HomeMy WebLinkAboutC2006-454 - 9/12/2006 - Approved1
S P E C I A L P R O V I S
2006-454
09/12/06
M2006 -303
Garrett Construction Company
S P E C I F I C A T I O N S
A N D
O F C O N T R A C T S A N D B O N D S
F O R
MANSHM AREA DRAINAGE IMPROVEMENTS
PHASE 2A - 6A
B 20°4-REIGHBORHOOD STREET RECONSTRUCTION
CLUSTER FOUR- MANSHEIM /SUNNYBROOR AREA
LNV ENGINEERING
Engineers & Consultants
801 Navigation, Suite 300
Corpus Christi, Texas 78408
Phone: 361- 883 -1984
Fax: 361- 883 -1986
FOR
''ITY OF CORPUS CHRISTI, TEXAS
Phone: 361 -826 -3500
Fax: 361 -826 -3501
PROJECT NO: 2228
DRAWING NO: STO 511
•ti
MN tFftM O*EfR
.N••yM•M•..N H...•M..N•
SUMO•
e
,4"'`f cP". 7 AO
REVISED AND ISSUED
FOR RE -BID
Revised 6/27/99-
MANSHEIM AREA DRAINAGE IMPROVEMENTS
PHASE 2A - 6A
REVISED AND ISSUED FOR RE -BID
BOND 2004 - NEIGHBORHOOD RECONSTRUCTION- CLUSTER FOUR- MANSHEIM /SUNNYBROOK AREA
Table of Contents
NOTICE TO BIDDERS (P vised 10/21/98)
NOTICE TO CONTRACTORS - A
Insurarce Requ rement
NOTICE TO CONTRACTORS - B
Worker's Compe :sation Coverage For Building or Construction Projects
For Government Entities
PART A -- SPECIAL PROVISIONS
Time and Place of Receiving Proposals /Pre -Bid Meeting
Definitions and Abbreviations
T, 3 Description of Project
--4 Method of Awari /Explanati-on of Bid Items
Items to : >e Sur -mitted with Proposal
7 r Time of Complee- ion /Liquidated Damages
_.- Workers Compensation fnsuran_ce Coverage
1. ?- Faxed Proposal
Acknowledgment of Addend
0 wage Rate
- 1 Cooperation wi h Public Agencies
F. -2 Maintenance of Services
f-: -11.3 Area Access and Traffic Control
-14 Construction E„uipmen+_. Spillage and Tracking
A -15 Excavation and Removals
f• -16 Dsposal /1aiva ;e of Mater .3ls
i`. -7 Feld Office
• -18 Schedule end Sequence of Construction
1 9 Construction S7akinq
1 0 Testing and Ce-tifica-.ioc.
1 21 Project Signs
7 -r2 M1nority /Minor ty Business Enterprise Participation Policy (Revised 10/98)
1) 23 Inspection ReT,ired
A -24 Surety Bonds
A 25 Sales Tax-- Exem -tion NOT USED (6/11/98)
A -16 Supplemental Insurance Requirements
r� r� Respens-4i1 ty fee Damage Claims NOT USED
A -28 Considerations for Contract Award and Execution
A --29 Contractor's Field Administration Staff
P -?0 Amended "Consiceration of Contract" Requirements
A.
1 Amended Policy on Extra Work and Change Orders
A 12 Amended "Execution of Contract" Requirements
A-33 Conditions of Work
A -24 Precedence of Contract Documents
A -35-- - t-y otcr Fael 1iti -es- Special Requirements NOT USED
• Other Submittals
A -37 Amended "Arrangement nd Charge for Water Furnished by the City"
A. 38 Worker's Compersatlon Coverage for Building or Construction Projects for
,overnment Ent tier
Table of Contents
Page 1 of 5
PART W - DRAWINGS ('ontinued
3 +!
38
'9
4)
44.
4
46 .
4
48.
50.
51:
52.
50
54.
55
56.
57,
58,
59 - -70
71.
72.
73,
74.
75.
16,
77 - -78.
79.
B0 -81.
82- 83.
04.
85 - - -S8.
Easter /Fra kiin Street Plan & Profile (Proposed
Pc Sta +2 to Pt Sta 2 +20
Easter Street Plan & Profile (Proposed Street
Pc Sty 2 +2, to Pc Sta 6 +66
Franklin Street Plan & Profile
Pt Sta 7 +3 -1 to Sta 11+80.5
Franklin /Ester Street Plan
Sta 1L +80.', to Sta 11 +80.5
Easter Street Plan & Profile (Proposed Street
PT Std 7 +34 to 11- -80.5
Dodd Street Plan & Profile (Proposed
Sta 0 +70 tc Sta 4 + -00
Dodd Street Plan & Profile (Proposed
Sta 4 +00 tc Sta 6-+66
Cheryl Street Plan & Profile (Proposed Street
Sta 0 +59 to Sta 4 +00
Cheryl Street Plan & Profile (Proposed Street
Sta 4 +00 to PC Sta 6 +66
Cheryl Street Plan & Profile (Proposed Street
Pt Sta 7 +34 to Sta 11 +65
Cheryl Street Plan & Profile (Proposed Street
Sta 11+65 to Sta 13 +29
Blundell Street Plan & Profile (Proposed Stree
Sta 0 +70 to Sta 4 +00
Blundell Street Plan & Profile
Sta 4+00 to Pc Sta 6 +66
Blundell Street Plan & Profile (Proposed Street
Pt Sta 7 +34 to Sta 11 +20
Blundell Street Plan & Profile (Proposed Street
Sta 11 +20 to Sta 13 +29
Archer Drive Plan & Profile (Proposed Street &
PT Sta 0 +34 to Sta 4 +65
Archer Drive Plan & Profile (Proposed Street &
Sta 4 +65 to Sta 6 +29
Storm Water Laterals
Storm Water Laterals
Storm Water 'Laterals
Mansheim Boulevard Proposed striping layout
Basemaps -- Exist Waterlines
Basemaps - Exist Wastewater lines
Basemaps - Exist Storm water
Basemaps - Exist Gaslines
Perimeter signs and barricades traffic control plan
Traffic Control Plan General Notes Mansheim Blvd typical lane closures
Mansheim Blvd typical lane closures
Pavement markings (3)- OOA
Barricade anc construction standards (1)thru (9C) -98
Traffic Control Plan (3 -1) -98
Traffic Control Plan: (3 -3) -98
Traffic Control Plan - -10
Traffic Control Plan - -13
Traffic Control Plan- -17
Traffic Control Plan- -18
Miscellaneous Details
Curb, gutter, sidewalk & expansion joint details
Residential driveway details
Commercial driveway details
Sidewalk ramp details
Standard Water- details
Street & Storm Water)
& Storm Water)
(Proposed Street
& Profile (Proposed
& Storm Water)
Street & Storm Water)
& Storm Water)
Street & Storm Water)
Street & Storm Water)
& Storm Water)
& Storm Water)
& Storm Water)
& Storm Water)
t & Storm Water)
(Proposed Street
& Storm Water)
& Storm Water)
& Storm Water)
Storm Water)
Storm Water)
Table of Contents
Page 4 of 5
PART T TECHNICAL SPECIFICATIONS
5ecticn 001000 Pipe Bursting /Crushing Sanitary Sewers
Section 001200 Removing abandoned Structures
Seeticn 002100 Flexible Base
Section 002200 Ho? Mix Asphaltic Concrete Pavement
Section 002300 Concrete Farb Ramps
Section 002700 Sodding
Section 005000 Disinfection of Domestic Water Lines
Section 010000 Portland Cement Treated Materials (Road Mixed)
Secticr. 022020 Excavation & Backfill for Utilities & Sewers
Section. 025612 Concrete Sidewalks & Driveways
Section 028300 Re ocatio l of Fences
PART W - DRAWINGS
6A.
2+> -
2P.
Cover Sheet
Project Location Map
General Notes & Testing Schedule
Exist Typical Sections
Proposed Typical Sections
Proposed Add Alt Typical Sections
Proposed Typical Sections and Details
Proposed Adds Alt Typical Sections
Legend - Estimated Quantities
Proposed Overall Utilities
Control Layout and Benchmark Information
Removal Summary
Mansheim Boulevard Plan & Profile (Proposed Water & Wastewater)
Sta 0 +56 to Sta 5 +50
Mansheim Boulevard Plan & Profile (Proposed Water & Wastewater)
Sta 5 +50 to Sta 10 -00
Mansheim Boulevard Plan & Profile (Proposed Water & Wastewater)
Sta 10 +00 to Sta 14 +50
Mansheim Boulevard Plan & Profile (Proposed Water & Wastewater)
Sta 14+50 to Sta 17+78
Waterline /Wastewater le Laterals & Details
Water Tie --In Details
Water Tie-Tri Detai,_s
Gabriel Street Plan & Profile (Proposed Street & Storm Water)
Sta 0 +51 to Sta 3 +60
Gabriel Street Plan & Profile (Proposed Street & Storm Water)
Sta 3 +60 to PC Sta 6 +66
Mansheim Boulevard Plan & Profile (Proposed Street & Storm Water)
Sta 0 +56 to Sta
Mansheim Boulevard Plan & Profile (Proposed Street & Storm Water)
Sta 5 +50 to Sta 10 +00
Mansheim Boulevard Plan & Profile (Proposed Street & Storm Water)
Ste 10 +00 tc Sta 14 +50
Mansheim Boulevard Plan & Profile (Proposed Street & Storm Water)
Sta 14,50 Sta l '+93
Gabriel Street Plan & Profile (Proposed Street & Storm Water)
Pt Sta 7+34 to Sta 11 +20
Gabriel Street Plan & Profile (Proposed Street & Storm Water)
Sta 11,20 ta Sta 13+46
Dodd Street Plan & Profile (Proposed Street & Storm Water)
Pt Sta 7 +34 to Sta 11 +30
Dodd Street Plan & Profile (Proposed Street & Storm Water)
Sta 11+30 t( Sta 1 3 +5j
Franklln Street Plan & Profile (Proposed Street & Storm Water)
Pt Sta 2 +20 to Pc Sta h-66
Table of Contents
Page 3 of 5
PART W - DRAWINGS •ontinued)
-93 Standard WcstewaLer ietails
94-95. Standard storm wat er details
96. Precast siLgle bo ;. culverts 5' -O' span
96A. Cast in place sincle box culverts 5' -O' Span
Sign detail
�"�?• Sediment b water Falluti.on control measures
APPENDIX
- Geotechni _.al Investi_gation
P - Storm Water Pollution Prevention Plan
NOTICE
AGREEMENT
PROPOSAL /DISCLOSURE STATEMENT
PERFORMANCE BOND
PAYMENT BOND
Table of Contents
Page 5 of 5
NOTICE TO BIDDERS
NOTICE TO BIDDERS
'ealed proposals, addressed ro the City of Corpus Christi, Texas for:
MANSHEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A - 6A REVISED AND ISSUED FOR RE -BID
BOND 2004- NEIGHBORHOOD RECONSTRUCTION - CLUSTER FOUR- MANSHEIM /SUNNYBROOK AREA
eons sty: of street reconstru-tion, drainage improvements, water improvements and
,an. t ary sewer improvements for the following major items of work including 33,340
square ;'aids of eehat eeent treated existing material, one course surface
reutment, and 2 ' -2 ' HMACP (5,200 square feet of sidewalk, 20,000 linear feet
f : :..rb a ed gr ` r;:-, 752 linear feet of 1'x 5' concrete box culvert, 4,200 linear
`ee° of 1"-6(,)" RCP, I DA regeirements, 2,250 linear feet of 6 " -8" PVC waterline
,nd fittings, 1,800 linear feet .f pipe bursting 8" wastewater line, 465 linear
fee of 6" -- l0" PVC wastewater line and fittings, and manholes in accordance with
he plans, specie . cati .)n and eori Tact documents.
Bids will be received at the office of the City Secretary until 2:00 p.m. on
Wednesday, August 23, 2006 and then publicly opened and read. Any bid received
after closing time wilt be returned unopened.
A pre -bid meeting is sshedui€»d tor Tuesday, August 8, 2005, beginning at 10:00
A.M. The pre -bid meeting wit: be conducted by the City, and will convene at the
Engineering Services Main Conference Room, which is located at City Hall, 3rd
.lour at 1201 Leopard street, Corpus Christi, Texas. No additional or separate
visitations will be conductec; by the City.
R. bid bond in the amou.:_t or of the highest amount bid must accompany each
proposal. Failure to provide the bid bond will constitute a non- responsive
proposal which wi_1 no be censLdered. Failure to provide required performance
and payment bonds for :ontract:.s over 525,000.00 will result in forfeiture of
the 5'> b_d bond to the City as Liquidated damages. Bidder's plan deposit is
subject tc mandatory forfeiture to the City if bidding documents are not
returned to the City w thin two weeks of receipt of bids.
.ans, proposal forms, specifications and contract documents may be procured
from the City Engineer_ upon a deposit of Fifty and no /100 Dollars ($50.00) as
a guarantee of their return - ir:good condition within two weeks of bid date.
5c >cument._, can be obtained by mail upon receipt of an additional
($10.00) which
e nor: refundable postage /handling charge.
Tree bidder is hereby notified that the owner has ascertained the wage rates
which prevail rn the locality in which this work is to be done and that such
wage scale is set out :n the contract documents obtainable at the office of the
City Engineer and the Contractor shall pay not less than the wage rates so
shown for each craft or type 5f "laborer," "workman," or "mechanic" employed on
this project.
The 2ity reserves the right tr reject any or all bids, to waive irregularities
and Le accept the bid which, :n the City's opinion, seems most advantageous to
the ,ty and in the best i.ntefest of the public.
(:LTY OF CORPUS CHRISTI, TEXAS
,s /'Angel R. Escobar, P.E.
Director. of Engineering Services
is/ Armando Chapa
City Secretary
NOTICE TO CONTRACTORS - A
The City of Corpus Christi must be named as an additional insured on all coverages
except worker's compensation iability coverage.
The name of the Project must be listed under "description of operations" on each
_certificate of insurance.
For each insurance c:_verage, the Contractor shall obtain an endorsement to the
applicable insurance pciicy, signed by the insurer, providing the City with thirty
30 days prior written notrce of cancellation of or material change on any
coverage. The Contractor shall provide to the City the other endorsements to
insurance policies or eoverages which are specified in section B -6 -11 or Special
=-roJisions section of t.ne contract,
A completed "Disclosure of Interest" must be submitted with your proposal.
Should you have any questions regarding insurance requirements, please contact the
Contract Administrator at 880 -3500.
Page 2 of 2
NOTICE TO CONTRACTORS -- A
INSURANCE REQUIREMENTS
C:. rti < irate of -nsur, rice
s required:
Revised May, 2006
.icat:ing proof of coverage in the following amounts
TYPE OF INSURANCE
MINIMUM INSURANCE COVERAGE
30 -Day Notice of Cancellation required on
all certificates
Bodily Injury and Property Damage
PER OCCURRENCE / AGGREGATE
C<;mmet_ :ia General _,iabi itv it clndi -ng:
Commerci�_ ? -drm
2 Premises -- (pera t ons
Explosion and Collapse t.,azdu ri
Underground Nazar?
Products/ Ccmpiet =d Operdt L s
Hazard
rd
Contractual ractual i,i abi- Lity
Broad Form Property Damage
Independent Contractors
Personal Injury
$2,000,000 COMBINED SINGLE LIMIT
AUTOMOBILE ',IABII i `'V--- OWED NON -OWNED
OR RENTED
$1,000,000 COMBINED SINGLE LIMIT
WORKER``' COMPENSATT+ N
^ E-LOYE,RS ` IAB I LI'I
WHICH COMPLIES WITH THE TEXAS WORKERS'
COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHIBIT
$100,000
: X'ESS LIABILITY
$1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION L ABII,IT _'/
ENVIRONMENTAL IMPAIRMENT COVERA_. ;E
No?. limited to sudden & ,ccidencal
di_;ch, rge; to include Ior.g -ter-n
environmental impact for the dL;spo a! of
(:00taminantS
$2,000,000 COMBINED SINGLE LIMIT
REQUIRED
X NOT REQUIRED
BUILDERS' _s J SK
See Section B -6 -11 and Supplemental
Insurance Requirements
REQUIRED
X NOT REQUIRED
i NSTA:,LATI N FLOE
$100,000 Combined Single Limit
See Section B -6 -11 and Supplemental
Insurance Requirements
REQUIRED
X NOT REQUIRED
Page 1 of 2
i itle 2S. INSUR NCE
Part H. TEXAS WORKERS' COMPENSATION COMMISSION
Chapter 110. REQUIRED NOTICES OF COVERAGE
Subchapter B. EMPLOYER NOTICES
3 110.110 Reporting Requirements for Building or Construction Projects for Governmental
Entities
(a) The following words and terms, when used in this ruie, shall have the following meanings, unless
the context ciesrly indicates otherwise. Terms not defined in this rule shall have the meaning defined in
the Texas Labor Code, if so defined_
i) Certinc ate of coverage (certificate ; —A copy of a ceruicate of insurance, a certificate of authority
to seif-insure issued by the commission, cr a workers' compensation coverage agreement (TWCC -8I,
TWCC -82, TWCC -83, or TWCC -S4), showing statutory workers' compensation insurance coverage
for the person's or entity's employees (inciucing those subject to a coverage agreement) providing
services on a project, for the duration of the project.
(2) Building or construction —Has the meaning dented in the Texas Labor Code, § 406.096(e)(1)_
(3) Contractor - -A person bidding for or awarded a building or construction project by a governmental
entity.
(4) Coverage— Workers' compensation insurance meeting the statutory requirements of the Texas
Labor Code, § 40 1.01 1(44).
(5) Coverage agreement —A written agreement on form TWCC -81. form TWCC -S2, form TWCC -83.
or form TWCC -34, filed with the Texas Workers' Compensation Commission which establishes a
relationship between the parries for purposes of the Texas Workers' Compensation Act, pursuant to
the Texas Labor Code, Chapter 406, Subchapters F and G, as one of employer /employee and
establishes who will be responsible for providing workers' compensation coverage for persons
providing services on the project_
(6) Duration of the project — Includes the time from the beginning of work on the project until the
work on the project has been completed and accepted by the gover=ental entity.
(7) Persons providing services on the project ( "subcontractor" ii. § 406.096 of the Act)_VTth the
exception of persons excluded under subsections (h) and (i) of this section, includes all persons or
entities performing all or part of the services the contractor has undertaken to perform on the projea.
regardless or-whether that person contracted directly with the contractor and regardless of whether
that person has employees This inciudes but is not limited to independent contractors, subcontractors.
leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of
any entity fiirnishing persons to perform services on the project. "cervices" includes but is not 'muted
httD ! www scs.state_tx.usitacJ23/II/ i 10/Bill 0 110 htrni
NOTICE TO CONTRACTORS -
Revised 1/13/98)
Page 2 of 7
8/7/98
NOTICE TO CONTRACTORS - B
NOTICE TO CONTRACTORS - B
WORKER'S CC:'; ^:vSATION COVERAGE FOR
BUILDING CR CONSTRUCTION PROJECTS
FOR GOVERNMENT ENTITIES
-Texas law requires that -.ost contractors, subcontractors, and
others providing work cr services for a City building cr construction
prc- ect rust be covered by worker's compensation insurance, authorized
sei`_-- _assurance, or an approved worker's compensation coverage
agreement
Even if Texas law does not require a contractor, subcontractor
or ethers performing project services (including deliveries to the job
site) to provide 1 of the 3 forms of worker's compensation coverage,
the City will require such coverage for all individuals providing work
or services on this Projec7 at any time, including during the
maintenance guaranty period. _otor carriers which are required to
register with the Texas Depar : -ent of Transportation under Texas Civil
Statutes Article E675c, and which provide accidental insurance
coverage under Texaco Civil .statutes Article 6675c, Section 4(j) need
not trovide 1 ot the 3 forms cf worker's compensation coverage.
The Contractor agrees r_c comply with all applicable provisions
cf Texas Administrative rode Title 28, Section 110.110, a copy of
which is attached and deemed incorporated into the project contract.
Please note that under section 110.110:
1. certain anguage dust be included in the Contractor's
Contract with the City and the Contractor's contracts with
subcontractors and others providing services for the
Project;
the Contractor required to submit to the City
certificates of coverage for its employees and for all
subcontractors and others providing services on the Project.
The Contractor is required to obtain and submit updated
certificates showing extension of coverage during the
Project; and
the Contractor .:eauired to post the required notice at
the job slte.
By gn ing this Contract, the Contractor certifies that it will timely
como '.i th these Nc'ti ce o Contractors "B" requirements.
NOTICE :O CONTRACTORS -
(Revised 1/13/98)
Page 1 of 7
e/7 / ?g
"A(_: 1 10.1 10 Page 3 of 6
f) A contractor snail.
1) provide coverage for its empievee5 providing services on a project, f r the duration of the project
_ ased on proper reporting of classi�ca::on codes and payroll amounts and r±ng of any coverage
areernents;
2) provide a certificate of coverage snowing workers' compensation coverage to the governmental
entity prior to beginning work on :he project;
3) provide the governmental entity, prior to the end of the coverage period. a new certificate of
coverage showing extension of coverage, if the coverage period shown on the contractor's current
.erti&cate of coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing services on
project; and
B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after
the contractor knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they
are required to be covered, and stating how a person may verify current coverage and report failure to
provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other
cornnission rules. This notice must be printed with a title in at least 30 point bold type and text in at
Ieast 19 point normal type, and shall be in both English and Spanish and any other language common
to the worker population. The text for the notices shall be the following text provided by the
=mission on the sample notice, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes persons
providing, hauling, or delivering equipment or materials, or providing labor or transportation or other
service related to the project, regardless of the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 512 -440 -3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage,
or to report an employer's failure to provide coverage."
tp. / /www.sos_state_tx.usltacJ28TLL sos_state.tx.us/taci28/EU110/B/110.110.htrni
NOTICV TO CONTRACTORS - B
Revised 1/13/981
Page 4 of 7
8/7/98
Pane ? on-6
-.Nang, act ae ''•.'erinu eeuion ent or :::: pis_ or crov ding labor, tra_nnscer-at :on. or other
:c crojec :_ 'Services' does not i nn....e acts\ t e_ or elated to the proient. _nch as
OG' :7 enaors, c foe suopiy de?iveries, Lon ceiivery of cor-tzble toilets.
8) Preie ;— I:ciudes the : rc-.zsior, of ail services re :a:ed to a building or construction ccon act for a
govern :a: enure
;b) Prcv;air_2 or causing t be provided a certific-ate of coverage pursuant to this rule is a
representatioo by the insured that all employees of :he insured who are providing services on the
projec a_-e co•'ered by workers' compensation coverage, that the coverage is based on proper
eportinc of classification codes and payroll amounts, and that ail coverage agreements have been filed
with the appropriate insurance carrier or, in the case of a self - insured, with the commissions Division
of Self - Insurance Regulation. Providing false or misleading certificates of coverage, or failing to
provide or maintain required coverage, or failing to report any change that materially affects the
provision of coverage may subject the contractor or other person providing services on the project to
administrative cenalties, criminal penalties, civil penalties, or other civil actions.
(c) A govern- -ental entity that enters into a building or construction contract on a project shall:
(1) include in the bid specifications, all the provisions of paragraph (7) of this subsection, using the
language recuired by paras raph (7) of this subsection:
(2) as part of the contract using the language required by paras?raph (7) of this subsection, require the
contracts: to perform as required in subsection (d) of this section;
(3) obtain from the contractor a certificate of coverage for each person providing services on the
project_ prior to that person beginning work on the project;
(4) obtain from the contractor a new certificate of coverage showing extension of coverage:
(A) before the end of the current coverage period, if the contractor's current certificate o_fcoverage
shows that the coverage period ends during the duration of the project; and
(B) no later than seven days after the expiration of the coverage for each other person providing
services on the project whose current certificate shows that the coverage period ends during the
duration oft he project;
(5) retain certificates of coverage on file for the duration of the project and for three years thereafter;
(6) provide a copy of the certificates of coverage to the commission upon request and to any person
entitled them by law; Inc'.
(7) use the la: :_uage contained in the following Figure i for bid specifications and contracts. without
any additional words or changes, except those required to accornmociate the specific document in
which trapv are contained cr to impose stricter standards of documentation:
T28S 1 10 1 10(c)(7)
tb!
http : //w ww sos.state.tx_usita,22s,ZU1 10/B/110 1 10.htrd
NOTICE TO CONTRACTORS - 9
Revised 1/I3/9B1
-- -Page 3 of 7
8/7/98
LIU
rage o; o
for he. ooration of .c project, that the coverage will be based on proper reporting of classification
cones and aayroll amounts, and that all coverage agreements �ssion�'s Division of Self- Insurance
insurance carter or, : the case of a self--insured, with the
Re¢t_ anion. Providing false or misleading information may subject the contractor to administrative
penalties. criminal penalties, civil penalties. or other civil aeons."
(4) provide the person for whom it is providing services on the project, prior to the end of the
coverage period shown on its current certificate of coverage, a new certificate showing extension of
coverage, if the coverage period shown on the certificate of coverage ends during the duration of the
projet ;
(5) obtain from each person providing services on a project under contract to it, and provide as
required by its contract:
(A) a certificate of coverage, prior to the other person beginning work on the project; and
(B) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project -;
(6) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(7) notify the governmental entity in writing by certified mail or personal delivery, of any change that
materially affects the provision of coverage of any person services
of es change; a project and send
the nonce within ten days after the person knew or shoul d have known
(8) contractually require each other person with whom it contracts to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the duration
of the project;
(B) provide a certificate of coverage to it prior to that other person beginning work on the project;
(C) include in all contracts to provide services on the project the language in paragraph (3) of this
subsection;
(D) provide, prior to the end of the coverage period, a new certificate of coverage showing extension
of the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(E) obtain from each other person under contract to it to provide services on the project, and provide
as required by its contract:
(i) a certificate cate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
http :f /wvvw sos.state.nvus/tac/28/11/110/B/110 110.html
NOTICg TO CONTRACTORS - 8
Revised 1/13/98)
Page 6 of 7
8/7/98
tage4orb
1 1'D
( 8) rec •ie eOen ee�son wain wirer:.. contrac:3
p-ovzde services e:: a project to:
8) contractually
( :A orcvide coverage based on proper reponing of classification codes and payroii amounts and filing
tiny coverage agreerners for of Its e:rpicyees providing ser%-ices cn the project. for the duration
-film project;
CB) provide a certificate e: coverage to the contractor prior to that person beginning woric on the
project
(e)(3) (C) induce in all contract: :. to provide services cr. the project the language in subsection e 3 of this
section.
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of coverage
ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
therether ,
(G) notify the governmental entity in writing by certified mail or personal delivery, within ten days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(TI) contractually require each other person with whom it contra=s, to perform as required by
subparagraphs (A) -(H) of this paragraph., with the certificate of coverage to be provided to the person
for whom they are providing services.
(e) A person providing services on a project, other than a contractor, shall:
(1) provide coverage for its employees providing services on a project, for the duration of the project
based on proper reporting of classification codes and payroll amounts and filing of any coverage
agreements;
(2) provide a certificate or-coverage as required by its contract to provide services on the project,
prior to beginning work on the project;
(3) have the following language in its contract to provide services on the project: "By signing
this
contras or providing or causing to be provided a certificate of coverage, the person signing this
contract is representing to the governmental entity that all employees of the person signing this
cr ntract who will provide services on the project will be covered by workers' compensation coverage
imp://v,--ww.sos.state.tx.usitad23/11/110/B/110.110.html
NOTICE TO CONTRACTORS - B
Revised 1/13/98)
Page 5 cf 7
8/7/98
Page 6 of 6
duration of :he contract:
(F) retain ail required ce:: oa:es of coverage on die for the duration of the project and for one year
thereafter
{ U
notify the governme n:ai entity in writing by certified mail or personal delivery, within ten days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(1-1) contractually require each Gerson with whom it contracts, to perform as required by this -
subparagraph and subparagraphs (A) -(G) of this paragraph, with the certificate of coverage to be
provided to the person for ;whom they are providing services.
(f) If any provision of this rule or its application to any person or circumstance is held invalid, the
invalidity does not affect other provisions or applications of this rule that can be given effect without
the invalid provision or application, and to this end the provisions of this rule are declared to be
severable.
(g) This rule is applicable for building or construction contracts advertised for bid by a governmental
entity on or after September 1, 1994. This rule is also applicable for those building or construction
contracts entered into on or after September 1, 1994, which are not required by law to be advertised
for bid.
(h) The coverage requirement in this rule does not apply to motor carriers who are required pursuant
to Texas Civil Statutes, Article 6675c, to register with the Texas Department of Transportation and
who provide accidental insurance coverage pursuant to Texas Civil Statutes, Article 6675c, § 40).
(i) The coverage requirement in this rule does not apply to sole proprietors, partners, and corporate
officers who meet the requirements of the Act, § 406.097(c), and who are explicitly excluded from
coverage in accordance with the Act, § 406.097(a) (as added by House Bill 1089, 74th Legislature,
1995, § 1.20). This subsection applies only to sole proprietors, partners, and corporate executive
fhcers who are excluded from coverage in an insurance policy or certificate of authority to self-insure
that is delivered, issued for delivery, or renewed on or after January 1, 1996.
Source: The provisions of this § 110.110 adopted to be effective September I, 1994, 19 TexReg
5715; amended to be effective November 6, 1995, 20 TexReg 8609.
Return to Section Index
httpJlwww sos.state- tx.usitaci2S/IIT, 10B/110.110 html
NOTICE TO CONTRACTORS -
Revised 1/13/981
Page 7 of 7
8/7/98
PART A - SPECIAL PROVISIONS
A -4 Method of Award
The bids will be evaluated based on the following, subject to availability of
funds:
1. Total Base Bid, or
2. Total Base Bid with Alternative No. 1, and /or Alternative No.
2, and /or Alternative No. 3, and /or Alternative No.4
It is the intent of the City to award the lowest combination of Total Base
Bid and /or Alternatives, within the available project funding:
The City reserves the right to reject any or all bids, to waive
irregularities and to accept the bid which, in the City's opinion, is most
advantageous to the City and in the best interest of the public.
A -5 Items to be Submitted with Proposal
The following items are required to be submitted with the proposal:
1. 5% Bid Bond (Must reference MANSEEIM AREA DRAINAGE IMPROVEMENTS PHASE
2A -6A 2004- NEIGHBORHOOD STREET RECONSTRUCTION- MANSHEIM /SONNYBROOK AREA
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.)
2. Disclosure of Interests Statement
A -6 Time of Completion /Liquidated Damages
The working time for completion of the Project will be 470 calendar days.
The Contractor shall commence work within ten (10) calendar days after
receipt of written notice from the Director of Engineering Services or
designee ( "City Engineer ") to proceed.
For each calendar day that any work remains incomplete after the time
specified in the Contract for completion of the work or after such time
period as extended pursuant to other provisions of this Contract, $1,000.00
per calendar day will be assessed against the Contractor as liquidated
drateed
damages. Said liquidated damages are not imposed as a penalty but as an
estimate of the damages that the City will sustain from delay in completion
of the work, which damages by their nature are not capable of precise proof.
The Director of Engineering Services (City Engineer) may withhold and deduct
from monies otherwise due the Contractor the amount of liquidated damages due
the City.
A -7 Workers Compensation Insurance Coverage
If the Contractor's workers' compensation insurance coverage for its
employees working on the Project is terminated or canceled for any reason,
and replacement workers' compensation insurance coverage meeting the
requirements of this Contract is not in effect on the effective date of
cancellation of the workers' compensation insurance coverage to be replaced,
then any Contractor employee not covered by the required workers'
compensation insurance coverage must not perform any work on the Project.
Furthermore, for each calendar day including and after the effective date of
termination or cancellation of the Contractor's workers' compensation
insurance coverage for its employees working on the Project until the date
replacement workers' compensation insurance coverage, meeting the
requirements of this Contract, is in effect for those Contractor employees,
liquidated damages will be assessed against and paid by the Contractor at the
highest daily rate elsewhere specified in this Contract. Such liquidated
Section A - SP
(Revised 12/15/04)
Page 2 of 25
MANSHEIM AREA DRAINAGE IMPROVEMENTS
PHASE 2A -6A
REVISED AND ISSUED FOR RE -BID
BOND 2004- NEIGHBORHOOD STREET RECONSTRUCTION- CLUSTER 4
MANSHEIM/SUNNYBROOK AREA
SECTION A - SPECIAL PROVISIONS
A -1 Time and Place of Receiving Proposals /Pre -Bid Meeting
Seam -u proposals will be received in conformity with the official
advertisement inviting bids tor the project. Proposals will be received in
r -he )1fice of the 2ity Secretary, located on the first floor of City Hall,
1201 Leopard Street, until 2:00 p.m., Wednesday, August 23, 2006. Proposals
-nailed should he addressed in the following manner:
City of Corpus Christi
City Secretary's Of }ice
1201 Leopard Street
Corpus Christi, Texas 78401
ATTN: BID PROPOSAL -
MANSHEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A -6A
/ BOND 2004 NEIGHBORHOOD STREET RECONSTRUCTION -
CLUSTER FOUR MANSHEIM /SUNNYBROOK AREA;
PROJECT NO.2228
A pr,-. -bid meeting wAl be held on Tuesday, August 8, 2006, beginning at 10:00
a.m. The meeting will convene at the Engineering Services Main Conference
Room, Third Floor, City Hal], 1201 Leopard Street, Corpus Christi, TX. and
will include discussion of the project elements. . IL r�giostc44, -
visii ' -itl f,m1 Inw
No additional pr separate visitations will be conducted by the City.
A -2 Definitions and Abbreviations
Section B -1 of the General Provisions will govern.
A -3 Description of Project
MANSHEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A - 6A REVISED AND ISSUED FOR RE-
BID -BOND 2004 - NEIGHBORHOOD STREET RECONSTRUCTION - MANSHEIM /SUNNYBROOK AREA
consists of street reconstruction, drainage improvements, water improvements
and sanitary sewer improvements for the following major items of work
including 33,340 square yards of rehab - -- cement treated existing material,
one curse surface treatment, and 2 " -2 HMACP, 65,200 square feet of
=idewa i k, 20,000 li year feet of curb and gutter, 700 linear feet of 5'x 5'
-oncrete box elver'., 4,210 linear feet of 18 " - -60" RCP, ADA requirements,
2.50 linear f cet of 6"-8' PVC waterline and fittings, 1,800 linear feet of
pipe bursting 8" w- stewatEr line, 465 linear feet of 6" 10" PVC wastewater
line and fittings, lnd manholes in accordance with the plans, specification
contract_ documents.
Section A - SP
(Revised 12/15/04)
Page 1 of 25
1- 800 -669- 8344, and the Southwestern Bell Locate Group at 1- 800 - 828 -5127.
Contractor's convenience, the following telephone numbers are listed.
City Engineer
Project Engineer
Dan S. Leyendecker, P.E
LNV Engineering
Traffic Engineering
Police Department
Water Department
Wastewater Department
Gas Department
Storm Water Department
Parks & Recreation Department
Streets & Solid Waste Services
A E P
S B C /AT &T
City Street Div. for Traffic
Signal /Fiber Optic Locate
Cablevision
ACSI (Fiber Optic)
KMC (Fiber Optic)
ChoiceQ n (Fiber optic)
CAPROCK (Fiber Optic)
Brooks Fiber Optic (MAN)
A -12 Maintenance of Services
826 3500
883 -1984
826 -3540
882 -1911
826 -1880
826 -1818
885 -6900
826 -1881
826 -3461
857 -1970
299 -4833 (693 -9444 after hours)
881 -2511 (1- 800 - 824- 4424,after hours)
(880 -3140 after hours)
(880 -3140 after hours)
(885 -6900 after hours)
(880 -3140 after hours)
857 -1946
857 -5000
887 -9200
813 -1124
881 -5767
512/935 -0958
972- 753 -4355
857 -1960
(857 -5060 after hours)
(Pager 800 - 724 -3624)
(Pager 888 -204 -1679)
(Pager 850 -2981)
(Mobile)
For the
The Contractor shal' take all precautions in protecting existing utilities,
both above and below ground. The Drawings show as much information as can be
reasonably obtained from existing as -built drawings, base maps, utility
records, etc. and from as much field work as normally deemed necessary for
the construction of this type of project with regard to the location and
nature of underground utilities, etc. However, the accuracy and completeness
of such information is not guaranteed. It is the Contractor's sole and
complete responsibility to locate such underground features sufficiently in
advance of his operations to preclude damaging the existing facilities. If
the Contractor encounters utility services along the line of this work, it is
his responsibility to maintain the services in continuous operation at his
own expense.
In the event of damage to underground
drawings, the Contractor shall make the
utilities back in service to construct the
the Contract price. All such repairs must
company or agency that owns the utilities.
utilities, whether shown in the
necessary repairs to place the
work as intended at no increase in
conform to the requirements of the
Where existing 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 Contractor either by connection into other sewers or by temporary
pumping to a satisfactory outlet, all with the approval of the City Engineer.
Sewage or other liquid must not be pumped, bailed or flumed over the streets
cr ground surface and Contractor must pay for all fines and remediation that
may result if sewage or other Liquid contacts the streets or ground surface.
It is also the Contractor's responsibility to make all necessary repairs,
relocations and adjustments to the satisfaction of the City Engineer at no
increase in the Contract price. Materials for repairs, adjustments or
relocations of sewer service lines must be provided by the Contractor.
Section A - SP
(Revised 12/15/04)
Page 4 of 25
damages will accumulate without notice from the City Engineer to the
Contractor and will be :assessed and paid even if the permitted time to
complete the Project has not expired.
In accordance with other requirements of this Contract, the Contractor shall
not permit subcontractors or others to work on the Project unless all such
individuals working on the Project are covered by workers' compensation
insurance and unies the required documentation of such coverage has been
provided to the Con- ractor arid the City Engineer.
A -8 Faxed Proposals
Proposals faxed directly to the City will be considered non - responsive.
Proposals must contain original signatures and guaranty and be submitted in
accordance with Section B -> of the General Provisions.
A -9 Acknowledgment of Addenda
The Contractor shall acknowledge receipt of
appropriate space provided in the proposal
interpreted as non - receipt. Since addenda can
proposal, failure to acknowledge receipt, and
ion- receipt, could have an adverse effect
responsible bidder.
A -10 Wage Rates (Re rised 7/Y00)
all addenda received in the
. Failure to do so will be
have significant impact on the
a subsequent interpretation of
when determining the lowest
Labor preference anc< wage rates for heavy construction and heavy /highway. In
ease of conflict, Contractor shall use higher wage rate.
Minimum Prevailing Wage Scales
The Corpus Christi City Counci; has determined the general prevailing minimum hourly wage
rates for Nueces County, Texas as set out in Part C. The Contractor and any subcontractor
must not pay less than the specified wage rates to all laborers, workmen, and mechanics
employed by them in the execution of the Contract. The Contractor or subcontractor shall
forfeit sixty dollars ($60.00) per calendar day, or portion thereof, for each laborer,
workman, or mechanic employed, if such person is paid less than the specified rates for the
classification of work performed. The Contractor and each subcontractor must keep an
accurate record showing the names and classifications of all laborers, workmen, and mechanics
employed loyed by them in connection with the Project and showing the actual wages paid to each
worker
The Contractor will make bi- weekly certified payroll submittals to the City Engineer. The
Contractor will also obtain copies of such certified payrolls from all subcontractors and
others working on the Project. These documents will also be submitted to the City Engineer
bi-weekly. (See section for Minority /Minority Business Enterprise Participation Policy for
additional requirements concerning the proper form and content of the payroll submittals . )
One and one -half (13) times the specified hourly wage must be paid for all hours worked in
excess of 40 hours in any one week and for all hours worked on Sundays or holidays. (See
Section P - -1 -1, Definition: of Terris, and Section B-7 -6, Working Hours.)
A -11 Cooperation with Public Agencies (Revised 7/5/00)
The Contractor shall cooperate wi
within the limits of the Projec
notice to any applicable agency
facility by using the Pig Tess
th all public and private agencies with facilities operating
t. The Contractor shall provide a forty -eight (48) hour
when ',pork is anticipated to proceed in the vicinity of any
at 1 800 -344 8377, the Lone Star Notification Company at
Section A - SP
(Revised 12/15/04)
Page 3 of 25
the proposal and as shown in the construction drawings on sheet 11 - Removal
Summary.
A -16 Disposal /Salvage of Materials
Excess excavated material, broken
other unwanted material becomes the
removed from the site by the Con
considered subsidiary; therefore,
Contractor.
A -17 Field Office
asphalt, concrete, broken culverts and
property of the Contractor and must be
tractor. The cost of all hauling is
no direct payment will be made to
The Contractor must furnish the City Engineer or his representative with a
field office at the construction site. The field office must contain at least
20 square feet of useable space. The field office must be air - conditioned
and heated and must be furnished with an inclined table that measures at
least 30" x 60" and two (2) chairs. The Contractor shall move the field
office on the site as required by the City Engineer or his representative.
The field office must be furnished with a telephone (with 24 -hour per day
answering service) and FAX machine paid for by the Contractor. There is no
separate pay item for the field office.
A -18 Schedule and Sequence of Construction
The Contractor shalt submit to the City Engineer a work plan based only on
cALRWDAR days. This plan must detail the schedule of work and must be
submitted to the City Engineer at least three (3) working days prior to the
pre- construction meeting.
The plan must indicate the schedule of the following work items:
1. Initial Schedule: Submit to the City Engineer three (3) days prior to
the Pre- Construction Meeting an initial Construction Progress Schedule
for review.
Items to Include: Show complete sequence of construction by activity,
identifying Work of separate stages and other logically grouped
activities. Identify the first work day of each week.
Submittal Dates: Indicate submittal dates required for all submittals
for the entire project.
4 Re- Submission: Revise and resubmit as required by the City Engineer.
5. Periodic Update: Submit Updated Construction Progress Schedule to show
actual progress of each stage by percentage against initial Schedule.
For each calendar day that any work remains incomplete after the time
specified in the Contract for completion of the work or after such time
period as extended pursuant to other provisions of this Contract, $1,000.00
per calendar day will be assessed against the Contractor as liquidated
damages. Said liquidated damages are not imposed as a penalty but as an
estimate of the damages that the City will sustain from delay in completion
of the work, which damages by their nature are not capable of precise proof.
The Director of Engineering Services (City Engineer) may withhold and deduct
from monies otherwise due to the Contractor the amount of liquidated damages
due to the City from the monthly pay estimate.
Section A - SP
(Revised 12/15/04)
Page 6 of 25
A -13 Area Access and Traffic Control
Sufficient traffic control measures must be used to assure a safe condition
and to provide a minimum o-- inconvenience to motorists and the public.
All weather access must be provided to all residents and businesses at all
times during construction. The Contractor must provide temporary driveways
and /or roads of approved material during wet weather. The contractor must
maintain a stockpile on the project site to meet the demands of inclement
weather.
The contractor will be required to schedule his operations so as to cause
minimum adverse impact on the accessibility of the museum and public. This
may include, but is not limited to, working driveways in half widths,
construction of temporary ramps, etc.
The Contractor shall comply with the City of Corpus Christi's Uniform
Barricading Standards and Practices as adopted by the City. Copies of this
document are available through the City's Traffic Engineering Department. The
Contractor shall secure the necessary permit from the City's Traffic
Engineering Department.
A ll e -ts- for - traffie --e -
payment will- be grade to Cont -F etor.
A traffic control plan is included in the drawings. A traffic control bid
item has been included for street and utility improvements as shown in the
proposal. This bid item shall include all labor, materials, equipment, and
other incidentals required to provide temporary traffic controls during
construction activities.
A -14 Construction Equipment Spillage and Tracking
The Contractor shall keep the adjoining streets free of tracked and /or
spilled materials going to or from the construction area. Hand labor and /or
mechanical equipment must be used where necessary to keep these roadways
clear of job related materials. Such work must be completed without any
increase in the Contract pr _ce .
Streets and curb line must be cleaned at the end of the work day or more
ft_quently, if necessary, to prevent material from washing into the storm
sewer system. No visible material that could be washed into storm sewer is
allowed to remain on the Project site or adjoining streets.
A -15 Excavation and Removals
The excavated areas behind curbs and adjacent to sidewalks and driveways must
be filled with "clean" dirt. "Clean" dirt is defined as dirt that is capable
of providing a good growth of grass when applied with seed /sod and
fertilizer. The dirt must be free of debris, caliche, asphalt, concrete and
any other material tlat detracts from its appearance or hampers the growth of
grass
All existing concrete and asphalt within the limits of the Project must be
removed unless otherwise noted
Al necessary removals including but not limited to pipe, driveways,
s ciewalks, et.c . , are to be cons4. - . _ _ _ to the bid item for "Street
E, rvat Win" t h e o, no- direct payment -r411 be made to Contractor paid by
tote linear foot of baseline for each street from R.O.W. to R.O.W. as shown in
Section A - SP
(Revised 12/15/04)
Page 5 of 25
City acceptance of the project will be described in an Acceptance Memorandum
to the Contractor.
The warranty will begin on the date that the Acceptance Memorandum is issued
to the Contractor.
A -19 Construction Project Layout and Control
The drawings may depict but not necessary include: lines, slopes, grades,
sections, measurements, bench marks, baselines, etc. that are normally
required to construct a project of this nature.
Major controls and two (2) bench marks required for project layout, will be
provided by the City or Consultant Project Engineer.
The Contractor shall furnish all lines, slopes and measurements necessary for
control of the work.
If, during construction, it is necessary to disturb or destroy a control
point or bench mark, the Contractor shall provide the City or Consultant
Project Engineer 48 hours notice so that alternate control points can be
established by the City or Consultant Project Engineer as necessary, at no
cost to the Contractor. Control points or bench marks damaged as a result of
the Contractor's negligence will be restored by the City or Consultant
Project Engineer at the expense of the Contractor.
[f, for whatever reason, it is necessary to deviate from proposed line and
grade to properly execute the work, the Contractor shall obtain approval of
the City or Consultant Project Engineer prior to deviation. If, in the
opinion of the City or Consultant Project Engineer, the required deviation
would necessitate a revision to the drawings, the Contractor shall provide
supporting measurements as required for the City or Consultant Project
Engineer to revise the drawings.
The Contractor shall tie in or reference all valves and manholes, both
existing and proposed, for the purpose of adjusting valves and manholes at
the completion of the paving process. Also, the City or Consultant Project
Engineer may require that the Contractor furnish a maximum of two (2)
personnel for the purpose of assisting the measuring of the completed work.
The Contractor shall provide the following certification for documentation
and verification of compliance with the Contract Documents, plans and
specifications. Said compliance certification shall be provided and prepared
by a Third Party or in house independent Registered Professional Land
Surveyor (R.P.L.S.) Licensed in the state of Texas retained and paid by the
Contractor. The Third Party or in house R.P.L.S. shall be approved by the
City prior to any work. Any discrepancies shall be noted by the Third Party
or in house Surveyor and certify compliance to any regulatory permits.
Following is the minimum schedule of documentation required:
Streets:
• All curb returns at point of tangency /point of circumference
• Curb and gutter flow line - both sides of street on a 200' interval;
• Street crowns on a 200' interval and at all intersections.
Wastewater:
• All rim /invert elevations at manholes;
• All intersecting lines in manholes;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permits).
Water:
• All top of valves box;
• Valves vaults rim;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permits).
Section A - SP
(Revised 12/15/04)
Page 8 of 25
Days Allocation for Rain
The contractor shali antic pate the following number of work days lost due to
rain in determining the contract schedule for each part of the contract. A
rain day is defined as an/ day in which the amount of rain measured by the
National Weather Service at the Power Street Stormwater Pump Station is 0.50
inch or greater. No extension of time will be considered until the expected
dumber- of rain days. has beer, exceeded and the Engineer has agreed that the
status of construction was such that there was an impact detrimental to the
Tonst-uction schedule.
aanuary 3 Days May 4 Days September 7 Days
February 3 Days June 4 Days October 4 Days
March 2 Days July 3 Days November 3 Days
April 3 Days August 4 Days December 3 Days
Completion shall be based on satisfactory work, completed, tested, in
accordance with the plan, specifications, and contract documents and
connected to the existing system, and accepted by the City for the entire
project.
Certificate of Completion
The requirements to issue the Contractor a Certificate of Completion are the
following (Project Acceptance Procedures Check List):
(1) Final inspection (Contractor shall have red lined set ready to
submit to City with all corrections /notes- Engineering Services to
coordinate As -Built plan preparation with A/E Consultant).
(2) Inspector prepares final quantities, contractor evaluation form,
and project summary.
(3) Inspector /Engineer verifies that all submittals, payrolls,
Inspection Reports, As- Builts, O &M manuals (in electronic format
as required), SCADA documentation, and other Field Information
are complete.
(4) Contractor reviews and agrees to final quantities or differences
agreed upon by Contractor and Inspector.
(5) Final estimate reviewed by City Construction Engineer.
(6) City Construction Engineer submits to Engineering Administrative
Asst., the filial estimate and Contractor evaluation form and
Project Acceptance Procedures Check List.
(7) Final payment checklist:
(a) Affidavit that all bills have been paid, "Waiver of
Lien"
(b) Submittal of all remaining payrolls
(c) Submittal of MBE letter on what Contractor has
actually subcontracted through end of project
( +) If - CDBG project, all federal forms completed and
submitted
(8) Final Acceptance Memorandum prepared by Administrative Assistant
%9) Administrative Asst. reviews for completeness, funding
availability, prepares financial paperwork
(10) Administrative Asst. submits to director of Engineering
Services'Operating Department. Head for approval and forwarding to
Asst. City Manager
(11) Final Acceptance memo returned from Asst. City Manager
(12) Authorization for payment (AFP) prepared and submitted to
Account ing Department
(13) Contractor receives final payment after City Council (if required
or Asst. City Manager accepts project.
(14) Administ -ative Asst. sends letter to Contractor informing him or
her when one year warranty date begins (Acceptance Memorandum).
Section A - SP
(Revised 12/15/04)
Page 7 of 25
considered as minorities. Minority person(s) must collectively
own, operate and /or actively manage, and share in payments from
such an enterprise in the manner hereinafter set forth:
1. Owned
(:3) For a sole proprietorship to be deemed a minority
business enterprise, it must be owned by a minority
person.
04 For an enterprise doing business as a partnership, at
least 51.0% of the assets or interest in the
partnership property must be owned by one or more
minority person(s).
(c) 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 primary power, direct or indirect, to manage a business
enterprise rests with a minority person(s).
3. Share in Payments
Minority partners, proprietor or stockholders, of the
enterprise, as the case may be, must be entitled to receive
51.0% or more of the total profits, bonuses, dividends,
interest payments, commissions, consulting fees, rents,
procurement, and subcontract payments, and any other
monetary distribution paid by the business enterprise.
d Minority: See definition under Minority Business Enterprise.
e Female Owned Business Enterprise: A sole proprietorship that is
owned and controlled by a woman, a partnership at least 51.0% of
whose assets or partnership interests are owned by one or more
women, or a corporation at least 51.0% of whose assets or interests
in the corporate shares are owned by one or more women.
i Joint Venture: A joint venture means an association of two or more
persons, partnerships, corporations, or any combination thereof,
founded to carry on a single business activity which is limited in
scope and direction. The degree to which a joint venture may
satisfy the stated MBE goal cannot exceed the proportionate
interest of the MBE as a member of the joint venture in the work to
be performed by the joint venture. For example, a joint venture
which is to perform 50.0% of the contract work itself and in which
a minorit -; joint venture partner has a 50.0% interest, shall be
deemed equivalent to having minority participation in 25.0% of the
work. Minority members of the joint venture must have either
financial, managerial, or technical skills in the work to be
performed by the joint venture.
Section A - SP
(Revised 12/15/04)
Page 10 of 25
Stormwater:
• All rim /invert elevations at manholes;
• All intersecting lines in manholes;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permits).
This item shall be paid for as a lump sum as shown in the proposal.
A -20 Testing and Certification
All tests required under this item must be done by a recognized testing
laboratory selected by the City Engineer. The cost of the laboratory testing
will be borne by the City. In the event that any test fails, that test must
be done over after corrective measures have been taken, and the cost of
retesting will be borne by the Contractor and deducted from the payment to
the Contractor.
The Contractor must provide all applicable certifications to the City
Engineer.
A -21 Project Signs
The Contractor must furnish and install two (2) Project signs as indicated in
the following drawing (Attachment I). The signs must be installed before
construction begins and will be maintained throughout the Project period by
the Contractor. The location of the signs will be determined in the field by
the City Engineer,
A -22 Minority /Minority Business Enterprise Participation Policy (Revised 10 /98)
Policy
it is the policy of the City of Corpus Christi that maximum opportunity
is afforded minorities, women and Minority Business Enterprises to
participate in the performance of contracts awarded by the City of
Corpus Christ: 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 such
policy, the City has established goals, as stated herein, both for
minority and female participation by trade and for Minority Business
Enterprise.
Definitions
a Prime Contractor: Any person, firm, partnership, corporation,
association or joint venture as herein provided which has been
awarded a City contract.
b. Subcontractor: Any named person,
association, or joint venture as
work, labor, services, supplies
combination of the foregoing under
on a City contract .
firm, partnership, corporation,
herein identified as providing
, equipment, materials or any
contract with a prime contractor
c Minority Business Enterprise: A business enterprise that is owned
and controlled by one or more minority person(s). Minority persons
include Blacks, Mexican- Americans and other persons of Hispanic
origin, American Tndians, Alaskan Natives, and Asians or Pacific
islanders. Foy Me purposes of this section, women are also
Section A - SP
(Revised 12/15/04)
Page 9 of 25
the bond amount that exceeds ten percent (10 %) of the Surety
Company's capital and surplus with reinsurer(s) authorized to do
business in the State of Texas. The amount of the bond reinsured
by any reinsurer may not exceed ten percent (10 %) of the
reinsurer's capital and surplus. For purposes of this section, the
amount of allowed capital and surplus will be verified through the
State Board of Insurance as of the date of the last annual
statutory financial statement of the Surety Company or reinsurer
authorized and admitted to do business in the State of Texas. The
Surety shall designate an agent who is a resident of Nueces County,
Texas. 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 or must obtain reinsurance for any
liability in excess of $100,000 from a reinsurer that is certified
by the United States Secretary of the Treasury and that meets all
the above requirements. The insurer or reinsurer must be listed in
the Federal Register as holding certificates of authority on the
date the bond was issued."
A -25 Sales Tax Exemption (NOT USED)
Section B 6 22, Tax Exemption Provision, is deleted in its entirety and the
in lieu thereof.
Contracts for improvements to real property awarded by the City of Corpus
Christi do not qualify for exemptions of sales, Excise, and Use Taxes unless-
to
Section 3.291 of Chapter 3, Tax Administration of Title 34, Public Finance of
1-he Texas Administrative Code, or such other rules or regulations as may be
re u gated by the Comptroller of Public Accounts of Texas.
If thc Contractor c._
1. Obtain t-hc cssary �ale.� tax permits from thc State Comptroller.
A --Identify in the
Other Charges" in the proposal
incorporated in- te-the Project.
form the cost of materials physi ally
3 Provide resale ecrtifi ates to .uppliers.
Provide the City with copies of material invoices to substantiate the
of mate-- riala.
IA the Contractor does not elect to operate under a separated contract, he
must pay for al-1- Sales, Excise, and Use Taxes applicable to this Project.
Subcontractors arc eligible for sales tax exemptions if the subcontractor
also eonplies-- with the above requirements. The Contractor must issue a
he -sa1- certificate to - --t-he subcontractor and thc subcontractor, in turn,
i -s cert i-ti-eac«c, his supplier.
A -26 Supplemental Insurance Requirements
Por each insurance coverage provided in accordance with Section B -6 -11 of the
Contract, the Contractor shall obtain an endorsement to the applicable
insurance policy, signed by the insurer, stating:
Section A - SP
(Revised 12/15/04)
Page 12 of 25
Goals
The goals for participation by minorities and Minority Business
Enterprises expressed in percentage terms for the Contractor's
aggregate work force on all construction work for the Contract
award are as follows:
Minority Participation Minority Business Enterprise
(Percent) Participation (Percent)
45 % 15 %
These goals are 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 employees from Contractor to
Contractor or from project to project for the sole purpose of
meeting the Contractor's percentage is prohibited.
4 Compliance
a Upon completion of the Project, a final breakdown of MBE
participation, :substantiated by copies of paid invoices, shall be
submitted by the Contractor to the City Engineer.
The Contractor shall make bi-weekly payroll submittals to the City
Engineer. The Contractor is to indicate the percent of minority and
female participation, 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 been achieved. The City Engineer may
withhold monthly or final payments to the Contractor for failure to
submit bi weekly payrolls in a timely fashion or to submit overall
participation information as required.
A -23 Inspection Required (Revised 7/5/00)
The Contractor shall assure
Building Inspection Division
permit is required and tc
eoleted and r ady for oc
the appropriate building inspections by the
at the various intervals of work for which a
assure a final inspection after the building is
. i
when applicable Section B -6 -2 of the General Provisions is hereby
amended in that the Contractor must pay all fees and charges levied by the
city's Building Inspection Department, and all other City fees, including
water /wastewater meter fee .< and tap fees as required by City.
A -24 Surety Bonds
Paragraph two (2) of Section B -3 -4 of the General. Provisions is changed to
read as follows:
"No surety wit 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 litigat.on 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 (1O°%) of the Surety Company's capital and surplus,
the Surety Company shall provide certification satisfactory to the
ty Attorney 7hat the Surety Company has reinsured the portion of
Section A - SP
(Revised 12/15/04)
Page 11 of 25
A -28 Considerations for Contract Award and Execution
To allow the City Engineer to determine that the bidder is able to perform
its obligations under the proposed contract, then prior to award, the City
Engineer may requir <> a bidder to provide documentation concerning:
Whether any 1:ens have been filed against bidder for either failure to
pay for services or materials supplied against any of its projects begun
within the preceding two (2) years. The bidder shall specify the name
and address of the party holding the lien, the amount of the lien, the
basis for the lien claim, and the date of the release of the lien. If
any such lien has not been released, the bidder shall state why the
claim has not been paid; and
2. Whether there are any 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 explanation why the claim has not been paid.
A bidder may also be required to supply construction references and a
financial statement, prepared no later than ninety (90) days prior to the
city Engineer's request, signed and dated by the bidder's owner, president or
other authorized party, specifying all current assets and liabilities.
A -29 Contractor's Field Administration Staff
The Contractor shall employ for this Project, as its field administration staff,
superintendents and foremen who are careful and competent and acceptable to the City
Engineer.
The criteria upon which the City Engineer makes this determination may include the
following:
The Superintendent must have at least five (5) years recent experience in field
management and oversight of projects of a similar size and complexity to this
Project. This experience must include, but not necessarily limited to,
scheduling of manpower and materials, safety, coordination of subcontractors,
and familiarity with the submittal process, federal and state wage rate
requirements, and City contract close -out procedures.
The superintendent shall be present, on the job site, at all times that work is
being performed.
Foremen, if utilized, shall have at least five (5) years recent experience in
similar work and be subordinate to the superintendent.
Foremen cannot act as superintendent without prior written approval from the
City.
Documentation concerning these requirements will be reviewed by the City Engineer.
The Contractor's field administration staff, and any subsequent substitutions or
replacements thereto, must be approved by the City Engineer in writing prior to such
superintendent assuming responsibilities on the Project.
Such written approval of field administration staff is a prerequisite to the City
Engineer's obligation to execute a contract for this Project. If such approval is
not obtained, the award may be rescinded. Further, such written approval is also
necessary prior to a change in field administration staff during the term of this
Contract. If the Contractor fails to obtain prior written approval of the City
Engineer concerning any substitutions or replacements in its field administration
staff for this Project during the term of the Contract, such a failure constitutes a
basis to annul the Contract pursuant to section B -7 -13.
Section A - SP
(Revised 12/15/04)
Page 14 of 25
In the event of cancellation or material change that reduces or
restricts the insurance afforded by this coverage part, each insurer
covenants to mail prior written notice of cancellation or material
change to
1. Name:City of Corpus Christi
Engineering Services Department
Attn: Contract Administrator
Address: P.O.. Box 9277
Corpus Christi, Texas 78469 -9277
Number of days advance notice: 30
The Contractor shall provide to the City Engineer the signed endorsements, or
copies thereof certified by the insurer, within thirty (30) calendar days
after the date the City Engineer requests that the Contractor sign the
Contract documents_
Within thirty (30) calendar
that the Contractor sign the
the City Engineer with a
Contractor provides worker
days after the date the City Engineer requests
Contract documents, the Contractor shall provide
certificate of insurance certifying that the
's compensation insurance coverage for all
employees of the Contractor employed on the Project described in the
Contract.
For each insurance ,:overage provided in accordance with Section B -6 -11 of the
Contract, the Contractor shall obtain an endorsement to the applicable
insurance policy, signed by the insurer, stating that the City is an
additional insured under the insurance policy. The City need not be named as
additional insured on Worker's compensation coverage.
For contractual liability insurance coverage obtained in accordance with
Section B -6 -11 (a of the Contract, the Contractor shall obtain an
endorsement to this coverage stating:
Contractor agrees to indemnify, save harmless and defend the City,
its agents, servants, and employees, and each of them against and
hold it and !hem harmless from any and all lawsuits, claims,
demands, liabilities, losses and expenses, including court costs
and attorneys' fees, for or on account of any injury to any person,
or any death a- any time resulting from such injury, or any damage
to any property, which may arise or which may be alleged to have
arisen out of or it connection with the work covered by this
Contract. The foregoing indemnity shall apply except if such
injury, death or damage is caused directly by the negligence or
other fault of the City, its agents, servants, or employees or any
person indemnified hereunder.
A -27 Responsibility for Damage Claims NOT USED
Paragraph - -+a - General -- Liability of Scction B 6 11 of the General Provisions
is amended to i-nclutlea-
Contractor -must - grovi<ie Builder's
coverage for the- to -m --or the Contract up to and including the date the
City finally aecepto the Project or
F-1oa- te--- coverage must be an "All Rick" form. Contractor must pay all
cosmos -- ecncary - -to - ocu-re -such- Builder's Risk or Installation Floater
insurance coverage,- including any deductible. The City must be named
additional insured-e+- y policic-
Section A - SP
(Revised 12/15/04)
Page 13 of 25
10. Within five (5) days following bid opening, submit in letter form,
information identifying type of entity and state, i.e., Texas (or other
state) Corporation or Partnership, and name(s) and Title(s) of
individual(s) authorized to execute contracts on behalf of said entity.
A -31 Amended Policy on Extra Work and Change Orders
Under "General Provisions and Requirements for Municipal Construction Contracts" B -8 -5
Policy on Extra Work and Change Orders the present text is deleted and replaced with the
following:
Contractor acknowledges that the City has no obligation to pay for any extra work
for which 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
acknowledges that any change orders in an amount in excess of $25,000.00 must also
be approved by the City Council.
A-32 Amended "Execution of Contract" Requirements
Under "General Provisions and Requirements for Municipal Construction Contracts" B -3 -5
Execution of Contract add the following:
The award of the Contract 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
City Manager, City Secretary, and City Attorney, or their authorized 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 Cite Engineer delivers the signed Contracts to the Contractor.
A -33 Conditions of Work
Each bidder must familiarize himself fully with the conditions relating to the
completion of the Project. Failure to do so will not excuse a bidder of his
obligation to carry out the provisions of this Contract. Contractor is reminded to
attend the Pre -Bid Meeting referred to in Special Provision A -1.
A -34 Precedence of Contract Documents
In case of conflict in the Contract documents, first precedence will be given
to addenda issued during the bidding phase of the Project, second precedence
will be given to the Special Provisions, third precedence will be given to
the construction plans, fourth precedence will be given to the Standard
Specifications and the General Provisions will be given last precedence. In
the event of a conflict between any of the Standard Specifications with any
other referenced specifications, such as the Texas Department of Public
Transportation Standard Specifications for Highways, Streets and Bridges,
ASTM specifications, etc., the precedence will be given to addenda, Special
Provisions and Supplemental Special Provisions (if applicable), construction
plans, referenced specifications, Standard Specifications, and General
Provisions, in that carder.
A -35 City Water Facilities: Special Requirements NOT USED
Vicitor /Contractor Orientation
Prior to performing- work at any City slater facility, the
Contractor, his subcontractors,
have n- -their person a valid card certifying their prior attendance
Section A - SP
(Revised 12/15/04)
Page 16 of 25
A -30 Amended "Consideration of Contract" Requirements
Under "General Provisions and Requirements for Municipal Construction
Contracts" Section IS -3 -i Consideration of Contract add the following text:
Within five working days following the public opening and reading of the
proposals, the three (3) apparent lowest bidders (based on the Base Bid only)
,oust submit to the ;'ity Engineer the following information:
A list of the major components of the work;
P. list of the products to be incorporated into the Project;
A schedule of values which specifies estimates of the cost for each
major component of the work;
A schedule of anticipated monthly payments for the Project duration.
The names and addresses of MBE firms that will participate in the
Contract, along with a description of the work and dollar amount for
each firm, and substantiation, either through appropriate certifications
by federal agencies or signed affidavits from the MBE firms, that such
MBE firms meet the guidelines contained herein. Similar substantiation
will be required if the Contractor is an MBE. If the responses do not
clearly show that MBE participation will meet the requirements above,
the bidder must clearly demonstrate, to the satisfaction of the City
Engineer, that a good faith effort has, in fact, been made to meet said
requirements hut that meeting such requirements is not reasonably
possible.
A list of subcontractors that will be working on the Project. This list may
contain more than one subcontractor for major components of the work if the
Contractor has not completed his evaluation of which subcontractor will
perform the work.
The City Engineer retains the right to approve all subcontractors that
will perform work on the Project. The Contractor shall obtain written
approval by the City Engineer of all of its subcontractors prior to
beginning work on the Project. If the City Engineer does not approve
all proposed subcontractors, it may rescind the Contract award.
In the event that a subcontractor previously listed and approved is
sought to be substituted for or replaced during the term of the
Contract, them the City Engineer retains the right to approve any
substitute or replacement subcontractor prior to its participation in
the Project. Such approval will not be given if the replacement of the
subcontractor 4ill result in an increase in the Contract price. Failure
of the Contractor to comply with this provision constitutes a basis upon
which to annul the Contract pursuant to Section B -7 -13;
A preliminary progress schedule indicating relationships between the
major components of the work_ The final progress schedule must be
submitted to the City Engineer at the pre- construction conference;
Documentation required pursuant to the Special Provisions A -28 and A -29
concerning Considerations for Contract Award and Execution and the
Contractor's P eld Administration Staff.
Documentation us required by Special Provision A -35 -K, if applicable_
Section A - SP
(Revised 12/15/04)
Page 15 of 25
T. Contractor -Friu-s-t not u.,e any City facility rcstrooms. Contractor
must providie-omma--
d. All Contractor vch
designated by C-ity Water Department staff. All Contractor vehiclea
must bc el arly labeled with -compan-y
vehicles are allowed at O. N. Stevens Water Treatment Plant. All
personnel —111U-St be 4n company vehicle. During- working hours,
contractor employees must not leave
area- nor wander through any buildings other than for required work
or as directed by City Water Department personnel during emergency
evacuation.
- - -
K. Contractor Qualifications SCADA (SUPERVICORY CONTROL AND DATA
ACQUISITION)
Any work to the
be-performed only by
work includes-,-but is
changes,
pregrammil ,
erlae-r-aion all hardware
these specifieations.
not limited to,
furnishing,
R914.0 1 thru 9
modifications
installing,
below. This
, additions,
connccting,
Thc Contractor or hi
and/or software
specified or
wek-must be able to demonstrate thc following:
4. He is regular
and control
municipal
He has
3--
required by
and—complexity as required in
three prior projects.
Hc has been actively engagcd in thc typc of work specified
herein for at 1 a.A. 5 years.
this
Contract
on
at least
He employs a Registered Professional Engineer, a Control
Systems Engineer, or an Electrical Engineer to oupervioc or
pe
He coploys-pernonnel
completed a manufacturcrvs training
and implementing the specific computcra, RTUS's, and
C -t
He maintains a
service facili
maintain, —rep
specified herein.
He shall furn
manufacturer t
permanent,
fully staffed and equipped
= - -
not prae-t4eaI, all equipment of a given type will
product of onc manufacturer.
Prior performance at the 0. N. Stevena Water Treatment
bc the
lalant will -be- used in evaluating which Contractor or
subcontractor
The Contractor shall produce all filled eut programming
bleoks—*equired to
*equired, be add these
SADA—system. Attached is
preq*amming-blocks which thc City requires te be filled in
aftd given to the City
an example of thc required
--= -
Section A - SP
(Revised 12/15/04)
Page 18 of 25
the programming-phase. The attached sheet is an example and
i.; not intcn d to - show -all of thc required sheets. The
Contractor w,i1.1 provide all programming blocks used.
• Trenching Requirements
A44 trenching for this project at thc 0. N. Stevens Wa-ter Treatment
P-1-ant shall be- l -
number of- existing under=
shall be allowed on the pro j-ee -t .
A -36 Other Submittals
Shop Drawing Submittal: The Contractor shall follow the procedure
outlined below when processing Shop Drawing submittals:
a Quantity: Contractor shall submit number required by the City to
the City Engineer or his designated representative.
Reproducibles: In addition to the required copies, the Contractor
shall also submit one (1) reproducible transparency for all shop
drawings.
c Submittal Transmittal Forms: Contractor shall use the Submittal
Transmittal Form attached at the end of this Section; and
sequentially number each transmittal form. Resubmittals must have
the original submittal number with an alphabetic suffix.
Contractor must identify the Contractor, the Subcontractor or
supplier; pertLnent Drawing sheet and detail number(s), and
specification Section number, as appropriate, on each submittal
form.
d Contractor's Stamp: Contractor must apply Contractor's stamp,
appropriately signed or initialed, which certifies that review,
verification of Products required, field dimensions, adjacent
construction work, and coordination of information, is all in
accordance with the requirements of the Project and Contract
documents
• Scheduling: Contractor must schedule the submittals to expedite the
Project, and deliver to the City Engineer for approval, and
coordinate the submission of related items.
Marking: Contractor must mark each copy to identify applicable
products, models, options, and other data. Supplement
manufacturers' standard data to provide information unique to this
Project_
g Variations: Contractor must identify any proposed variations from
the Contract documents and any Product or system limitations which
may be detrimental tc, successful performance of the completed work.
Space Requirements Contractor must provide adequate space for
Contractor. and Engineer review stamps on all submittal forms.
Resubmittals: Contractor must revise and resubmit submittals as
required by City Engineer and clearly identify all changes made
since previous : :ubmit-tal.
Distribution: ' ontractor must distribute copies of reviewed
submittals to subcontractors and suppliers and instruct
Section A - SP
(Revised 12/15/04)
Page 19 of 25
subcontractors and suppliers to promptly report, thru Contractor,
any inability to comply with provisions.
2- Samples: The Contractor must submit samples of finishes from the full
range of manufacturers' standard colors, textures, and patterns for City
Engineer's selection
3 Test and Repair Report
When specified in the
submit three t3) copi
all on -site test data
approval. Otherwise,
on the project.
Technical Specifications Section, Contractor must
es of all shop test data, and repair report, and
within the specified time to the City Engineer for
the related equipment will not be approved for use
A -37 Amended "Arrangement and Charge for Water Furnished by the City"
Under "General Provisions and Requirements for Municipal Construction Contracts ", B-
6 15 Arrangement and Charge for Water Furnished by the City, add the following:
"The Contractor must comply with the City of Corpus Christi's Water
Conservation and Drought Contingency Plan as amended (the "Plan"). This
includes implementing water conservation measures established for changing
conditions. The City Engineer will provide a copy of the Plan to Contractor at
the pre - construction meeting_ The Contractor will keep a copy of the Plan on
the Project site throughout construction."
A -38 Worker's Compensation Coverage for Building or Construction Projects for
Government Entities
The requirements of "Notice to Contractors 'B'" are incorporated by reference
in this Special Provision.
A -39 Certificate of Occupancy and Final Acceptance NOT USED
The i:uanec of —a
- aeecptance of the
-9:
A -40 Amendment to Section B -8 -6: Partial Estimates NOT USED
General Provisions and Requirements for - Municipal Conat -ructi-on Contracts
Ccetion B 8 & — Partial Estimates is amended to provide that approximate
e,timatc3 from which partial payments will be calculated will not include the
net invoice value of acceptable, non perishable materials delivered to the
Project - - - -Contractor providca the City Engineer with
dements; s-a ofactory to the City Engineer, that show that the material
`d for the ^pe; ,ig
A -41 Ozone Advisory
Priming and hot - -mix paving operations must not be conducted on days for which
an ozone advisory has been issued, except for repairs. The City Engineer will
notify Contractor about ozone alert. If a delay such as this is experienced,
the day will not be counted as a work day and the Contractor will be
compensated at the unit price per day as indicated in the proposal.
Section A - SP
(Revised 12/15/04)
Page 20 of 25
A -42 OSHA Rules & Regulations
ft is the responsibility 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 Amended Indemnification & Hold Harmless
Under "Generav Provisions and Requirements for Municipal Construction
Contracts" B -6 -21 indemnification & Hold Harmless, text is deleted in its
entirety and the following is substituted in lieu thereof:
The Contractor shall hold the City, its officials, employees, attorneys,
and agents 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, supplier, material man, or their officials, employees,
agents, or consultants, or any work done under the contract or in
connection therewith by the contractor, or any subcontractor, supplier,
material man, - :r their officials, employees, agents, or consultants.
The contractor shall hold the City, its officials, employees, attorneys,
and agents harmless and shall indemnify the City, its officials,
employees, attorneys, and agents from any and all damages, injury, or
liability whatsoever from a negligent act or omission of the city, its
officials, employees, attorneys, and agents that directly or indirectly
causes injury to an employee of the contractor, or any subcontractor,
supplier or ma eria1 man
A -44 Change Orders
Should a change order(s) be required by the engineer, Contractor shall
furnish the engineer a complete breakdown as to all prices charged for work
of the change order (unit prices, hourly rates, sub - contractor's costs and
breakdowns, cost of materials and equipment, wage rates, etc.). This
breakdown information shall be submitted by contractor as a basis for the
price of the change order_
A -45 As -Built Dimensions and Drawings (7/5/00)
(a) Contractor shall make appropriate daily measurements of facilities
constructed and keep accurate records of location (horizontal and
vertical) of all facilities.
(b) Upon completion of each facility, the Contractor shall furnish
Owner with one set of direct prints, marked with red pencil, to
show as -built dimensions and locations of all work constructed. As
a minimum, the final drawings shall include the following:
(1) Horizontal and vertical dimensions due to
substitutions /field changes.
{2; Changes in equipment and dimensions due to substitutions.
"Nameplate" data on all installed equipment.
(4) Deletions, additions, and changes to scope of work.
(5) Any other changes made.
Section A - SP
(Revised 12/15/04)
Page 21 of 25
A -46 Disposal of Highly Chlorinated water (7/5/00)
The Contractor shall be responsible for the disposal of water used for
testing, disinfection and line flushing in an approved manner. Contaminants
in the water, particularly high levels of chlorine, will be used for
disinfection, and may e,rceed the permissible limits for discharge into
wetlands or environmentally sensitive areas. These are regulated by numerous
agencies such as TNRCC, EPA, etc. It will be the Contractor's responsibility
tc> comply with the requirements of all regulatory agencies in 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 separate pay for disposal of highly
chlorinated water. ._' ontractor shall not use the City's sanitary sewer system
for disposal of contaminated water.
A -47 Pre - Construction Exploratory Excavations (7/5/00)
Prior to any construction whatsoever on the project, Contractor shall
excavate and expose all existing pipelines of the project that cross within
20 -feet of proposed pipelines of the project and Contractor shall survey the
exact vertical and horizontal location of each crossing and potentially
conflicting pipeline_
For existing pipelines which parallel and are within ten feet (10') of
proposed pipelines of the project, Contractor shall excavate and expose said
exiting pipelines at a maximum of 300 -feet O.C. and Contractor shall survey
the accurate horizontal and vertical locations of said parallel pipelines at
300 -feet maximum O.0
Contractor shall then prepare a report and submit it to the City for approval
indicating the Owner of pipelines excavated and surveyed, as well as the
approximate statior thereof, distance to the pavement centerline and
elevations of the too of existing pipelines.
Contractor shall perform no construction work on the project until all
exploratory excavations have been made in their entirety, the results thereof
reported to the Engineer and until Contractor receives Engineer's approval of
report.
Exploratory excavations shall be paid for as shown on the proposal. Any
pavement repair associated with exploratory excavations shall be paid for
according to the established until price of pavement patching. Contractor
shall provide all his own survey work effort (no separate pay) for
exploratory excavations_
A -48 Overhead Electrical Wires (7/5/00)
Contractor shall comply with all OSHA safety requirements with regard to
proximity of construction equipment beneath overhead electrical wires. There
are many overhead wires crossing the construction route and along the
construction route. Contractor shall use all due diligence, precautions,
etc., to ensure that adequate safety is provided for all of his employees and
operators of equipment and with regard to ensuring that no damage to existing
overhead electrical wires or facilities occurs.
Contractor shall coordinate his work with CP &L and inform CP &L of his
construction schedule with regard to said overhead lines.
Some overhead lines are shown in the construction plans, while others are
not It shall be the Contractor's sole responsibility to provide for adequate
safety with regard to overhead lines whether shown in the plans or not.
Section A - SP
(Revised 12/15/04)
Page 22 of 25
A -49 Amended "Maintenance Guaranty" (8/24/00)
Under "General Provisions and Requirements for Municipal Construction
Contracts ", B 8-11 Maintenance Guaranty, add the following:
The Contractor's guarantee is a separate, additional remedy available
o benefit the City of Corpus Christi. Neither the guarantee nor
expiration of the guarantee period will operate to reduce, release, or
elinquish any rights or remedies available to the City of Corpus
Christi for any claims or causes of action against the Contractor or any
other individual or entity_"
A -50 Electronic Submittal of Bids
The following paragraph modifies Paragraph B -2 -7 - Preparation of Proposal,
of the General Provisions:
The bidder has the option of submitting a computer - generated print -out, in
lieu of, the Proposal (SHEETS: 3 THRU 15 OF 18), INCLUSIVE. The print -out
will list all bid items (including any additive or deductive alternates)
contained on Proposal Sheets (3 THRU 15 OF 18). If the Contractor chooses to
submit a print -out, the print -out shall be accompanied by properly completed
proposal pages 1, 2, 16 17, and 18. A "sample" print out is shown in
Attachment II.
in addition, the print out will contain the following statement and
signature, after the last hid item:
(Contractor) herewith
certifies that the unit prices shown on this print -out for bid items
(including any additive or deductive alternates) contained in this proposal
are the unit prices and no other Information from this print -out.
(Contractor) acknowledges and agrees that the Total Bid Amount shown will be
read as Its Total hid and further agrees that the official Total Bid amount
will be determined by multiplying the unit bid price (Column IV) shown in
this print -out by the respective estimated quantities shown in the Proposal
'Column II) and thee totaling the extended amounts.
(Signature)
(Title)
(Date)"
A -51 Value Engineering
The Contractor's attention is directed to paragraph B -4 -5 Value Engineering
Incentive Procedures, of the General Provisions, which states: "After award
f the contract, the Contractor may develop and submit, to the City Engineer,
' value Engineering Change Proposals (VECP'S) identify potential reductions in
The contract cost by effective changes to the contract plans and
:>pecif cations. Tnerefote, the Contractor shall fully examine the plans,
:sp ecifications and contract documents, as well as, the project location,
onstruction phase schedule in Appendix C, traffic control plans, method of
Award, contract calendar days and liquidated damages, and all other major
tem- involved in the scope of the project to judge for itself the
ircumstances and difficulties affecting the work to be performed and obtain
information requited tI) make an intelligent proposal. The Contractor's
Section A - SP
(Revised 12/15/04)
Page 23 of 25
attention is further directed to paragraph B -2 -3 Examination of Plans,
Specifications and Site of the Work, of the General Provisions. In other
words, the Contractor shall complete it's proposal to the best of it's
ability, as current y provided.
A -52 Dust Control
Contractor shall take reasonable measures to prevent unnecessary dust. Earth
surfaces subject to dusting shall be kept moist with water or applications of
a chemical dust suppressant. When practicable, dusty materials in piles or
in transit shall be covered to prevent blowing dust.
A -53 Dewatering and Disposal
This item shall be considered subsidiary to appropriate bid item where
dewatering is needed to keep the excavation dry, as approved by the Engineer,
and shall include all costs to provide a dry foundation for the proposed
improvements. Storm water that enters an excavation can be pumped out as
long as care is taken to minimize solids and mud entering the pump suction
and flow is pumped to a location that allows for sheet flow prior to entering
a storm water drainage ditch or storm water inlet. An alternative to sheet
flow is to pump storm water to an area where ponding occurs naturally without
leaving the designated work area or by manmade berms prior to entering the
storm water system. Sheet flow and ponding is to allow solids screening and
or settling prior tc entering a storm water conduit or inlet.
Storm water or groundwater shall not be discharged to private property
without permission. It is the intent that Contractor discharge groundwater
primarily into the existing storm water system, provided that the quality of
groundwater is equal to or better than the receiving stream (Corpus Christi
Bay). Testing of groundwater quality is to be performed by City, at the
City's cost, prior to commencing discharge and shall be retested by the City,
at the City's expense, a minimum of once a week. The Contractor shall
coordinate with the City, on all testing. Test will also be performed as
each new area of construction is started.
Another option for disposal of groundwater by the contractor would include
pumping to the nearest sanitary sewer system. If discharging to temporary
holding tanks and trucking to a sanitary sewer system or wastewater plant,
the costs for these operations shall be negotiated. Other groundwater
disposal alternatives or solutions may be approved by the Engineer on a case
by case basis.
Prior to pumping groundwater from the trench to the sanitary sewer system the
Contractor shall contact Mark Shell 857 -1817 to obtain a "no cost" permit
from the Wastewater Department. The City will pay for any water quality
testing or water analysis cost required. The permit will require an estimate
of groundwater flow. Groundwater flow can be estimated by boring a hole or
excavating a short trench then record water level shortly after completion,
allow to sit over night, record water level again, pump hole or trench dry to
a holding tank or vacuum truck then record how long it takes to fill to
original level and overnight level.
Section A - SP
(Revised 12/15/04)
Page 24 of 25
SUBMITTAL TRANSMITTAL FORM
PROJECT: ; PROJECT No.
OWNER: CITY OF CORPUS CHRISTI
ENGINEER:
CONTRACTOR:
SUBMITTAL DATE:
APPLICABLE SPECIFICATION
OR DRAWING SUBMITTAL
SUBMITTAL NUMBER:
Section A - SP
(Revised 12/15/04)
Page 25 of 25
SAMPLE
COMPUTER PRINT — OUT
PROJECT TITLE
DATE
(YOUR COMPANY'S NAME HERE)
Bi
I
II
III
IV
V
d Item
A l
Qty. Units
Item Description
Unit
Price in
Figures
00.00
Bid Item Ext.
Qty X Unit
Price
00.00
1 34,475 SY
Street Excavation
A2
5,033 SY
_
6" Cement STBI, Salvage Base
00.00
00.00
Etc.
Etc.
Etc.
D21
33 EA
00.00
00.00
Sub -Total Base Bid "D" Items (Items Dl -D21)
Sub -Total Base Bid "A" Items $
Sub -Total Base Bid `B" Items $
Sub -Total Base Bid "C" Items $
Sub -Total Base Bid "D" Items $
Total Base Bid Items $
Attachment II
Page 1 of 1
PART C - FEDERAL WAGE RATES AND
REQUIREMENTS
Page 1 of 2
General Decision Number TX030039 06/13/2003 TX39
Superseded General Dec Sion No TX020039
State "ERAS
Construction Type
HEAVY
County (ies)
NUECES SAN PATRICIO
HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Line
Construction and Drainage Projects)
Modification Number Publication Date
0 06/13/2003
COUNTY(ies
NUECES
SAN PATRICIO
SUTX2052A 12/01/1987
CARPENTERS (Excluding Farm
Setting)
CONCRETE F'NISHER
ELECTRICIAN
LABORERS:
Common
Utility
POWER EQUIPMENT OPERATORS:
Backhoe
Motor. Grader
Rates
$ 9.05
7.56
13.37
5.64
7.68
9.21
8 . '72
Fringes
2.58
W :LDERS Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29 CFR 5 5 (a) (1) (ii))
Ir the listing above, the "SU" designation means that rates
listed under that 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 initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
Page 2 of 2
* a Wage and Hour Division letter setting forth a
position on a wage determination matter
* a conformance (additional classification and rate)
ruling
On survey related matters, initial contact, including requests
for summaries of survey:;, 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 -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the Branch
of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U. S. Department of. Labor
200 Constitution Avenue, N. W
Washington, D. C. 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsiderat.on from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D C. 20210
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, etc.) that the
requestor considers 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 Avenue, N. W.
Washington, D C. 20210
4 ) 411 decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
1
General Decision Number: TX030122 02/25/2005 TX122
State: Texas
Construction Types: Heavy and Highway
:'ounries, Nueces San Patricia and Victoria Counties in Texas.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building
structures in rest area projects & railroad construction;
bascule, suspension & spandrel arch bridges designed for
commercial navigation, bridges involving marine construction;
and other major bridges).
Modification Number Publication Date
0 01/2.8/2005
1 02/18/2005
2 02/25/2005
SUTX2005 007 11/09/2004
Rates Fringes
Asphalt Distributor Operator$ 12.42 0.00
Asphalt paving machine operator$ 11.57 0.00
Asphalt Raker $ 9.36 0.00
Bulldozer operator.. ...... $ 10.90 0.00
Carpenter $ 10.71 0.00
Concrete Finisher, Paving.. $ 12.18 0.00
Concrete Finisher, Structures$ 11.16 0.00
Concrete Rubber $ 10.50 0.00
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
Operator ....... .... ...... $ 12.55 0.00
Flagger .$ 7.17 0.00
Form Builder /Setter, Structures$ 11.47 0.00
Farm Setter, Paving & Curb. ..$ 9.65 0.00
Foundation Drill Operator,
ruck Mounted .. .... ...$ 15.32 0.00
Front End Loader. Operator...$ 10.05 0.00
Laborer; common .... ..$ 8.35 0.00
Laborer, Utility.... $ 9.09 0.00
Mechanic_...... .$ 13.17 0.00
Motor Grader Operator, Fine
Grade. .$ 13.78 0.00
Motor Grader Operator, Rough...$ 15.00 0.00
Pipelayer ...... ..$ 9.00 0.00
Roller Operator, Pneumatic,
Self- Propelled. $ 8.57 0.00
Roller Operator, Steel Wheel,
Flat Wheel/Tamping.. ... . $ 8.57 0.00
Roller Operator, Steel Wheel,
Plant Mix Pavement $ 9.49 0.00
Scraper Operator.. .. $ 9.67 0.00
Service/ ....... ... $ 10.75 0.00
Structural Steel Worker....... $ 14.00 0.00
Truck driver, lowboy- Float.... $ 14.15 0.00
Truck driver, Single Axle,
Heavy
Truck driver, Single Axle,
$ 11.39
1 . -_ arv1'' 1 1
0.00
Page 1 of 3
Light 9.00 0.00
Truck Driver, Tandem Axle,
Semi- Trailer.. 9.39 0.00
Welder ... 18.00 0.00
Work Zone Barricade ervicer _.S 8.97 0.00
WELDERS Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)i.
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 initial decision in the matter? This can
be:
• an existing published wage determination
• a survey underlying a wage determination
• a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries 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 -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
with regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U S. Department of Labor
200 Constitution Avenue, N.W
Washington, DC 20210
1_) If the answer to the question in 1.) is yes, then an
1...... .
1 _11_ 1'1 1 1 {Tl7 1'l'1 1 1
Page 2 of 3
nterested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 1:0210
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,
etc.) that the requester considers 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 Peview Board
U S . Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
/'F17 1'1'1 .1..L.
Page 3 of 3
0/1 /'1!1/1L
A G R E E M E N T
THE STATE OF TEXAS §
COUNTY OF NUECES §
THIS AGREEMENT is entered into this 12TH day of SEPTEMBER,
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 Garrett
Construction Company termed in the Contract Documents as
"Contractor upon these terms performable in Nueces County,
Texas
ri consideration of the payment of $5,293,469.79 by City and
other Dbl igat Lons c ,t = :it�� as =yet out herein, Contractor will
construct and compete certaln improvements described as follows:
MANSHEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A -6A
BOND 2004 - NEIGHBORHOOD STREET RECONSTRUCTION -
CLUSTER FOUR - MANSHEIM/ SUNNYBROOK AREA
PROJECT NO. 2228
(TOTAL BASE BID: $5,293,469.79)
according to the attached clans and Specifications in a good and
wcrkmanike manner for the prices and conditions set out in their
attached bid proposal supplying at their expense such materials,
services, labor and insurance as required by the attached Contract
Documents, i.neclud ng overseeing the entire job, The Contract
Documents include this Agreement, the bid proposal and
instructions Glans and speeifications, including all maps, plats,
blueprints. and other drawings, the Performance and Payment bonds,
addenda and related documents all of which constitute the contract
for this project and are made a part hereof.
Agreement
Page 11 of 2
MANSHEIM AREA DRAINAGE IMPROVEMENTS
PHASE 2A -6A
BOND 2004 - NEIGHBORHOOD STREET RECONSTRUCTION
CLUSTER FOUR - MANSHEIM /SUNNYBROOK AREA
PROJECT NO.: 2228
GARRETT CONSTRUCTION COMPANY
STREET WORK
I
II
III
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
Al
9,750
LF
Removal of curb and gutter, sidewalk, concrete pipe
and driveway as shown in the removal summary sheet,
complete in place per linear foot.
34.23
$333,742.50
A2
4,500
SY
10" exist. base salvage & reuse during proposed utility
improvements, complete in place per square yard.
10.39
$46,755.00
A3
2,500
SY
6" exist. base salvage & reuse during proposed utility
improvements, complete in place per square yard.
6.24
$15,600.00
A4
9,450
SY
Rehab Cement Treat exist material (3% cement) (10 ")
Mansheim Blvd. complete in place per square yard.
7.42
$70,119.00
A5
23,890
SY
Rehab Cement Treat exist material (3% cement) (6 ") -
side streets (Archer,Blundell, Cheryl, Dodd, Easter,
Franklin and Gabriel Streets), D15 complete in place
per s ware yard.
4.97
$118,733.30
A6
2,000
SY
TN
Sunbgrade Compaction as directed by the engineer,
complete in place per square yard,.
unanticipated limestone, complete in place per ton.
7.64
32.39
$15,280.00
$6,801.90
A7
210
A8
33,340
SY
One course surface treatment. complete in place per
square yard.
2.70
$90,018.00
A9
23,890
SY
2" HMACP (TY D) Side Streets, complete in place per
square yard.
11.79
$281,663.10
A 1 0
9,450
SY
2-1/2" HMACP (TY D) Mansheim Blvd, complete in
place per square yard.
14.90
$140,805.00
A11
1,100
LF
Cold Mix Side Street Repair, complete in place per
linear foot.
13.41
$189,081.00
Al2
3
EA
Sign Assembly , complete in place per each.
329.20
33,447.15
$987.60
$33,447.15
A13
1
LS
Traffic control (Street), complete in place per lump sum.
A14
1
LS
Thirc Party Certification and Verification, complete in
place per lump sum.
21,069.08
$21,069.08
Al 5
2
DAY
Ozone Day, complete in place per day.
873.82
$1,747.64
SUB -TOTAL STREET WORK (ITEMS Al THRU A15)
$1,365,850.27
STORM WATER IMPROVEMENTS
I
II
III
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
B1
3,430
EA
Prefab Pvmt Mark (yellow) 4" Solid, complete in place
per linear foot.
2.63
$9020.90
B2
175
LF
Prefab Pvmt Mark (white) 12" Solid, complete in place
per linear foot.
9.22
$1,613.50
B3
200
LF
Prefab Pvmt Mark (white) 24" Solid, complete in place
per linear foot.
18.44
$3,688.00
B4
172
EA
Reflective Pvmt Mrk (Ty II -A -A) , complete in place per
each.
7.90
$1,358.80
B5
6
EA
Reflective Pvmt Mrk (Ty II -B -B) , complete in place per
each.
15.80
$94.80
B6
450
LF
Concrete Header Curb, complete in place per linear
19.90
$8,955.00
foot.
B7
3,340
SF
Conc Curb Ramp W[Truncated Domes, complete in
place per square foot.
17.47
$58,349.80
B8
65,200
SF
Concrete Sidewalk. complete in place per square foot.
6.34
$413,368.00
B9
48,100
SF
Concrete Driveway, complete in place per square foot.
7 92
$380,952.00
B10
16,200
LF
TON
6" Curb And Gutter complete in place per linear foot.
18.44
104.69
$298,728.00
$21,984.90
B11
210
Unanticipated Cold Mix, complete in place per ton.
B12
600
LF
Unanticipated Header Curb, complete in place per linear
foot
19.90
$11,940.00
B13
5,000
LF
Remove And Relocate Fence, complete in place per
linear foot.
15.80
$79,000.00
B14
700
LF
5' X 5' Conc Box Culvert, complete in place per linear
foot
388.00
$271,600.00
B15
100
LF
5' X 4' Conc Box Culvert, complete in place per linear
334.00
$33,400.00
foot.
B16
900
LF
60" RCP, complete in place per linear foot.
303.10
$272,790.00
B17
660
LF
54" RCP, complete in place per linear foot.
285.18
$188,218.80
B18
950
LF
42" RCP, complete in place per linear foot.
280.95
$266,902.50
B19
310
LF
36" RCP, complete in place per linear foot.
232.05
$71,935.50
B20
475
LF
24" RCP, complete in place per linear foot.
154.84
$73,549.00
B21
900
LF
18" RCP, complete in place per linear foot.
136.29
$122,661.00
B22
80
LF
Remove 36" RCP, complete in place per linear foot.
90.53
$7,242.40
B23
12
EA
Type B Storm Water Manhole , complete in place per
each.
8,186.46
$98,237.52
B24
1
EA
5' Special Curb Inlet , complete in place per each.
4,122.01
$4,122.01
B25
35
EA
5' Curb Inlet , complete in place per each.
2,500.35
$87,512.25
B26
16
EA
5' Curb Inlet Extention , complete in place per each.
Trench Safety For Drainage, complete in place per
linear foot.
3,094.88
3.95
$49,518.08
$19,730.25
827
4,995
LF
B28
1
LS
Traffic Control (Storm Water), complete in place per
lump sum.
7,900.90
$7,900.90
B29
20
LF
Exploratory Excavation Trench, complete in place per
linear foot.
21.85
$437.00
B30
5
EA
Exploratory Excavaton Spot, complete in place per
each.
1,223.35
$6,116.75
B31
4,995
LF
Televised Inspection Of Strom Water Lines, complete in
place per linear foot.
2.63
$13,136.85
-TOTAL STORMWATER IMPROVEMENTS (ITEMS 61 THRU B31)
$2,884,064.51
I
II
III
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
01
2,000
LF
6" Curb And Gutter, complete in place per linear foot.
18.48
$36,960.00
C2
1,800
LF
8" PVC Waterline C900, complete in place per linear
55.31
$99, 558.00
foot.
C3
450
LF
6" PVC Waterline C900, complete in place per linear
foot.
52.67
$23,701.50
C4
30
EA
6" Any Angle Bends, complete in place per each.
592.57
$17,777.10
C5
15
EA
8" Any Angle Bends, complete in place per each.
724.25
$10,863.75
C6
5
EA
8" Gate Valve W /Box, complete in place per each.
1,646.02
$8,230.10
C7
15
EA
6" Gate Valve W /Box, complete in place per each.
1,316.82
$19,752.30
C8
15
EA
8 "X6" Cross, complete in place per each.
855.93
$12,838.95
C9
8
EA
6 "X4" Reducer, complete in place per each.
658.41
$5,267.28
010
2
EA
8" Plu., com.Iete in .lace •er each.
263.36
$526.72
C11
15
EA
6" PIu•, complete in •lace .er each.
230.44
$3,456.60
C 12
4
EA
6" Blind Flg 2" Ser. Tap 2" Corp Stop, complete in place
•er each.
4,213.82
$16,855.28
C13
6
EA
Fire Hydrant Assem W /8 "X6" Tee, complete in place
per each.
3,950.45
$23,702.70
C14
10
EA
EA
1" Waterline Service, com.Iete in •lace •er each.
Waterline Connection, complete in place per each.
1,264.14
$12,641.40
C15
15
1,975.23
$29,628.45
C16
30
CY
Grout Fill Abandoned Waterlines, complete in place per
cubicrd.
230.44
$6,913.20
C17
2250
LF
Trench Safety For Waterline, complete in place per
linear foot.
3.95
$8,887.50
C18
1,400
LF
Silt Fence, complete in place per linear foot.
3.19
$4,466.00
C1 g
100
LF
Exploratory Excavation Trench, complete in place per
linear foot.
19.75
$1,975.00
C20
10
1
EA
LS
Exploratory Excavation Spot, complete in place per
each
Traffic Control (Waterlines), complete in place per lump
1,316.82
2,600.00
$13,168.20
$2,600.00
C21
sum.
C22
1
LS
Water Utility Allowance As Directed $20,000.00,
complete in place per lump sum.
20,000.00
$20,000.00
TOTALWATERLINE IMPROVEMENTS (ITEMS C1 THRU C22)
$379,770.03
WAST
I
II
I11 —.•. . - , v
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
D1
1,800
LF
6" Curb & Gutter, complete in place per linear foot.
22.24
$40,032.00
D2
80
LF
Remove And Replace 10" Pvc Waste (11' -13' Cut),
complete in place per linear foot.
105.35
$8,428.00
D3
245
LF
Remove And Replace 6" To 8" Pvc Waste (6' -8' Cut),
complete in place per linear foot.
98.76
$24,196.20
D4
100
LF
Remove And Replace 6" To 8" Pvc Waste (8' -10' Cut),
complete in place per linear foot.
105.35
$10,535.00
D5
40
1,800
LF
LF
Remove And Replace 6" To 8" Pvc Waste (10' -12' Cut),
complete in place per linear foot.
Pipe Bursting 8" Wastewater Line To 8 ", complete in
place per linear foot.
105.35
98.76
$4,214.00
$177,768.00
D6
D i
9
EA
Remove Existing Wastewater Manhole, complete in
place per each.
2,370.27
$21,332.43
D8
22
EA
VF
EA
Prop 4' Diameter Wastewater Manhole ( <6' Cut),
complete in place per each.
Extra Depth For 4' Diameter Wastewater Manholes,
complete in place per vertical foot.
Point Repair 6 ", 8 ", And 10" Line, complete in place per
each
6,584.09
526.73
6,254.88
$144,849.98
$30,023.61
$31,274.40
D9
57
D10
5
D11
10
EA
4" Wastewater Service, complete in place per each.
1,185.14
$11,851.40
D12
14
EA
Wastewater Connection, complete in place per each.
$23,044.28
1,646.02
D13
2,500
SF
Unanticipated Sidewalk, complete in place per square
4.85
$12,125.00
foot.
D14
1,800
SF
Unanticipated Driveway, complete in place per square
7.86
$14,148.00
foot.
D15
10
EA
Unanticipated Sidewalk Drain, complete in place per
each.
436.91
$4,369.10
D16
500
SF
Unanticipated Sidewalk Removal, complete in place per
square foot.
1.93
$965.00
D17
1,000
SF
Unanticipated Driveway Removal, complete in place per
square foot.
2.90
$2,900.00
D18
200
LF
Unanticipated Curb Removal, complete in place per
linear foot.
4.77
$954.00
019
420
LF
Trench Safety For Wastewater Lines, complete in place
per linear foot.
3.95
$1,659.00
D20
20
LF
linear
Exploratory Excavation Trench, complete in place per
foot.
65.84
$1,316.80
D21
5
EA
Exploratory Excavation Spot, complete in place per
each.
1,316.82
$6,584.10
D22
2,265
LF
Televised Inspection Of Wastewate Line, complete in
place per linear foot.
2.63
$5,956.95
D23
1
LS
Traffic Control (Wastewater), complete in place per
lump
sum.
2,633.63
$2,633.63
D24
2
EA
Prop 15" Casing Thru Storm, complete in place per
each.
3,292.05
$6,584.10
D25
12,000
SY
Sodding, complete in place per square yard.
4.67
$56,040.00
D26
1
LS
Wastewater Utility Allowance $20,000.00, complete in
place per lump sum.
20,000.00
$20,000.00
SUB -TOTAL WASTEWATER IMPROVEMENTS (ITEMS D1 THRU D26)
$663,784.98
ALTERNATE NO. 1
ALT 1 1
1
LS
Shut Down Of Mansheim Boulevard, complete in place
per sum.
AI r1 1-1I, 1 A rr • 1/1 ■
3,600.00
$3,600
$3, 0.00
ALTERNATE NO 2
ALT 2-1
790
LF
Remove And Replace 8" Waste With 8" Pvc (8' -10'),
complete in place per linear foot.
94.2
$74,457.50
ALT 2-2
1,010
LF
Remove And Replace 8" Waste With 8" Pvc (10' -12'),
complete in place per linear foot.
1 .90
$112,009.00
ALT 2 -3
1,800
LF
Trench Safety, complete in place per linear foo
5.55
$9,990.00
ALT 2 4
1,800
LF
Deduct Item D6 Pipe Bursting, complete in pla e e
linear foott.
AI Tr AAIATr •ice 1
(98.76)
- $177,768.00
$18,688.50
ALTE
ALT 3 1
9,450
SY
Mansheim Boulevard - Street E .. .tior, complete in
place per square yard.
7.45
$70,402.50
ALT 3-2
10,600
SY
Mansheim Boulevard - 8" L. .t. • ized Subgrade
(4.5% Lime), complete ' . e • square yard.
5.95
$63,070.00
ALT 3 3
9,450
SY
SY
Mansheim Boulevard '" Cr - d Limestone Base,
•1
com.Iete in • lac _ - r • . tJ , ard.
14.30
$135,135.00
ALT 3 4
9,450
Mansheim Boul- �' ac Type D, complete in
place per square : , .
12.65
$119,542.50
ALT 3 5
9,450
SY
Deduct Item A4 C: • -nt Treat Mansheim, complete in
place er square :rd.
(7.42)
(70119.00)
ALT 3 6
9,450
SY
Ded Item A 2 -1I2" HMACP Typ D, complete in
la re ard.
p per s
AI I1., A
(14.90)
(140805.00 )
$177,226.00
ALT 4 1
23,890
ide Street Street Excavaton, complete in place per
square yard.
5.65
$134,978.50
ALT 4 2
27,350
-
Side Streets 6" Lime Subgrade 4.5% Lime, complete in
place per square yard.
5.25
$143,587.50
ALT 4 3
23,:.
SY
Side Streets 6" Crushed Limestone Base, complete in
place per square yard.
11.15
$266,373.50
ALT 4 4
3,890
SY
Side Street 1.5" Hmac Type D, complete in place per
square yard.
10.20
$243,678.00
ALT 4-
23,890
SY
Deduct Bid Itme A5 Cement Treat Exist Material,
complete in place per square yard.
(4.97)
(118733.30)
4 6
23,890
SY
Deduct Bid Item A9 2" Hmacp Type D, complete in
place per square yard.
A 1 ..1- I rL1 A Tr u..
(11.79)
(281663.10)
$388,221.10
BASE BID SUMMARY
SUB -TOTAL STREET WORK (ITEMS Al THRU A15)
SUB -TOTAL STORM WATER IMPROVEMENTS (ITEMS B1 THRU B31)
SUB -TOTAL WATERLINE IMPROVEMENTS (ITEMS C1 THRU C22)
SUB -TOTAL WASTEWATER IMPROVEMENTS (ITEMS D1 THRU D26)
TOTAL BASE BID:
ALTERNATE BID SUMMARY
ALTERNATE NO. 1:
ALTERNATE • 2.
ALTERNA it
. ;
$1,365,850.27
$2,884,064.51
$379,770.03
$663,784.98
$5,293,469.79
$18,688.50
$177,226.00
$388,221.10
Garrett Construction Company herewith certifies that the unit prices shown on this print -out for bid items
(including any additive or deductive alternates) contained in this proposal are the unit prices and no other
information from this print -out.
Garrett Construction Company acknowledges and agrees that the Total Bid Amount shown will be read as its
Total Bid and further agrees that the official Total Bid amount will be determined by multiplying the unit bid price
(column IV) shown in this print -out by the respective estimated qauantities shown in the Proposal (Column II)
and then totaling the extended amounts.
Jon arr t
Presid t
8/22/06
1
days
same
The Contractor will ommence work within ten (10) calendar
from date they receive written work order and will complete
thin 470 CALENDAR DAYS after construction is begun. Should
Contractor defauL„
as set forth in the
City wall i pa v
Contractor may be liable for liquidated damages
Contract Documents.
Contractor in current funds for performance of
the contract in a:cordance with the Contract Documents as the work
progresses
Signed iu 4 parts 37 Corpus Christi, Texas on the date shown
above
APPROVED AS TO LEGAL F
By.
Asst. City Attorney
ATT $T: (If Corporatio
(Seal Below)
(Not!: If Person signing for
corporation is not President,
att.ch Copy of authorization
to sign)
CITY OF CORPUS CHRISTI
By:
Ronald F Massey, Asst. Ci
Public Works and Utilitie'
gr.
,vf)L! —OPPX 9/0‘
scobar, P.E.
of Engineering Services
CONTRACTOR
Garrett Construction Company
Title. !�Slfi�1
P.O. BOX 1028
(Address)
INGLESIDE, TX 78362
(City) (State) (Zip)
361/643 -7575 * 361/776 -3993
(Phone) (Fax)
L
AUT$ORLZ b
BY Mink ob
SE('Rf ARC
Agreement
Page of 2
P R O P O S A L , F O R M
F O R
MANSHEIM AREA DRAINAGE IMPROVEMENTS
PHASE 2A - 6A
BOND 2004 - NEIGHBORHOOD STREET RECONSTRUCTION -
CLUSTER FOUR- MANSHEIM /SUNNYBROOK AREA
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
REVISED AND ISSUED
FOR RE -BID
Proposal
Page 1 of 18
P R O P O S A L
Place:
Date: AUGUST 23, 2006
Proposal of GARRETT CONSTRUCTION COMPANY
OR
a Corporation organized and existing under the laws of the
State of TEXAS
a Partnership or Individual doing business as
TO: The City of Corpus Christi, Texas
Gentlemen:
The undersigned hereby proposes to furnish all labor and
materials, tools, ,ind necessary equipment, and to perform the work
required for:
MANSHEIM AREA DRAINAGE IMPROVEMENTS
PHASE 2A - 6A
BOND 2004- NEIGHBORHOOD STREET RECONSTRUCTION -
CLUSTER FOUR- MANSHEIM /SDNNYBROOK AREA
at the locations et out by the plans and specifications and in
strict accordance with the contract documents for the following
prices, i(1)-Wit.:
Proposal
Page 2 of 18
MANSHEIM AREA DRAINAGE IMPROVEMENTS
PHASE 2A -6A
BOND 20044- NEIGHBORHOOD STREET RECONSTRUCTION
CLUSTER FOUR - MANSHEIM /SUNNYBROOK AREA
PROJECT NO 2228
GARRETT CONSTRUCTION COMPANY
STREET WORK
I
II
III
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
Al
9.750
LF
Removal of curb and gutter, sidewalk, concrete pipe
and driveway as shown in the removal summary sheet,
complete in place per linear foot.
34.23
$333,742.50
A2
4.500
SY
10" exist. base salvage & reuse during proposed utility
improvements, complete in place per square yard.
10.39
$46,755.00
A3
2 500
SY
6" exist. base salvage & reuse during proposed utility
improvements, complete in place per square Yard.
6.24
$15,600.00
A4
9,450
SY
Rehab Cement Treat exist material (3% cement) (10 ")
Mansheim Blvd. complete in place per square yard.
7.42
$70,119.00
A5
23,890
SY
Rehab Cement Treat exist material (3% cement) (6 ") -
side streets (Archer,Blundell, Cheryl, Dodd, Easter,
Franklin and Gabriel Streets), D15 complete in place
per square yard.
4.97
$118,733.30
A6
2,000
SY
Sunbgrade Compaction as directed by the engineer,
complete in place per square yard.
7.64
$15,280.00
A7
210
TN
unanticipated limestone, complete in place per ton.
32.39
$6,801.90
A8
33,340
SY
One course surface treatment, complete in place per
square hard.
2.70
$90,018.00
A9
23,890
SY
2" HMACP (TY D) Side Streets, complete in place per
square yard.
11.79
$281,663.10
Ali)
9.450
SY
2 -1/2" HMACP (TY D) Mansheim Blvd, complete in
place per square yard.
14.90
$140,805.00
Al 1
14,100
LF
Cold Mix Side Street Repair, complete in place per
linear foot.
13.41
$189,081.00
Al2
3
EA
Sign Assembly., complete in place per each.
329.20
33,447.15
$987.60
$33,447.15
A13
1
LS
Traffic control (Street), complete in place per lump sum.
A14
1
LS
Third Party Certification and Verification, complete in
place per lump sum.
21,069.08
$21,069.08
Al 5
2
DAY
Ozone Day, complete in place per day.
873.82
$1,747.64
SUB -TOTAL STREET WORK (ITEMS Al THRU A15)
$1,365,850.27
STORM WATER IMPROVEMENTS
I
11
III
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
B1
3,430
EA
Prefab Pvmt Mark (yellow) 4" Solid, complete in place
per linear foot.
2.63
$9,020.90
B2
175
LF
Prefab Pvmt Mark (white) 12" Solid, complete in place
per linear foot.
9.22
$1,613.50
B 3
200
LF
Prefab Pvmt Mark (white) 24" Solid, complete in place
per linear foot.
18.44
$3,688.00
B4
172
EA
Reflective Pvmt Mrk (Ty II -A -A) , complete in place per
each.
7.90
$1,358.80
B5
6
EA
Reflective Pvmt Mrk (Ty II -B -B) , complete in place per
each.
15.80
$94.80
B6
450
LF
Concrete Header Curb, complete in place per linear
19.90
$8,955.00
foot.
B7
3,340
SF
Conc Curb Ramp W/Truncated Domes, complete in
place per square foot.
17.47
$58,349.80
B8
65.200
SF
Concrete Sidewalk, complete in place per square foot.
6.34
$413,368.00
B9
48,100
SF
Concrete Driveway, complete in place per square foot.
7 92
$380,952.00
B10
16,200
LF
6" Curb And Gutter complete in place per linear foot.
18.44
$298,728.00
B11
210
TON
Unanticipated Cold Mix, complete in place per ton.
104.69
$21,984.90
B12
600
LF
Unanticipated Header Curb, complete in place per linear
foot.
19.90
$11,940.00
B13
5.000
LF
Remove And Relocate Fence, complete in place per
linear foot.
15.80
$79,000.00
B14
700
LF
5' X F' Conc Box Culvert, complete in place per linear
foot.
388.00
$271,600.00
B� 5
100
LF
5' X 4' Conc Box Culvert, complete in place per linear
334.00
$33,400.00
foot.
B16
900
LF
60" RCP, complete in place per linear foot.
303.10
$272,790.00
B17
660
LF
54" RCP, complete in place per linear foot.
285.18
$188,218.80
B18
950
LF
42" RCP, complete in place per linear foot.
280.95
$266,902.50
B19
310
LF
36" RCP, complete in place per linear foot.
232.05
$71,935.50
620
475
LF
24" RCP, complete in place per linear foot.
154.84
$73,549.00
B21
900
LF
18" RCP, complete in place per linear foot.
136.29
$122,661.00
B22
80
LF
Remove 36" RCP, complete in place per linear foot.
90.53
$7,242.40
B23
12
EA
Type B Storm Water Manhole , complete in place per
each.
8,186.46
$98,237.52
B24
1
EA
5' Special Curb Inlet , complete in place per each.
4,122.01
$4,122.01
B25
35
EA
5' Curb Inlet , complete in place per each.
2,500.35
$87,512.25
B26
16
EA
5' Curb Inlet Extention , complete in place per each.
3,094.88
$49,518.08
B27
4.995
LF
Trench Safety For Drainage, complete in place per
linear foot.
3.95
$19,730.25
B28
1
LS
Traffic Control (Storm Water), complete in place per
lump sum.
7,900.90
$7,900.90
B29
20
LF
Exploratory Excavation Trench, complete in place per
linear foot.
21.85
$437.00
B30
5
EA
Exploratory Excavaton Spot, complete in place per
each.
1,223.35
$6,116.75
B31
4,995
LF
Televised Inspection Of Strom Water Lines, complete in
place per linear foot.
2.63
$13,136.85
31)
$2,884,064.51
WATERL
I
II
III - - -- - - - - - - -
IV
V
Bid Item
Qty.
Units
Item Description
Unit Price
in Figures
Bid Item Ext.
Qty X Unit
Price
01
2,000
LF
6" Curb And Gutter, complete in place per linear foot.
18.48
$36,960.00
C2
1.800
LF
8" PVC Waterline C900, complete in place per linear
55.31
$99,558.00
foot.
C3
450
LF
6" PVC Waterline C900, complete in place per linear
foot.
52.67
$23,701.50
C4
30
EA
6" Any Angle Bends, complete in place per each.
592.57
$17,777.10
C5
15
EA
8" Any Angle Bends, complete in place per each.
724.25
$10,863.75
C6
5
EA
8" Gate Valve W /Box, complete in place per each.
1,646.02
$8,230.10
C7
15
EA
6" Gate Valve W /Box, complete in place per each.
1,316.82
$19,752.30
C8
15
EA
8 "X6" Cross, complete in place per each.
6 "X4" Reducer, complete in place per each.
855.93
658.41
$12,838.95
$5,267.28
C9
8
EA
C10
2
EA
8" Plug, complete in place per each.
263.36
$526.72
011
15
EA
6" Plug, complete in place per each.
230.44
$3,456.60
C12
4
EA
6" Blind Flg 2" Ser. Tap 2" Corp Stop, complete in place
per each.
4,213.82
$16,855.28
C' 3
6
EA
Fire Hydrant Assem W /8 "X6" Tee, complete in place
per each.
3,950.45
$23,702.70
C14
10
EA
1" Waterline Service, complete in place per each.
1,264.14
$12,641.40
C15
15
EA
Waterline Connection, complete in place per each.
1,975.23
$29,628.45
C16
30
CY
Grout Fill Abandoned Waterlines, complete in place per
cubic yard.
Trench Safety For Waterline, complete in place per
linear foot.
230.44
3.95
$6,913.20
$8,887.50
C'!?
2.250
LF
C18
1.400
LF
Silt Fence, complete in place per linear foot.
3.19
$4,466.00
C9
100
LF
Exploratory Excavation Trench, complete in place per
linear foot.
19.75
$1,975.00
C20
10
EA
Exploratory Excavation Spot, complete in place per
each.
1,316.82
$13,168.20
C2 ?
1
LS
Traffic Control (Waterlines), complete in place per lump
2,600.00
$2,600.00
sum.
C22
1
LS
Water Utility Allowance As Directed $20,000.00,
complete in place per lump sum.
20,000.00
$20,000.00
SUB- TOTALWATERLINE IMPROVEMENTS (ITEMS 01 THRU C22)
$379,770.03
Bid Item
01
WASTEWATER IMPROVEMENTS
11
III
Qty.
1,800
Units
Item Description
IV
Unit Price
in Figures
LF
6" Curb & Gutter, complete in place per linear foot.
22.24
V
Bid Item Ext.
Qty X Unit
Price
D2
80
LF
Remove And Replace 10" Pvc Waste (11' -13' Cut),
complete in place per linear foot.
105.35
$40,032.00
$8,428.00
D3
245
LF
Remove And Replace 6" To 8" Pvc Waste (6' -8' Cut),
complete in place per linear foot.
98.76
$24,196.20
D4
100
LF
Remove And Replace 6" To 8" Pvc Waste (8' -10' Cut),
complete in place per linear foot.
105.35
$10,535.00
D5
40
LF
Remove And Replace 6" To 8" Pvc Waste (10' -12' Cut),
complete in place per linear foot.
105.35
$4,214.00
D6
1,800 LF
Pipe Bursting 8" Wastewater Line To 8 ", complete in
$177,768.00
D7
9
EA
1 _. ___._,_ .____
Remove Existing Wastewater Manhole, complete in
place per each.
.1.1.1 ,1
2,370.27
$21,332.43
D8
22
EA
Prop 4' Diameter Wastewater Manhole ( <6' Cut),
complete in place per each.
6,584.09
$144,849.98
09
57
VF
Extra Depth For 4' Diameter Wastewater Manholes,
complete in place per vertical foot.
526.73
$30,023.61
010
5
EA
Point Repair 6 ", 8 ", And 10" Line, complete in place per
each.
6,254.88
$31,274.40
011
D12
10
14
EA
EA
4" Wastewater Service, complete in place per each.
1,185.14
1,646.02
$11,851.40
$23,044.28
Wastewater Connection, complete in place per each.
013
2,500
SF
Unanticipated Sidewalk, complete in place per square
4.85
$12,125.00
foot.
D14
1,800
SF
Unanticipated Driveway, complete in place per square
7.86
$14,148.00
foot.
015
10
EA
Unanticipated Sidewalk Drain, complete in place per
each.
436.91
$4,369.10
D16
500
SF
Unanticipated Sidewalk Removal, complete in place per
s • uar: foot.
1.93
$965.00
017
j 000
SF
Unanticipated Driveway Removal, complete in place per
square foot.
2.90
$2,900.00
D18
200
LF
Unanticipated Curb Removal, complete in place per
linear foot.
4.77
$954.00
D19
420
LF
Trench Safety For Wastewater Lines, complete in place
per linear foot.
3.95
$1,659.00
D20
20
LF
linear
Exploratory Excavation Trench, complete in place per
foot.
65.84
$1,316.80
D21
5
EA
Exploratory Excavation Spot, complete in place per
each.
1,316.82
$6,584.10
D22
2,265
LF
•
Televised Inspection Of Wastewate Line, complete in
lace per linear foot.
2.63
$5,956.95
D23
1 LS
Traffic
Iump
Control (Wastewater), complete in place per
slur.
2,633.63
$2,633.63
D24
2 EA
Prop
each.
15" Casing Thru Storm, complete in place per
3,292.05
$6,584.10
D25
12,000
SY
Sodding, complete in place per square yard.
4.67
$56,040.00
$20,000.00
D26
1
LS
Wastewater Utility Allowance $20,000.00, complete in
place per lum• sum.
20 000.00
SUB -TOTAL WASTEWATER IMPROVEMENTS (ITEMS D1 THRU D26)
$663,784.98
ALTERNATE NO. 1:
ALT 1 -1
1
LS
Shut Down Of Mansheim Boulevard, complete in place
perlsum:
Al Tr ••• •
3,600.00
$3,600,�b
�,
�:
ALTERNATE NO. 2:
0.00
ALT 2 -1
790
LF
Remove And Replace 8" Waste With 8" Pvc (8' -10'),
complete in place per linear foot.
942
$74,457.50
ALT 2 -2
1 ,010
LF
Remove And Replace 8" Waste With 8" Pvc (10' -12'),
complete in place per linear foot.
1 .90
$112,009.00
ALT 2 -3 , 1,800
LF
Trench Safety, complete in place per linear foot.
5.55
$9,990.00
ALT 2 4 1,800
LF
Deduct Item D6 Pipe Bursting, complete in pia er
linear foot.
(98.76)
- $177,768.00
$18,688.50
ALTERNATE NO. 3:
ALT 3 -1
9,450
SY
Mansheim Boulevard - Street c- -� complete in
place per square yard.
7.45
$70,402.50
ALT 3 -2
10,600
SY
Mansheim Boulevard - 8" im ized Subgrade
(4.5% Lime), complete in • • c • - square yard.
5.95
$63,070.00
ALT 3 -3
9,450
SY
Mansheim Boulevard 9 • :. - • Limestone Base,
complete in place - • -A ard.
14.30
$135,135.00
ALT 3 -4
9,450
SY
Mansheim Boulev " '7 ac Type D, complete in
place per s • uare i rd.
12.65
$119,542.50
ALT 3 5
9,450
SY
Deduct Item A4 Ce nt Treat Mansheim, complete in
place pe quare -rd.
(7.42)
(70119.00)
ALT 3 6
9,450
SY
Deduc em Al ► -1/2" HMACP Typ D, complete in
place r s • -re ard.
(14.90)
(140805.00)
$177,226.00
ATE NO. 4:
ALT 4 -1
23,890
SY
e Street Street Excavaton, complete in place per
squareyard.
5.65
$134,978.50
ALT 4 -2
27,350
Side Streets 6" Lime Subgrade 4.5% Lime, complete in
place per square yard.
5.25
$143,587.50
ALT 4 -3
23,8
SY
Side Streets 6" Crushed Limestone Base, complete in
place per square yard.
11.15
$266,373.50
ALT 4 4
,890
SY
Side Street 1.5" Hmac Type D, complete in place per
square acrd.
10.20
$243,678.00
ALT 4-
23,890
SY
Deduct Bid Itme A5 Cement Treat Exist Material,
complete in place per square yard.
4.97
( )
(118733.30)
A 4 -6
23,890
SY
Deduct Bid Item A9 2" Hmacp Type D, complete in
place per square yard.
AI Tr fl.I *T� w.�
(11.79)
(281663.10)
$388,221.10
BASE BID SUMMARY
SUB -TOTAL STREET WORK (ITEMS Al THRU A15)
SUB -TOTAL STORM WATER IMPROVEMENTS (ITEMS B1 THRU B31)
SUB -TOTAL WATERLINE IMPROVEMENTS (ITEMS C1 THRU C22)
SUB -TOTAL WASTEWATER IMPROVEMENTS (ITEMS D1 THRU D26)
TOTAL BASE BID:
ALTERNATE BID SUMMARY
ALTERNATE NO. 1
ALTERNAT O. / 1 " 18,688.50
ALTER ' /1O 0, $177,226.00
$388,221.10
$1,365 850.27
2,884,064.51
$379,770.03
$663,784.98
$5,293,469.79
Garrett Construction Company herewith certifies that the unit prices shown on this print -out for bid items
(including any additive or deductive alternates) contained in this proposal are the unit prices and no other
information from this print -out.
Garrett Construction Company acknowledges and agrees that the Total Bid Amount shown will be read as its
Total Bid and further agrees that the official Total Bid amount will be determined by multiplying the unit bid price
(column IV) shown in this print -out by the respective estimated qauantities shown in the Proposal (Column II)
and then totaling the extended amounts.
Jon
Presi t
8/22/06
The undersigned hereby declares that he has visited the site and has carefully
examined the plans, specifications and contract documents relating to the work
^overed 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 required) to insure
payment for all labor and materials. The bid bond attached to this proposal, in the
amount of 5% of the highest amount bid, is to become the property of the City of
Corpus Christi in the event the contract and bonds are not executed within the time
above set forth as liquidated damages for the delay and additional work caused
thereby.
Minority /Minority Business Enterprise Participation: The apparent low bidder
shall, within two days (five days for Contractors outside Nueces County) of receipt
of bids, submit to the City Engineer, in writing, the names and addresses of MBE
firms participating in the contract and a description of the work to be performed and
its dollar value for bic 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 within 470
calendar days from the date designated by a work order.
The undersigned further declares that he will provide all necessary tools and
apparatus, do all the work and furnish all materials and d� everything required to
carry out the above mentioned work covered by this proposal, in strict accordance
with the contract documents and the requirements pertaining thereto, for the sum or
sums above set forth.
Receipt of the following addenda is acknowledged (addenda number):
#1,2,3
(SEAL - If Bidder is
a Corporation
NOTE: Do not detach bid from other papers.
Fill in with ink and submit complete
with attached papers
Respectfully submitted:
Name: JON J. GARRETT
By:
( GNATURE)
Address: '.0. BOX 1028
(P.O. Box) (Street)
INGLESIDE, TEXAS 78362
(City) (State) (Zip)
(361) 643 -7575
Telephone:
Proposal
Page 16 of 18
(Revised August 2000)
STATE OF TEXAS
COUNTY OF NUECES
P E R F O R M A N E B O N D
POND NO. 2174735
KNOW ALL BY THESE PRESENTS:
THAT Garrett Construction Company of SAN PATRICIO County,
Texas, hereinafter called "Principal ", and INSURANCE COMPANY OF THE wES,T*
a corporation organized under the laws of the State of CALIFORNIA ,
and da'y authorised to a +o business in the State of Texas,
hereinafter callec "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 FIVE MILLION,
TWO HUNDRED NINETY -THREE THOUSAND, FOUR HUNDRED SIXTY -NINE AND
79/100($5,293,469.79) 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 bina ourselves, our heirs, executors,
administrators and success ors, jointly and severally, firmly by
these _resents
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
hristl , dated the 12TH cf SEPTEMBER , 20 06 , a copy of which
is hereto attached and made a part hereof, for the construction of:
MANSHEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A -6A
BOND 2004- NEIGHBORHOOD STREET RECONSTRUCTION -
CLUSTER FOUR - MANSHEIM/ SUNNYBROOK AREA
PROJECT NO. 2228
(TOTAL BASE BID: $5,293,469.79)
NOW, THEREFORE, if the principal shall faithfully perform said
work in accordance wit the plans, specifications and contract
documents, inciadinx 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 thia obligation shall be void; otherwise to remain
in full force and effect.
PROVIDED FURTHER, teat 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 an such change, extension of time, alteration or
addition: to the terms of the contract, or to the work to be
performed thereunder.
*NDEPENDENDENCE CASUALTY & SURETY CO.
Performance Bond
Page 1 )f 2
xivel meet -.he requirements of Article 5160,
`Je nor ` C L Ti . 3t:tulTes of Texas, and other applicable statutes of
the St a 's:e of Tema: .
-he undersigned agent is hereby designated by the Surety
herein as the Ager..t Res -dent in Nueces County to whom any requisite
n(,t tees may be de: ivere _i and on whom service of process may be had
it matters arising out of such suretyship, as provided by Art.
Vernon's Texas Insurance ('ode.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the 1ST
day ar OCTOBER , ( .
PRINCIPAL
GARRETT CONSTRUCTION COMPANY
By:
/ L.Y 4 6'-af
(Prin Name & Title)
ATTEST
Secretary
(Pr.in' Name?
SURETY
��I.tiCJL
INSURANCE COMPANY OF THE WEST
INDEPLNDENCE CASUALTY & SURETY CO.
Attorney-an-fact
MARY ELLEN MOORE
(Print Name)
This Most t Agent of the Surety in ifuetces County, f4n-
delivehry of notice amid service of process is:
Agency: SWANTNER & GORDON INSURANCE AGENCY
Contact Person: MARY ELLEN MOORE
Address: P.O. BOX 870
CORPUS CHRISTI, TEXAS 78403
Phone Number: 361- 883 -1711
(NOTE. Date 3f Perfor,,,an;-e Bond mus be prier to date of contract) (Revised 9/02)
Performance Bond
Page 2 of 2
STATE OF TEXAS §
COUNTY OF NUECES §
P A Y M E N T B O N D
BOND NO. 2174735
KNOW ALL BY THESE PRESENTS:
THAT Garrett Construction Company of SAN PATRICIO County,
Texas, hereinafter called "Principal ", and INSURANCE COMPANY OF THE WES7*
a corporation organized under the laws of the State of CALIFORNIA
and duly authorized so do business in the State of Texas,
hereinafter =lied "Surety", are held and firmly bound unto the
77 Corpus Ch isti, 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 FIVE
MILLION, TWO HUNDRED NINETY -THREE THOUSAND, FOUR HUNDRED SIXTY -NINE
AND 79/100($5,293,469.79) DOLLARS, lawful money of the United
States, to he paid in Nueces County, Texas, for the payment of
which s_im well ane truly be made we bind ourselves, our heirs,
executors, administrate) s end successors, jointly and severally,
i:mly . y the`_ pr set'=s.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
it ncipal entered :nto a certain contract with the City of Corpus
'hr istc, dated the 12TH day SEPTEMBER , 20 06 , a copy of which
Ls hereto attached and made a part hereof, for the construction of:
MANSHEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A -6A
BOND 2004- NEIGHBORHOOD STREET RECONSTRUCTION -
CLUSTER FOUR - MANSHEIM/ SUNNYBROOK AREA
PROJECT NO. 2228
(TOTAL BASE BID: $5,293,469.79)
NOW, THEREFORE, if the principal shall faithfully perform its
duties and make prompt payment to all persons, firms,
subcontractors, corporations and claimants supplying labor and
material in the rarosecatich 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
sha be void; :.)the:'wise to -emain in full force and effect.
PROVIDED FURTHER, that jf any legal action be filed upon this
bond, venue shall 1 e 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 anL such change, extension of time, alteration or
r INDEPENDENCE: CA:= 'JALn & SURETY .
ymen- Bond
Page 1 f t
ThLs LDr,c giver t meet Lhe requirements of Article 5160,
Vernor'.3 3tHtutes of Texas, and other applicable statutes of
the State of 7exa. 'Pe terms "Claimant", "Labor" and "Material",
a use herein hre :ici:.ordance with and as defined in said
t
The undersiTled agent is hereby designated by the Surety
herein as the Agent Resdent in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising cut cf such suretyship, as provided by Art.
7.1')-1, Vernon's TH,xas Insurance Cede.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of wh ch shall be deemed an original, this the 1ST
day of OCTOBER , 20 06
PRINCIPAL
GARRETT CONSTRUCTION COMPANY
By:
, 6X.32../2 6 7;7
marne & Tit:e
SURETY
INSURANCE COMPANY OF THE WEST
INDE-ENDENCE CASUALTY & SURETY CO.
Attorney-in-fac
MARY ELLEN MOORE
(Print NartE,
mit 4 mop ,o; t� Surety in 44gros. County, Testaii for
II iietTce d
ser'tri c of praesss is:
Agency:
SWANTNER & GORDON INSURANCE AGENCY
Contact Person: MARY ELLEN MOORE
Address: P.O. BOX 870
Phone Number:
CORPUS CHRISTI, TEXAS 78403
361-893-1711
(NOTE: Date cf l'a,..Trt.Rn E d must Not prier 'Iate af cont_ract) (Revised 9/02)
.ayment:
Rage 1'
No. 0004671
ICW GROUP
Power of Attorney
Insurance Company of the West
Explorer Insurance Company Independence Casualty and Surety Company
KNO\k ALa \TEN Ei' THESE PRESENTS That Insurance Company of the West. a Corporation duh organized under the laws of the State of California,
Explorer Insurance Company, a Corporation duly organized under the laws of the State of California. and Independence Casualty and Surety Company, a
Corporation duly organized under the laws of thr State of Tes as. (collectively referred to as the "Companies '), do hereby appoint
DIANN EISENHAI'ER, R.M. LEE. MARY ELLEN MOORE , LEROY' RYZA, KRISTI ROBERTS
5U R4
their true and iawfuI Attomey(s) -in -Fact with authority to date, execute, sign, seal. and deliver on behalf of the Companies, fidelity and surety bonds, undertakings,
and other similar contracts of suretyship. and an, related documents.
10 witness whereof, the Companies have caused these presents to be executed by its duly authorized officers this 1st day of November, 2005.
�4t. JIIPOIUTr;;,,4
sEititiono
‘,05X1
Olrj,) n
a SEAL 3
R
opro• ,.
Jeffrey D. Sweeney Assistan
}
State of California
SS
County of San Diego
ecretary
INSURANCE COMPANY OF THE WEST
EXPLORER INSURANCE COMPANY
INDEPENDENCE CASUALTY AND SURETY
COMPANY
V
John I_ Hannum, Executive Vice President
On 'November 1, 2005, before me, Francis Fafaul, Notary Public, personally appeared John L. Hannum and Jeffrey D. Sweeney, personally known to
me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and
that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument.
Witness my hand and official seal.
RESOLUTIONS
Francis Fafaul, Notary Public
This Power of Attomey is granted and is signed. sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by
the respective Boards of Directors of each of the Companies
"RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant
Secretary. are hereby authorized to execute Powers of Attomey appointing the person(s) named as Attorney(s) -in -Fact to date, execute, sign,
seal. and deliver on behalf of the Company. fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related
documents.
RESOLVED FURTHER: that the signatures of the officers making the appointment, and the signature of any officer certifying the validity
and current status of the appointment. may be facsimile representations of those signatures: and the signature and seal of any notary, and the
seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same
force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or
photocopying "
CERTIFICATE
I, the undersigned, Assistant Secretar of Insurance Company of the West, Explorer Insurance Company. and Independence Casualty and Surety Company, do
hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the
respective Boards of Directors of the Companies and are now in full force.
IN WITNESS WHEREOF, [have set my hand this 1ST day of OCTOBEP_ 2006 .
Jeffrey D. Sweeney, Assistant Secretary
To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number,
the above named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, ICW Group,
1 1455 El Camino Real, San Diego, CA 92130 -2045 or call (858)350-2400.
This power is in full force and effect until revoked
bagCity of
C'cxpus
_... Christi
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to
do business with the City to provide the following information. Every question must be
answered. If the question is not applicable, answer with "NA ".
FIRM NAME, GARRh'1'1' CONSTRUCTION COMPANY
STREET: FM 2725 & GARRhXT RD. CITY: INGLESIDE ZIP: 78362
FIRM is t.Corporation t ?.Partnership C 3.Sole Owner ❑
4 Association [ S.Other U
DISCLOSURE QUESTIONS
If additional space is necessary please use the reverse side of this page or attach separate
sheet.
1. State the names of each "employee' of the City of Corpus Christi having an "ownership
interest" constituting 3% or more of the ownership in the above named "firm "_
Name Job Title and City Department (if known)
N/A
State the names of each "official- of the City of Corpus Christi having an "ownership
interest:" constituting 3% or more or the ownership in the above named "firm".
Name
Title
N/A
State the names of eac,; 'hoard member" of the City of Corpus Christi having an "ownership
interest" constituting 3% or more of the ownership in the above named "firm ".
Name
N/A
Hoard, Commission or Committee
4. State the names of each employee or officer of a "consultant" for the City of Corpus
Christi who worked on any matter related to the subject of this contract and has an
"ownership interest" constituting 3% or more of the ownership in the above named "firm ".
Marne
Consultant
N1 A
CERTIFICATE
I certify that all information provided is true and correct as of the date of this
statement, that I have not knowingly withheld disclosure of any information requested; and
that supplemental statements will he promptly submitted to the City of Corpus Christi, Texas
as changes occur.
Cart fying Person JON J. GARRI11'
(Type or Print)
Signature ret Certifying Person:
Title: PRESIDENT
Proposal
Page 17 of 18
Date:
8 -23 -06
DEFINITIONS
"Board Member ". A member of any board, commission or committee appointed by the City
Council of the City of Corpus Christi, Texas.
b "Employee ". Any person employed by the City of Corpus Christi, Texas, either on a full
or part time basis, but not as an independent contractor.
c "Firm ". Any entity operated tor economic gain, whether professional, industrial or
commercial and whether established to produce or deal with a product or service,
including but not limited to, entities operated in the form of sole proprietorship, as
self- employed person, partnership, corporation, joint stock company, joint venture,
receivership or trust and entities which, for purposes of taxation, are treated as non -
profir organizations
d "Official ". The Mayor, members of the City Council, City Manager, Deputy City Manager,
Assistant City Managers, Department and Division Heads and Municipal Court Judges of the
;City of Corpus Christi, Texas .
e. "Ownership Interest" Legai or equitable interest, whether actually or constructively
held, in a firm, including when such interest is held through an agent, trust, estate or
holding entity. "Constructively held" refers to holding or control established through
voting trusts, proxies or special terms of venture or partnership agreements.
f. "Consultant" Any person or firm, such as engineers and architects, hired by the City of
Corpus Christi or th «t purpose of professional consultation and recommendation_
Proposal
Page 18 of 18
ACOR_D,. l:tk 11I -I(;A I t OF LIABILITY INSURANCE CSR Bs I VN 1 IeTaIUVITT TI)
GARRE -3 4 09/27/06
PRODUCER
Swantner & Gordon Ins. Agcy -CC
P. O. Box 870
Corpus Christi TX 78403 -0870
Phone:361- 883 -1711 Fax:361- 844 -0101
INSURED
Garrett Construction Company;
Live Oak Materials, Inc;
Garrett Marine, Inc.
P. 0. Box 1028
Ingleside TX 78362 -1028
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
NAIC #
INSURER A: Clarendon America Insurance Co
INSURER B: Texas Mutual Insurance Company
INSURER C RSUI Indemnity Company
INSURER D: The Travelers Lloyds Ins. Co.
41262
INSURER E
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN '.SSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSR ADP L
LTR INTRO
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (AMIIDDIYY)
POLICY PNtATION
DATE ( WDDIYY)
LIMITS
A
GENERAL LIABILITY V/
DCT000008246
.0
07/26/06
07/26/07
EACH OCCURRENCE
$1,000,000
X; COMMERCIAL GENERAL LIABILITY
PUMA K
e)
$100,000
+-- CLAIMS MADE ! X � OCCUR
MED EXP (Any one person)
$ 5000
PERSONAL & ADV INJURY
$ 1 , 0 00 , 0 0 0
GENERAL AGGREGATE
$2,000,000
GE N'L AGGREGATE LIMIT APPLIES PER
PRODUCTS - COMP/OP AGG
32,000,000
-. PRO-
POLICY X JECT LOC
Emp Ben.
1,000,000
A
L__.. AUTOMOBILE LIABILITY /
y
X ANY AUTO
I - -.-
ALL OWNED AUTOS
-'
SCHEDULED AUTOS
DCT000008254
I,/
07/25/06
07/25/07
✓
COMBINED SINGLE LIMIT
(Ea accident)
' 1000000
BODILY INJURY
(Per person)
X HIRED AUTOS
BODILY INJURY
(Per accident)
' X NON -OWNED AUTOS
PROPERTY DAMAGE
(Per accident)
—
t GARAGE LIABILITY
ANY AUTO
AUTO ONLY - EA ACCIDENT
$
OTHER THAN EA ACC
$
AUTO ONLY: AGG
S
EXCESS/UMBRELLA LIABILITY Y
C ■ X OCCUR �1 CLAIMS MADE
—
DEDUCTIBLE
jX RETENTION $10000
NHN035949
V
07/26/06
07/26/07
/
V
EACH OCCURRENCE
V(1,000,000
AGGREGATE
$ 1,000,000
S
$
$
WORKERS COMPENSATION AND /
WORKERS
EMPLOYERS'LIABKITY ✓
B i ANY PROPRIETOR /PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
1 If yes, describe under
SPECIAL PROVISIONS below
TSF0001080533
/
�/
07/26/06
07/26/07
WCSIATU- ON-
X (TORY LIMITS ER
E.L. EACH ACCIDENT
S 500000
E.L. DISEASE - EA EMPLOYEE
$ 500000
E.L. E DISEASE - POLICY LIMIT
$500000
I OTHER
D iEquip Floater
'Lease /Rentl,al Equip
QT6600768C347
07/26/06
07/26/07
$2500 Ded $250,000
DESCRIPTION OF OPERA1i NS / LOCATIONS /VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
PROJECT: MAN$)'IEIM AREA DRAINAGE IMPROVEMENTS PHASE 2A -6A, BOND
2004-NEIGHBORHOOD STREET RECONSTRUCTION CLUSTER FOUR MANSHEIM /SUNNYBROOK
AREA - PROJECT NO. 2228 V
The City of Corpus Christi is named as Additional Insured on all General
Liability and all Automobile Liability policies.
CANCELLATION
City of Corpus Christi
Engineering Services
Contract Administrator
P. 0. Box 9277
Corpus Christi TX 78469
C ICC -CC
-9277
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORR'THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 ✓ 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
REPRESENTATNES.
AU ORQED RE'' / /�ET�IE
ACORD 25 (2001/08)
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25 (2001/08)
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY - PLEASE READ IT CAREFULLY
/ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
✓ COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization
1
City of Corpus Christi
Department of Engineering Services
Attn: Contract Administrator
P. O. Box 9277
Corpus Christi, Texas 78469 -9277
(If no entry appears above, information required to complete this endorsement will be shown in the Declaration as
applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in
the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you.
Named Insured: Garrett Construction Company
Policy Number: DCT000008246
Effective Date of This Endorsement:
Authorized Representative:
Name (Printed): R. M. Lee
07/26/06
Title (Printed): Managing Partner
ATTACHMENT 2
GL 2010 11 85 1 OF 2
ADDITIONAL INSURED
This endorsement modifies insurance provided under the following:
1
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
TRUCKERS COVERAGE FORM
TE 99 01B
This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below:
Endorsement Effective
Policy Number
07/26/06
✓
DCT000008254
Named Insured
/ CL4 ,
Garrett Construction Company
Countersigned by
(Authorized Representative)
fhe provisions and exclusions that apply to LIABILITY COVERAGE also apply to this endorsement.
Additional Insured:
J
City of Corpus Christi
Dept. Of Engineering Services
Attn: Contract Administrator
P. O. Box 9277
Corpus Christi, TX 78469 -9277
is an insured, but only with respect to legal responsibility for acts or omissions of a person for whom Liability Coverage is
afforded under this policy.
The additional insured is not required to pay for any premiums stated in the policy or earned from the policy. Any return
premium and any dividend, if applicable, declared by us shall be paid to you.
You are authorized to act for the additional insured in all matters pertaining to this insurance.
We will mail the additional insured notice of any cancellation of this policy. If the cancellation is by us, we will give ten
days notice to the additional insured.
The additional insured will retain any right of recovery as a claimant under this policy.
FORM TE 99 01B - ADDITIONAL INSURED
Texas Standard Automobile Endorsement
Prescribed by March 19, 1992
ATTACHMENT 2
2 OF 2
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY - PLEASE READ IT CAREFULLY
TEXAS CHANGES - AMENDMENT OF
`/CANCELLATION PROVISIONS OR COVERAGE CHANGE
This endorsement modifies insurance provided under the following:
/ COMMERCIAL GENERAL LIABILITY COVERAGE PART
/ LIQUOR LIABILITY COVERAGE PART
OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART
POLLUTION LIABILITY COVERAGE PART
PRODUCTS / COMPLETED OPERATIONS LIABILITY COVERAGE PART
RAILROAD PROTECTIVE LIABILITY COVERAGE PART
In the event of cancellation or material change that reduces or restricts the insurance afforded by this coverage part, we
agree to mail prior written notice of cancellation or material change to:
City of Corpus Christi
Dept. Of Engineering Services
Attn: Contract Administrator
P. O. Box 9277
Corpus Christi, TX 78469 -9277
Number of days advance notice: THIRTY (30)
Named Insured: Garrett Construction Company
Policy Number: DCT000008246
Effective Date of This Endorsement:
Authorized Representative:
Name (Printed): R. M. Lee
07/26/06
Title (Printed): Managing Partner
CG0205 (11/85)
ATTACHMENT 3
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TE 02 02A
CANCELLATION PROVISION OR COVERAGE CHANGE ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
TRUCKERS COVERAGE FORM
This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below:
Endorsement Effective
07/26/06 1
Policy Number
DCT000008254
Named Insured
Garrett Construction Company /
0,- '
Countersigned by
i
-0,,,
v
(Authorized Representative)
THIRTY (30) days before this policy is canceled or materially changed to reduce or restrict coverage we will mail notice
of the cancellation or change to:
,/
City of Corpus Christi
Dept. Of Engineering Services
Attn: Contract Administrator
P. O. Box 9277
Corpus Christi, TX 78469 -9277
Authorized Representative:
Name (Printed):
Title (Printed):
R. M. Lee
Managing Partner
FORM TE 02 02A - CANCELLATION PROVISION OR COVERAGE CHANGE ENDORSEMENT
Texas Standard Automobile Endorsement
Prescribed November 1, 1987
ATTACHMENT 3
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WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
WC 42 06 01
(ED. 7 -85)
TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the
Information Page.
In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization
named in the Schedule. The number of days advance notice is shown in the Schedule.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
I . Number of days advance notice: 30
Notice will be mailed to:
City of Corpus Christi
Department of Engineering Services
Attn: Contract Administrator
P 0 Box 9277
Corpus Christi, TX 78469 -9277
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective:
07/26/06 Policy No. TSF0001080533 / Endorsement No.
Insured Garrett Construction Company
Insurance Company Texas Mutual Insurance Co Countersigned By:
WC 42 06 01 Name (Printed):
(Ed. 7 -84) Title (Printed):
GENERAL
ENDORSEMENT
R. M. Lee
Managing Partner
ATTACHMENT 3
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