In
;t.,.
current funds for performance of the
contract in accordance with the Contract Documents ~s. the work
progresses.
Signed in -L parts at Corpus Christi, Texas on the date shown
..
above.
:::L~
C~ ~PUS CHRISTI
By:. :J...~~
Ronald F. Massey, Asst. Ci
of Public Works and Utiliti
APP~ 'l'O ~.FORJlI
By: ....... I 'ntr.lt Lt.(J(1U/Y
Asst. ty Attorney
I
~
Escobar, P.E.
of Engineering Services
CONTRACTOR
ATTEst: (If Corporation)
'PD.b1i~t()
( Seali\Below)
Bar
LP dba Ba
Ltd.
By:
(Note:; I~ Per.on signing for
C~:l:...'.. t.... on i. not Pre.ideat,
atta . CQpy of autborizatioa
to .)
Title:
N\ ^ ~f" .
P.o. BOX 9908
(Address)
CORPUS CHRISTI. TX 78469
(City) (State) (Zip)
361/299-3721 * 361/289-2304
(Phone) (Fax)
Agreement
Page 2 of 2
~~- ?u."'lM<UL
,,1' COUHC,l____--l:t2-_11Qi:_
SECm~w
'~_><c,-
sL.~="
'. . :: .'.::: ~':f~~;:~":'!~H~;(:.ti":
SPECLAL MEETlliG OF lvLWAGERS
3ERRY OPER.ATING COlV[P ANY, LLC
January 8, 200~
...;~~;1~1
.!;~f1
..' ~?~
.l,~
~ >~
';i
.;~
Berry Operating ~~ompany, LLC, general partner of Berry Contracting, LP dba
Bay Ltd. held a special meeting this 8th day of January 2002. Edward A.Ma;rtin~
President, presided as Chairman and DonEtta Beaty served as Secretary~ , All managers'
Werepresent and waived notice'of call and purpose of meeting. 11r. Martin said that with
~ re'signation of Howard Kovar, D. \V. Berry had been named interim DiviSIon
?4anager for the Highwav Division. He further said that the plL-rpose of this meeting WaS
and to name t~eindividuals authorized to act for and on behalf of Bay Ltd.:tpghway' .
Division in connection with matters relating t9 the Texas Department ofTra.ilSpyrtation
andot"fJer state,municipa1, federal, quasi governmental entitiesand'private bodies.
RESOL VEL\t1i~l.t the folloWing named individuals be empowered to ad '
for and on behalf ufBay Ltd. as to the making and sig:rling ()f c~htracts;
bonds, bids, offers or other arrangements and revisions; ~hapgeS; or .
modification of same as the needs ofllie COmpany may require.
K. J, Luhar
D. Vi. Berrv
M. G.Berr/
A. 1. Berry
Edward A. Martin
D. E.Spangler
President
Vice President
Vice President
Vice President
Vice President
Vice President
FURT~R~S'9LVED that in the eveIlt D. W.Berryis1.1.llavailable, Mr.
Jon Lentz is empowered to sign contracts, bonds,bids, offers or
arrangements and revisions, changes or modifications of same as. the needs.
of the Highway Division ofEay Ltd. may require, herep:y ratifYing and'
affinning all such ads.
FURTHER RES 01. \!ED that Jon-Lentz, Estimating Manager and James
V/right, AcLuinistra:ive Manager are specifically empowered to act for and
on behalf of Bay Lti L to sign "Proposal To the Texas Department of .
Transportation" .
FURTHER RESOLVED that the Secretary-Treasurer be and is herein
authorized and directed to fiLTIrish a certified copy hereof to any interested
~ (
S?'t,tf~');i~l~",.
pcu:-aes ~0li+h the Lnovvledge
actual receipt of-'mtten notice
F=:vocatioD )f sue:1 authority.
Approved Correct:
~~~d~
, . ~f~:~t~
. .~.. .~;, ;.f~:-~:~}
.. ; :t. .~:'~l
_:<~\"'~
: -".il'
-,c-,-:~
. -.1
such parties sill rely upon same until
change, deletion, Inodification,or
A;ttest:
If1.vJ .f
~-~ ~2Z()
DahEtta Beaty, Secretarl)
Certification of Secretary
I, IlbI1Etta Beaty, Secretary of Berry Operating Company,LLC certify 1:4at the above are
IJ:JiIf1tes of a special meeting oime Managers ofBeny Operatipg Company; LLG general
Pa:rilPer of Berry 'Contracting, LP dbaBay Ltd. held onthe date shown above a:iidfuat
suel resolution was validly adopted at the Managers meeting at which a quorum was
presl:nt and such resolution is a continuing resolution and is presently valid and in full
force and effect this the 8th ciay of January 2002, to which witness my hand.
Ax~
DonEtta Beaty, secret~ -
.........:""'''.....,. .....
, "",.-_ .-.,...-....",......._ _.,..__ _.'._ _n"--
PER FOR MAN C E
BON D
BOND NO.929337367
STAT. OF TEXAS ~
COmnr OF NUECES ~
KNOW ALL BY THESE PRESENTS:
l'BAT Berry Contractina. LP dba Bav. Ltd. of NUECES County, Texas,
hereillafter called "Principal", and CONTINENTAL CASUALTY COHPANY a
corporation organized under the laws of the State of ILLINOIS
and duly authorized to do business in the State of Texas, hereinafter
callee! "Surety", are held and firmly bound unto the City of Corpus
Christi, a municipal corporation of Nueces County, Texas, hereinafter
called "City", in the penal sum of HIRE MILLION. SIX HUNDRED SEVENTY-
EIGHT'1'IIOUSARD. FIVE HUNDRED NINETY AND 40/100 ($9.678.590.40) DOLLARS,
lawful money of the United States, to be paid in Nueces County, Texas,
for the payment of which sum well and truly to be made we bind ourselves,
our heirs, executors, administrators and successors, jointly and
severally, firmly by t~hese presents:
SB CONDITION OF
principal entered into
Christi, dated the 29TH
attached and made a part
THIS OBLIGATION IS SUCH THAT: Whereas, the
a certain contract wi th the Ci ty of Corpus
of AUGUST , 20~, a copy of which is hereto
hereof, for the construction of:
CORPUS CHRISTI INTERNATIONAL AIRPORT
R~Y 17/35 IMPROVBM8HTS, SHOULDERS, LIGHTING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEllDlTS, PlIASE 4 &:
CCIA APRON PHASE 2 WESTSIDE (PARKING) - PROJECT NO. 1097
(TOTAL BASE BID + ADD.ALTS.l1,12,#3: $9,678,590.40)
~w, THEREFORE, if the principal shall faithfully perform said work
in acaordance with the plans, specifications and contract documents,
inclucllng any changes, extensions, or guaranties, and if the principal
shall repair and/or replace all defects due to faulty materials and/or
workmanship that appear within a period of one (1) year from the date of
completion and acceptance of improvements by the City, then this
obligation shall be void; otherwise to remain in full force and effect.
PaOVIDED FURTHER, that if any legal action be filed on this bond,
venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that no
change, extension of time, alteration or addition to the terms of the
contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in anywise
affect its obligation on this bond, and it does hereby waive notice of
any suah change, extension of time, alteration or addition to the terms
of the contract, or to the work to be performed thereunder.
Performance Bond
Page 1 of 2
-- ,-
This bond lS given to meet
Vernon's Civil StatuLes of Texas,
State of Texas.
the requirements of Article 5160,
and other applicable statutes of the
The undersigned agent is hereby designated by the Surety herein as
the Agent Resident in Nueces County to whom any requisite notices may be
delivered and on whom service of process may be had in matters arising
out of such suretyship, as provided by Art. 7.19-1, Vernon I s Texas
Insurance Code.
ZN WZTHESS WHEREOF, this instrument is executed in ~ copies, each
one of which shall be deemed an original, this the 13TH day of
SEPTD!BEF .' 20~~
PRZNCIPAL
BERRY CONTRACTING, LP DBA BAY LTD.
By: \::\~ ~
~ =::-~ Q..,~~ - e.. S'. +-'. ~
(Pr1nt Name & T1t e
fit .
/ , 'ck.TMJrrVYY\Q tQ
Secretary
peJ ilidiz .Tt{A.mm~! I
(Pr1nt Name)
SURETY
CONTINENTAL CASUALTY COMPANY
By: ~6--tA.-/.. c!.e"'~~ ~~~
AttorneY-i~act
HARY ELLEN NOORE
(Pr1nt Name)
Tbe ..,.ldent Agent of tbe Surety in Nueces County, Texas, for delivery of
notidt and service of process is:
A :3WANTtJER & GURDCiN INSURANCE AGENCY
gency:
Cont.-ct Person: ~1ARY iLLEN r100RE
Address: P.O. BOX 870
CORPUS CHRISTI, TEXAS 78403
361-8F3-1711
Ph.. Number:
(NOTE: Date of Performance Bond must not be prior to date of contract)
(Reviseia 9/02)
Performance Bond
Page 2 0 f 2
.~........
PAY MEN T
BON D
STAT. OF TEXAS ~
BOND NO. 929337367
KNOW ALL BY THESE PRESENTS:
coUN'Jr OF NUECES 5
~T Berry Contractina. LP dba Bay. Ltd. of NUECES County, Texas,
hereinafter called "principal", and CONTINENTAL CASUALTY COMPANY a
corp~ration organized under the laws of the State of ILLINOIS
and duly authorized to do business in the State of Texas, hereinafter
called "Surety", are held and firmly bound unto the City of Corpus
Christi, a municipal corporation of Nueces County, Texas, hereinafter
called "City", and unto all persons, firms and corporations supplying
labor and materials in prosecution of the work referred to in the
attached contract, in the penal sum of NINE MILLION. SIX HUNDRED SEVENTY-
EIGH~TBOUSAHD. FIVE HUNDRED NINETY AND 40/100 ($9.678.590.40) DOLLARS,
lawful money of the IJnited States, to be paid in Nueces County, Texas,
for the payment of whLch sum well and truly to be made we bind ourselves,
our heirs, executors, adminlstrators and successors, jointly and
severally, firmly by these presents:
t'HI: CORDITION OF THIS OBLIGATION IS SOCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 29TH day AUGOST , 20~, a copy of which is hereto
attached and made a part hereof, for the construction of:
CORPUS CHRISTI INTERNATIONAL AIRPORT
R,*,AY 1713 5 :rMPRO~S, SHOULDERS, LIGBT:ING, BLAST PADS, SIGNAGE AND
AIRFIELD DRAINAGE IMPROVEMBNTS, PHASE .& &:
CCIA APRON PRASE 2 WESTS IDE (PARKING) - PROJECT NO. 1097
(TOTAL BASE BID + ADD.ALTS.#1,#2,#3: $9,678,590..&O)
lOW, THEREFORE, If the principal shall faithfully perform its duties
and make prompt payment to all persons, firms, subcontractors,
corpocations and claimants supplying labor and material in the
prosecution of the work provided for in said contract and any and all
duly authorized modification of said contract that may hereinafter be
made, notice of which modification to the surety is hereby expressly
waived, then this obligation shall be void; otherwise to remain in full
force and effect_
tROVIDED FURTHER, that if any legal action be filed upon this bond,
venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that no
chang" extension of time, alteration or addition to the terms of the
contr.ct, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in anywise
affect its obligation on this bond, and it does hereby waive notice of
any such change, extension of time, alteration or addition to the terms
of the contract, or to the work to be performed thereunder.
Payment Bond
Page 1 of 2
--............... -,'-.'"",- "" ~"~ _...-.,..."._..-..~.._>>.-.~
This bond is gL ven to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of the
State of Texas. The terms "Claimant", "Labor" and "Material", as used
herein are in accordance with and as defined in said Article.
The undersigned agent is hereby designated by the Surety herein as
the Agent Resident in Nueces County to whom any requisite notices may be
delivered and on whom service of process may be had in matters arising
out of such suretyship, as provided by Art. 7.19-1, Vernon I s Texas
Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in ~ copies, each
one of which shall be deemed an original, this the 13TH day of
SEPTfMBER 2 O~_
PRINCIPAL
BERRY CONTRACTING, LP DBA BAY LTD.
BY~~
-::J 0, L~~h-l:"t:~.i-',,=,
(Prlnt Name & Tltle)
)y\"", j....
ATT~,\
/}b' ~T~_
Secretary
ftL'NdQ. Tramme..l {
(Prlnt Name)
SURETY
CONTINENTAL CASUALTY COMPANY
BY:~~, ~/~~ ,$~~
At torn~~i"1- fact
i'1ARY ELLEN MOORE
(Prlnt Name)
Tbe RlIs.:l.dent Agent of the Surety in Nueces County, Texas, for 'delivery''bf
notidf and service of process is:
Agency: SWANTNER & GORDON INSURANCE AGENCY
Cont*,t Person: MARY ;:LLEN MOORE
Address: P.O. BOX 870
CORPUS CHRISTI, TEXAS 78403
Pb.e Number:
361-883-1711
(NOTE: Date of Payment Bond must not be prior to date of contract)
(Revise4 9/02)
Payment Bond
Page 2 )f 2
~,~,",t_~
ACORD.. CERTifiCATE OF LIABILITY INSURANCE OP 10 NIl DATE (MMlDDIYYYY)
BERRY-4 09/13/06
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Swantner , Gordon Ins, Agcy-C'~ HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
P. o. Box 870 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Corpus Chri.st~ TX 78403-0870
Phone: 361-883-1711 Fax:361-844-0101 INSURERS AFFORDING COVERAGE NAIC#
-'. ---."-'-'-"--"--- -.-.-..- --.-..,-
INSURED INSURER A Zurich American Inaurance Co.
/ INSURER B St..d.f'aat !n.urance Company
~raaContracting, LP
~, Ltd. INSURER c'
P. O. OX 4858 INSURER D:
C~us Christi TX 78469-4858 i INSURER E: {'55}
COVERAGES
THE POLICIES OII'lPlSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING
ANY REQUIREM., TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, nllNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS. SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGG~TE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
N
POLICY NUMBER
LIMITS
LTR
A
A
GL02988700-06
/
OS/20/06
OS/20/07
I
EACH OCCURRENCE $
$
$
$
GENERAL AGGREGATE $
PRODUCTS - COM PlOP AGG $
1,000,000
50,000
5,000
1,000,000
5,000,000
5,000,000
A
COMBINED SINGLE LIMIT $ v"'1, 000,000
A BAP2988702-06 OS/20/06 OS/20/07 (Ea accident)
V ( BODILY INJURY $
(Per person)
A BODILY INJURY
(Per accident) $
A
---.--.---....-- PROPERTY DAMAGE $
(Per accident)
AUTO ONLY - EA ACCIDENT $
NIY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXC.U_RELLA LIABILITY EACH OCCURRENCE $ 5,000,000
B X OCCUR o CLAIMS MADE UMB929860i6 OS/20/06 OS/20/07 AGGREGATE $ 5,000,000
/ $
$
$
X
A WC3504558-07- TX/OS OS/20/06 OS/20/07 $ 1,000 000
.; / E.L DISEASE - EA EMPLOYEE $ 1,000,000
E.L DISEASE - POLICY LIMIT $ 1,000 000
B OD CPL5336131-02 OS/20/06 OS/20/07 EachClaim
DESCRIPTION 0 EMTIONS I LOCATIONS I VEHICLES I BtCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
See not"'d for additional coverage information. Project Name: CORPUS ~
CHRISTI tNTl:RNATIONAL AIRPORT RUNWAY 17/35 IMPROVEMENTS, SHOULDERS, v
LIGHTING, BLAST PADS, SIGNAGE AND AIRFIELD DRAINAGE IMPROVEMENTS, PHASE 4 ,
CeIA APRIN PHASE 2 WESTSIDE (PARKING) PROJECT NO. 1097
1,000 000
Qity of Corpus Christi
~gineering Services
~tn: Contract Adminstrator
>>. O. Box 9277
Corpus Christi TX 78469
~
CANCELLATION
CICO-CC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORFTHE EXPIRATIOfl
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
CERTIFICA
OUlER
ACORD 25 ( 1108)
~'--
!" ::::::: ...,""~ '.' "~If :~~:~:~~~" "~~~T: '.I~:~t~[J~i" c::. }?!;~\l.. ;I:U:'~~;i
Additional Insured as required by written insured contract in favor of the
Certificate Holder appl~cable to General Liabil~ty, Auto Liability &
Umbrella policies.
Waiver of .ubrogation as required by written insured contract in favor of
the Certif.cate Holder applicable to Workers Compensation, General
Liability, Auto Liability & Umbrella policies.
Work Comp Includes USL&H, OCS and Maritime at $1,000,000.
General L~ility is primary & non-contributory where required by written
contract.
. .......--
8 Z\lRICH..AMERICAN INSURANCE GROUP
CotlMlRCIAL INSURANCE
LIABIL.ITY
INSURAN€E
for lb. cqyeragepert pt1)vided by:
H AMERICAN' INSURANCE COMPANY
Th,.ndorsement ch.ngeslhe ~. Please read it cerefuly.
j COMMERCIAL GENERAL LJADIUTY COVERAGE PART
ADDITIONAL ASSURED ENDOkS~ENT
'UID:J:~;~t~.s~~~~i~.~~~I~~.~::~IS.~jl.~~
.C ........'.. .~~J(). T~Jl"l'rffiS.~(i~prrJ.1t.QM.., .g~$.'11'n9~);~~.BESPE<::T.OF..
. .~911tM>.'~~";9. ....~~gflll~~~fiPA~~..'i.:.,. .' ...':~Jt:~l~mJ;.JqytspRiM~Y
c .~~1.JTJO~;:y ..MQ~D'YWRl'TTEN CONl'IlACT.nnS ENDQRSEMarrSHALLNOT
TOJJ\lcRfASE1'HE IT OF LIABILITY.
COVERAGECijANGE'ENDORSEMENT
, InBured:
i~:
';'..k......
i" ...... .,.' ".10'.. ·
. -',-" ". .
Qt!rJ:Y ..Coqtracting, LP dba Bay, Ltd.
~.~, ~OO6 - 2007
'~~:;:Insur8nce ('i.,...,
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.;\,~"-'-:_4,'.;-':1l1'1';'
.'.- . ',...........- - - --., - -_.,..'-
TE 99 OlD
ADDITIONAL INSURED
This endorsement modifies insurance provided UDder the folJowina:
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE PORM
TRUCKERS COVERAGE FORM
ThiI endorsement chan es the
ndorsemem Effective
effective on the me lion date oCtile lje: unless another date is indicated below:
Policy Number
BAP2988702-06 /
May 20, 2006
Named Insured
BerTY Ccmtracting. LP dba Bay, Ltd. j
COUDtersipd by
Representative)
The provisions U1d exclusioas thlt apply to LlABIUTY COVERAGE 1110 apply to this endorsement.
AddltJolUI.ln.ured:
City of Corpus ChriIti
Dept. Of &sgineerin. Service.
AttD: Coonet Administrator
P. O. Box 9277
Corpus CbriIti, TX 78469-9277
/
/
v
is an insured, but 0DJy with respect to Je.al responsibility for acts or omis.ions of a person for whom Liability Coverage is
a<<Orded UDder this policy.
T'IIe add).leaIIIDluM is not required to PlY for any premiums stated in the policy or earned from the policy. Any retum
premium and lay dividead, if applicable, declared by us shall be paid to you.
You are authorized to act for the Idd'.'onll 'nrured in all matters pertainins to this insurance.
We wi)) mail the .dditional insured notice of any canceUation of this policy. If the cancellation is by us, we wi)) give ten
days notice to the addfdonll ....ured.
The .dd'.".1 'nsured wj)) retain aoy right of recovery a. a claimant under this policy.
,FORM TE " '18. ADDITIONAL INSVRJ:D
TUII St.ndnd AII.omoblJe IndoraelDen.
P,uulbed by March 19,1992
SOMMERC1AL GENERAL l.lABIUTY
CG 02 05 01 96
TH1S ENDORSEMENT CHANGES THE POUCY - PLEASE READ IT CAREFULLY
t/TEXAS CHANGES - AMJ:ND~ OF CANCELL.4T10N
PROVISIONS OR COVERAGE CHANGE
1his endorsement modifies insurance provided under tb~ followiDa:
j ~~=~~~~;oVERAGEPART
OWJlffJlS^~gqNflAcrO~PR<n'ECTJVE LlA8IUTY COVERAGE PART
~OIfl.ut!PN~<lIi 1'fJl.1' .
:~~c,!g~='......'.<s.ra~Org~~.J*VERAGE PART
t:.. event of <:a.nceuauoaor. ~~~e tbat,reduces. ..... orres1ricts the insuraDc:eaft'otdedbytbisCoveragc.Part, we
, . to mail prior written noticeofcancelhdion or material cu. to:
SCHEDULE
c:ity ofC9fPUS~
Dept.Of'~~I.Ilr1& :Services
Ann: ~ct.dminislrator . /
P. O. ~9277! V
Corpus Christi. {]'X 78469-9277
Number of dayaadvancenotice: nURTY (30) .,/
IDJicy Number:
BetI'Y COn.-ctinLLP .. Bay, Ltd.
GL029st:rOO. 06 ./
vi
._ Insured:
"~ve Date of This EndonemillDt: OS/20/06
~Rcp'_: ~J
..(Printed):
R. M..Lee
title (printed):
~DlginlPartDer
**,5 (01196)
-".....~. _..~..".-.- ~-'--.".""................. -_.."",..~._..- '-.'-'.-'- .", -,.,_.-".",- -.......
TE 02 02A
/ CANCELLATION PROVISION OR COVERAGE CHANGE ENDORSEMENT
11lIis endorsement modifies insurance provided under the following:
I
BUSJNJ:SS AUTO COvqt.Ac;~JI'OItM
G~GJ:CQ~.l'()~
TRUCKERS COVERAGE FOnt
effective on the i tiqu da~ oCtile ^ Ii .uesa another datecis indicated baow:
Policy Number
BAP2988702-06 ../"
~Con1racliag. LP dba Bay. Ltd.
./
CO\QItersigned by
(A~thPrizeClRepresentative)
J TaR...TY (30) days before this policy is clJlCeled or materially chanced to reduce or restrictco-veragewe Win mail notice
oI4hecanceUa1ion or chanae to:
City of ~ g,risti
~.~!=~:S
j P.O.Box9277.
Corpus Christi, TX 78469-9277
.~~~ ~I
I:lm~):
R. M. Lee
Mailina .....
.... n 01 t2A-
CANCE~nON PROVISION OR COVERAGECIlANGE~~El\IJ;NT
T~ S:lt..~I~. A... .to...b8ellldorllmeat
(Ed.EfIi .. e3J92)
^^-
\VORKERS eOMPENSA TJON AND EMPLOYERS LIABILITY INSURANCE POLICY
we 420601
(ED. 7-85)
TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT
Thil. endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the
Wannation Page.
.tn the event of cance])ation or ottJer material change oflhe policy, we WJl1mail~vance notice lOthe person or organization
..d in the Schedule. The Dumber of days advance notice is shown in the Schedule.
nus endorsement shall not opeme directly or indirectly to benefrt anyone not DImed in the Schedule.
Schedule
J. Number of days advance notice: 30 /'
2. Notice will be mailed to:
City ofCoJp~Qhristi
~0(1DI~c:rin. Services
Aun:C9JJP'actAdndIlistnlor
P OBo:x9~77 .
Corp~ Cbristi,TX 78469-9277
."<;Cndors.,.ntchanICS the policy to which il is attac~ agel is efTective.~ the~a~~~1~~.gt.l1~:stit~4.;.
li'tfiinforma1ic:Jnbelow is requirtd Orily when this endorsement il iSluedsubsequel)ttopr~.~ti..or#~licy.)
Iotisemcnt ~ffcctive:
05-20-06
Policy No.
WC3504S58. 5
/
En4olsemeutNo.
N/A
......nce Company
WC42 06 01
Zurich America;-w Co
vi
COUDter5iJDed By:
""d
Berry Contracting, LP dba Bay, Ltd.
Name (Printed):
R.M.Lee
(Ed. 7~84)
Title (printed):
M~b1aP..-bJer