HomeMy WebLinkAboutC2008-490 - 10/21/2008 - Approved2008-490
10/21/08
M2008-275
H&G Contractors
S P E C I A L P R O V I S I O N S
S P E C I F I C A T I O N S
A N D
F O R M S O F C O N T RAC T S A N D B O N D S
F O R
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PREPARED BY
RVE, INC.
820 BUFFALO STREET
CORPUS CHRISTI, TEXAS 78401
Phone: 361/887-8851
Fax: 361/887-8855
FOR
STREET DEPARTMENT
CITY OF CORPUS CHRISTI, TEXAS
Phone: 361/826-1881
Fax: 361/826-1887
AND
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
Fhone: 361/880-3500
Fax: 361/880-3501
PROJECT N0: 6278
DRAWING NO: STR 790
36347
„~,y~,
.- -
(Revised 7/5/00)
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
Table of Contents
NOTICE TO BIDDERS (Revised ~/5/00)
NOTICE TO CONTRACTORS - A (Revised May, 2006)
Insurance Requirements
NOTICE TO CONTRACTORS - B (Revised ~/5/00)
Worker's Compensation Coverage For Building or Construction Projects For
Government Entities
PART A - SPECIAL PROVISIONS
A-1 Time and Place of Receiving Proposals/Pre-Bid Meeting
A-2 Definitions and Abbreviations
A-3 Description of Project
A-4 Method of Award
A-5 Items to be Submitted with Proposal
A-6 Time of Completion/Liquidated Damages
A-7 Workers Compensation Insurance Coverage
A-8 Faxed Proposals
A-9 Acknowledgment of Addenda
A-10 Wage Rates (Revised 7/5/00)
A-11 Cooperation with Public Agencies (Revised 7/5/00)
A-12 Maintenance of Services
A-13 Area Access and Traf £ic Control
A-14 Construction Equipment Spillage and Tracking
A-15 Excavation and Removals
A-16 Disposal/Salvage of Materials
A-17 Field Office
A-18 Schedule and Sequence of Construction
A-19 Construction Staking
A-20 Testing and Certification
A-21 Project Signs
A-22 Minority/Minority Business Enterprise Participation Policy (Revised 10/98)
A-23 Inspection Required (Revised 7/5/00)
A-24 Surety Bonds
NOT 03SD (6/11/98)
A-26 Supplemental Insurance Requirements
NOT IISSD
A-28 Considerations for Contract Award and Execution
A-29 Contractor's Field Administration Staff
A-30 Amended "Consideration of Contract" Requirements
A-31 Amended Policy on Extra Work and Change Orders
A-32 Amended "Execution of Contract" Requirements
A-33 Conditions of Work
A-34 Precedence of Contract Documents
"~ - '^1 --- NOT OSED
A-36 Other Submittals (Revised 9/18/00)+V
.. ... .'.:: :d --a nt. _.,..... a..... r ..i...a u.._ «t.,. NOT QSBD
A-38 Worker's Compensation Coverage for Building- or Construction Projects for
Government Entities
A-39 Certificate of Occupancy and Final Acceptance
A-40 Amendment to Section B-8-6: Partial Estimates
A-41 Ozone Advisory
Rev. 12/2/99
Page 1 of 4
A-42 OSHA Rules & Regulations
A-43 Amended Indemnification & Hold Harmless (9/98)
A-44 Change Orders (4/26/99)
A-45 As-Built Dimensions and Drawings (7/5/00)
A-46 Disposal of Highly Chlorinated Water (7/5/00)
A-47 Pre-Construction Exploratory Excavations (7/5/00)
A-46 Overhead Electrical Wires (7/5/00)
A-49 Amend "Maintenance Guaranty" (8/24/00)
A-50 Geotechnical Report
A-51 Mobilization and Demobilization Bid Items
A-52 Electronic Proposal Forms
A-53 Work Hours
8-54 Staging Area and Work Corridor
A-55 Bio-Monitoring of Shorebirds
A-56 Bid Extension
A-57 Amended Prosecution and Progress
Attachment No. 1
Attachment No. 2
PART 8 - GENERAL PROVISIONS
PART C - FEDERAL WAGE RATES AND REQUIREMENTS
PART S - STANDARD SPECIFICATIONS
021 SITE PREPARATION
021020 Site Clearing & Stripping SS
021040 Site Grading S6
021080 Removing Old Structures S55
022 EARTHWORK
022020 Excavation & Backfill for Utilities & Sewers S9
022022 Trench Safety for Excavations
022040 Street Excavation S10
022060 Channel Excavation S11
022080 Embankment S13
022100 Select Material S15
022420 Silt Fence S97
025 ROADWAY
0252 SUBGRADES AND BASES
025205 Pvmt. Repair, Curb, Gutter, Sdwk. Dwy. Replacement
025222 Flexible Base High Strength S24A
0254 ASPHALTS AND SURFACES
025404 Asphalts, Oils, & Emulsions 529
025412 Prime Coat S30
025424 Hot Mix Asphalt Concrete Pavement S34
0258 TRAFFIC CONTROLS & DEVICES
025802 Temporary Traffic Controls During Construction
025805 Abbreviated Pavement Markings 5101
025807 Pavement Markings (Painted or Thermoplastic) S45
025816 Raised Pavement Markers & Traffic Buttons
025818 Reference - Pvmt Markers (Tx DOT D-9-4200)
025820 Reference - Traffic Buttons (Tx DOT D-9-4300)
025828 Bituminous Adhesive for Pvmt Marker (Tx DOT D-9-6130)
Rev. 12/2/99
Page 2 of 4
026 UTILITIES
0262 GENERAL
026201 Waterline Riser Assembly S79
026202 Hydrostatic Testing of Pressure Systems S89
026206 Ductile Iron Pipe & Fittings S81
026210 PVC Pipe for Waterlines & San FM's AWWA C900/C905
0264 WATERLINES
026402 Waterlines S88
0265 SANITARY FORCE MAINS
026602 Sanitary Sewer Force Mains 569
026604 Air Release Valves for Wastewater S96
027 SEWERS & DRAINAGE
0274 STORM SEWERS
027402 Reinforced Concrete Pipe Culverts S60
027610 Televised Inspection of Conduits 5125
028 SITE IMPROVEMENTS & LANDSCAPING
028020 Seeding S14
030 CONCRETE, GROUT
030020 Portland Cement Concrete S40
032020 Reinforcing Steel S42 (Includes Diagram)
037040 Epoxy Compounds 544
038000 Concrete Structures S41
050 METALS
055420 Frames, Grates, Rings, & Covers S57
PART T - TECHNICAL SPECIFICATIONS
31 35 19 Erosion Control Turf Reinforcement Matting
35 31 19 Articulated Concrete Block
GEOTECHNICAL INVESTIGATION REPORT
1. Subsurface Exploration and Pavement Recommendations for the Proposed Laguna
Shores Road Improvements from Graham Road to Hustlin' Hornet Drive, Corpus
Christ, TX. City of Corpus Christi Project No. 6278 dated August 24, 2005 by
Rock Engineering and Testing Laboratory Inc.
2. Subsurface Investigation, Laboratory Testing Program and Geotechnical
Recommendations for the Proposed Laguna Shores Bridge Replacement Project,
Corpus Christi, TX. City of Corpus Christi Project No. 6276 dated July 28,
2009 by Rock Engineering and Testing Laboratory Inc.
LIST OF DRAWINGS
1. Title Sheet
2. General Notes
3. Legend and Testing Schedule
4. Estimated Summary Table of Quantities
Rev. 12/2/99
Page 3 of 4
5.
6.
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Benchmark Control & Construction Sequence
Construction Phasing Plan
AdvanceWarning Traffic Control Devices
Traffic Control & Typical Lane Closure Plan
Traffic Control & Typical Lane Closure Plan
Existing Roadway Plan & Profile - Sheet 1 of
Existing Roadway Plan & Profile - Sheet 2 of
Existing Roadway Plan ~ Profile - Sheet 3 of
Existing Roadway Plan & Profile - Sheet 4 of
Existing Roadway Plan & Profile - Sheet 5 of
Existing Roadway Sections & Bridge Section
Demolition Plan & Profile - Sheet 1 of 5
Demolition Plan & Profile - Sheet 2 of 5
Demolition Plan & Profile - Sheet 3 of 5
Demolition Plan & Profile - Sheet 4 of 5
Demolition Plan & Profile - Sheet 5 of 5
Proposed Roadway Plan & Profile - Sheet 1 of
Proposed Roadway Plan & Profile - Sheet 2 of
Proposed Roadway Plan & Profile - Sheet 3 of
Proposed Roadway Plan & Profile - Sheet 4 of
Proposed Roadway Plan & Profile - Sheet 5 of
Proposed Roadway Sections
Roadway Details - Sheet 1 of 2
Roadway Details - Sheet 2 of 2
Sheet 1 of 2
Sheet 2 of 2
5
5
5
5
5
Bridge Layout & Utility Adjustment Plan
Prestressed Concrete Box Beam Span - Type B20
Prestressed Concrete Box Beam Details - Type B20 (1 of 2)
Prestressed Concrete Box Beam Details - Type B20 (2 of 2)
Hox Seam Standard Details
Abutment Details
Abutment Backfill Details & Armor Joint Details
Interior Bent Details
Prestressed Concrete Piling & Elastomeric Bearing Details
Box Beam Rail Anchoring Details
Bridge Rail Details (T101)
Guardrail Details - Sheet 1 of 3
Guardrail Details - Sheet 2 of 3
Guardrail Details - Sheet 3 of 3
Striping & Marking Plan - Sheet 1 of 2
Striping & Marking Plan - Sheet 2 of 2
Traffic Control Details & General Notes - Sheet 1 of 4
Traffic Control Details & General Notes - Sheet 2 of 4
Traffic Control Details & General Notes - Sheet 3 of 4
Traffic Control Details & General Notes - Sheet 4 of 4
Standard Sign Details - Sheet 1 of 2
Standard Sign Details - Sheet 2 of 2
Standard Sign Mounting Details
Pavement Marking Details
Storm Water Beat Management Practices
NOTICB
AGREEMENT
PROPOSAL/DISCLOSURE STATEMENT
PERFORMANCB.BOND
PAYMENT BOND
Rev. 12/2/99
Page 4 of 4
NOTICE TO BIDDERS
NOTICS TO BIDDBRS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
LAGUNA SHORES ROAD REHABILITATION - GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0. 6278 which consists of; demolishing and reconstructing
approximately 5,700 LF of a 2 lane roadway; installing approximately 5,050
SY of articulated concrete matting; installing approximately 5,125 SY of
erosion control matting; demolishing of existing bridge structure over
channel; excavating approximately 805 CY for channel widening; new box beam
bridge structure; installing new metal beam guard rail; replacing
approximately 140 LF of each 12" waterline, 16" Force Main, & 10" Force Main
at channel; new air release valves at channel crossing; reconstructing new
driveways with 18" RCP culverts and safety end treatments; installing new
sign structures along roadway; and new pavement striping and traffic
buttons;
all in accordance with the plans, specifications and contract documents;
will be received at the office of the City Secretary until 2:00 p.m. on
Wednesday, September 03, 2008, and then publicly opened and read. Any bid
received after closing time will be returned unopened.
A pre-bid meeting is scheduled for 10:00 a.m., Wednesday, August 27, 2008
and will be conducted by the City. The location of the meeting will be the
Department of Engineering Services Main Conference Room, Third Floor, City
Hall, 1201 Leopard Street, Corpus Christi, TX.
A bid bond in the amount of 5'k of the highest amount bid must accompany each
proposal. Failure to provide the bid bond will constitute a non-responsive
proposal which will not be considered. Failure to provide required
performance and payment bonds for contracts over $25,000.00 will result in
forfeiture o£ the 5~ bid bond to the City as liquidated damages. Bidder's
plan deposit is subject to mandatory forfeiture to the City if bidding
documents are not returned to the City within two weeks of receipt of bids.
Plans, 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 in good condition within two weeks of bid
date. Documents can be obtained by mail upon receipt of an additional
($10.00) which is a non-refundable postage/handling charge.
The bidder is hereby notified that the owner has ascertained the wage rates
which prevail in the locality in which this work is to be done and that such
wage scale is set out in 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 of "laborer," "workman," or "mechanic"
employed on this project.
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, seems
most advantageous to the City and in the best interest of the public.
CITY OF CORPUS CHRISTI, TEXAS
/s/ Kevin Stowers
Interim Director of Engineering Services
/ s / Armando Chaps
City Secretary
Revised 7/5/00
NOTICE TO CONTRACTORS - A
NOTICE TO CONTRACTORS - A
INSURANCE REQUIREMENTS
Revised May, 2006
A Certificate of insurance indicating proof of coverage in the following amounts
is required:
TYPE OF INSURANC8 MINIMUM INSURANCB COVERAGB
30-Day Notice o£ Caacellatioa required on Bodily Injury sad Property Damage
all certificates PSR OCCURR8NC8 / AGGR8GAT8
Commercial General Liability including: $2,000,000 COMBINED SINGLE LIMIT
1. Commercial Form
2. Premises - Operations.
3. Explosion and Collapse Hazard
4. Underground Hazard
5. Products/ Completed Operations
Hazard
6. Contractual Liability
7. Broad Form Property Damage
8. Independent Contractors
9. Personal Injury
AUTOMOBILfi LIABILITY--OWNED NON-OWNED $1,000,000 COMBINED SINGLE LIMIT
OR RENTED
WHICH COMPLIES WITH THE TEXAS WORKERS'
WORKERS' COMPENSATION COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHIBIT
EMPLOYERS' LIABILITY $100,000
EXCESS LIABILITY $1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION LIABILITY/ $2,000,000 COMBINED SINGLE LIMIT
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental ^ REQUIRED
discharge; to include long-term X NOT REQUIRED
environmental impact for the disposal of
contaminants
BUILDERS' RISK See Section B-6-11 and Supplemental
Insurance Requirements
^ REQUIRED
X NOT REQUIRED
INSTALLATION FLOATER See Section B-6-11 and Supplemental
Insurance Requirements
^ REQUIRED
X NOT REQUIRED
Page 1 of 2
^ The City of Corpus Christi and RVB, Inc. must be named as an additional insured on
all coverages except worker's compensation liability coverage.
^ The same of the Project must be listed under "description of operations" on each
certificate of insurance.
^ For each insurance coverage, the Contractor shall obtain an endorsement to the
applicable insurance policy, signed by the insurer, providing the City with thirty
(30) days prior written notice of cancellation of or material change on any
coverage. The Contractor shall provide to the City the other endorsements to
insurance policies or coverages which are specified in section B-6-11 or Special
Provisions section of the contract.
A completed "Disclosure of Interest" must be submitted with your proposal.
Should you have any questions regarding insurance requirements, please contact the
Contract Administrator at 880-3500.
Page 2 of 2
NOTICE TO CONTRACTORS - B
NOTICE TO CONTRACTORS - B
WORKER'S COMPENSATION INSURANCE
REQUIREMENTS
Page 1 of 11
Texas Administrative Code
TITLE 28 INSURANCE
PART 2 TEXAS DEPARTMENT OF INSURANCE, DIVISION OF
WORKERS' COMPENSATION
CHAPTER 110 REQUIRED NOTICES OF COVERAGE
SUBCHAPTER B EMPLOYER NOTICES
RULE §110.110 Reporting Requirements for Building or Construction
Projects for Governmental Entities
(a) The following words and terms, when used in this rule, shall have the following meanings,
unless the context clearly indicates otherwise. Terms not defined in this rule shall have the
meaning defined in the Texas Labor Code, if so defined.
(1) Certificate of coverage (certificate)--A copy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a workers' compensation coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers'
compensation insurance coverage for the person's or entity's employees (including those subject
to a coverage agreement) providing services on a project, for the duration of the project.
(2) Building or construction--Has the meaning defined 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, §401.011(44).
(5) Coverage agreement--A written agreement on form TWCC-81, form TWCC-82, form
TWCC-83, or form TWCC-84, filed with the Texas Workers' Compensation Commission which
establishes a relationship between the parties for purposes of the Texas Workers' Compensation
Act, pursuant to the Texas Labor Code, Chapter 40G, 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 governmental entity.
~~
(7) Persons providing services on the project (subcontractor m §406.096 of the Act)--With 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
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes but is not limited to independent
contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of
any such entity, or employees of any entity famishing persons to perform services on the project.
Page 2 of 11
"Services" includes but is not limited to providing, hauling, or delivering equipment or materials,
or providing labor, transportation, or other service related to a project. "Services" does not
include activities unrelated to the project, such as food beverage vendors, office supply
deliveries, and delivery of portable toilets.
(8) Project--Includes the provision of all services related to a building or construction contract
for a governmental entity.
(b) Providing or causing to be provided a certificate of coverage pursuant to this mle is a
representation by the insured that all employees of the insured who are providing services on the
project are covered by workers' compensation coverage, that the coverage is based on proper
reporting of classification codes and payroll amounts, and that all coverage agreements have
been filed with the appropriate insurance carrier or, in the case of aself-insured, with the
commission's 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 penalties, criminal penalties, civil penalties, or other
civil actions.
(c) A governmental entity that enters into a building or constmction contract on a project shall:
(1) include in the bid specifications, all the provisions of paragraph (7) of this subsection, using
the language required by paragraph (7) of this subsection;
(2) as part of the contract, using the language required by paragraph (7) of this subsection,
require the contractor 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 of
coverage 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 of the project;
(5) retain certificates of coverage on £le 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 to them by law; and
(7) use the language contained in the following Figure 1 for bid specifications and contracts,
without any additional words or changes, except those required to accommodate the specific
document in which they are contained or to impose stricter standazds of documentation: Attached
Graphic .
Page 3 of 11
(d) 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 of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the 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 certificate 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 the 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 aze 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 commission rules. This notice must be printed with a title in at least 30 point
bold type and text in at least 19 point normal type, and shall be in both 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 commission on the sample notice, without any additional words
or changes: Attached Graphic
(8) contractually require each person with whom it contracts to provide services on a project 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 the contractor. prior to that person beginning work on
the project;
(C) include in all contracts to provide services on the project the language in subsection (e)(3)
of this section;
Page 4 of 11
(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 thereafter;
(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
(H) contractually require each other person with whom it conhacts, 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 aze 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 fling of any
coverage agreements;
(2) provide a certificate of 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 contract 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 contract who will provide services on the project will be covered by workers' compensation
coverage for the duration of the project, that the coverage will be based on proper reporting of
classification Codes and payroll amounts, and that all coverage agreements will be filed with the
appropriate insurance carrier or, in the case of aself-insured, with the conmussion's Division of
Self-Insurance Regulation. Providing false or misleading information may subject the contractor
to administrative penalties, criminal penalties, civil penalties, or other civil actions."
(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 covemge, if the coverage period shown on the certificate of coverage ends during the duration
of the project;
(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;
Page 5 of 11
(6) retain all requved 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 providing services on the
project and send the notice within ten days after the person knew or should have known of the
change; and
(8) contractually require each other person with whom it contracts to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts
and filing of any 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 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 contract;
(F) retain all required certificates of coverage on file for the duration of the project and for one
yeaz thereafter;
(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
(IT) contractually require each person 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 aze 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 mle 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.
Page 6 of 11
(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, §4(j).
(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 aze 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 officers 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 Note: The provisions of this § 110.110 adopted to be effective September 1, 1994, 19
_ TexReg 5715; amended to be effective November 6, 1995, 20 TexReg 8609
Page 7 of I 1
T28S110.110(d)(7)
"REQUIRED WORKERS' COMPENSATIONCOVERAGE"
"The law requires that each person working on this site or providing services related !o 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. " ~
Page 8 of 11
T28S 110.110(c)(7)
Article . Workers' Compensation Insurance Coverage.
A. Definitions:
Certificate of coverage ("certificate')- Acopy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-
82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for
the person's or entity's employees providing services on a project, for the duration of the project.
Duration of the project -includes the time from the beginning ojthe work on the project until the
contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in ,§406.096) -includes all persons
or entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees: This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of
any such entity, or employees of any entity which furnishes persons to provide services on the
project. "Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, oJjice supply
deliveries, and delivery ofportable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements
of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services
on the project, for the duration of the project.
C The Contractor must provide a certificate ojcoverage to the governmental entity prior to
being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the governmental entity showing that coverage has been
extended.
E. The contractor shall obtain from each person providing services on a project and provide to
the governmental entity:
(1) 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 the project; and
(2) 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.
Page 9 of 11
F The contractor shall retain aU required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within 10 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.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons providing
services on the project that they are required to be covered, and stating how a person may verify
coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
(1) provide coverage, based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code,
Section 401.011(44) for all of its employees providing services on the project, for the duration of
the project;
(2) provide to the contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person providing
services on the project, for the duration of the project;
(3) 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;
(4) obtain from each other person wish whom it contracts, and provide to the contractor:
(a) a certificate of coverage, prior to the other person beginning work on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage
period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(S) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(6) notes the governmental entity in writing by certified mail or personal delivery, within 10
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
(7) contractually require each person with whom it contracts, to perform as required by
paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they
are providing services.
J. By signing this contract or providing or causing to be provided a certificate of coverage, the
contractor is representing to the governmental entity that all employees of the contractor who
will provide services on the project will be covered by workers' compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification
codes and payroll amounts, and that all coverage agreements will be filed with the appropriate
insurance carrier or, in the case of aself-insured, with the commission's Division of Self-
Page 10 of 11
Insurance Regulation. Providing false or misleading information may subject the contractor to
administrative penalties, criminal penalties, civil penalties, or other civil actions.
K The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
Page 11 of 11
PART A
SPECIAL PROVISIONS
LAGDNA 3HOR8S ROAD RBHABILITATION
GRARAffi ROAD TO HI7STLIN' HORNET DRIVH
PROJBCT NO. 6278
SECTION A - SPBCIAL PROVI320NS
A-1 Time and Place of Receiviag Proposals/Pre-Sid Meetiag
Sealed proposals will be received in conformity with the official
advertisement inviting bids for the project. Proposals will be received in
the office of the City Secretary, located on the first floor of City Hall,
1201 Leopard Street, until 2:00 PN oa Wednesday, September 3, 2008. Proposals
mailed should be addressed in the following manner:
City of Corpus Christi
City Secretary's Office
1201 Leopard Street
Corpus Christi, Texas 78401
ATTN:BID PROPOSAL- LAGONA 3HORHS ROAD RSRABILITATION
GRAHAM ROAD TO HDSTLIN' HORNET DRIVE
PROJECT NO. 6278
A pre-bid meeting will be held on Wedaesday, August 27, 2008, beginning at
10:00 AM. The meeting will convene at the Engineering Services Main
_ _ Conference Room, Third Floor, City Hall, 1201 Leopard Street, Corpus Christi,
TX. and will include a discussion of the project elements. If requested, a
site visit will follow.
No additional or separate visitations will be conducted by the City.
A-2 De£initioas aad Abbreviations
Section B-1 of the General Provisions will govern.
A-3 Descriptioa of Project
LAGDNA SHORBS ROAD RHHAHILITATZON - GRAHAM ROAD TO HDSTLIN' HORNET DRIVH
1 PROJHCT No. 6278 which consists of; demolishing and reconstructing
approximately 5,700 LF of a 2 lane roadway; installing approximately 5,050 SY
of articulated concrete matting; installing approximately 5,125 SY of erosion
control matting; demolishing of existing bridge structure over channel;
excavating approximately BOS CY for channel widening; new box beam bridge
structure; installing new metal beam guard rail; replacing approximately 140
LF of each 12" waterline, 16" Force Main, & 10" Force Main at. channel; new
air release valves at channel crossing; reconstructing new driveways with 16"
RCP culverts and safety end treatments; installing new sign structures along
roadway; and new pavement striping and traffic buttons; in accordance with
plans, specifications and contract documents.
A-4 Method of Award
The bids will be evaluated upon the following order of priority, subject to
availability of funds:
1. Total Base Sid (Part A + Part B), or
2. Total Base eid + Additive Alternate No. 1
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, subject to
the availability of funding.
Section A - SP
(Revised 12/15/04)
Page 1 of 24
A-5 Items to be Submitted with Proposal
The following items are required to be submitted with the proposal:
1. 5~ Hid Boad (Must reference: LAGIINA SHORES ROAD REHABILITATION -
GRAHAM ROAD TO HIISTLIN' HORNET DRZVE; PROJHCT NO. 6276)
(A Cashier's Check, certified check, money order or bank draft from any
State or National Sank will also be acceptable.)
2. Disclosure of Interests Statement
3. Documents Re quested in Special Provisions Items A-28, A-29 and A-30.
A-6 Time o£ Comp letion/Lio uidated Damages
The working time for completion of the Project will be:
Base Hid Part A:
Base Sid Part e:
120 Calendar Daye
360 Calendar Daya
* Part A will be completed concurrently with Part B. Part A sad H
may be initiated by a single or aeparata Notices to Proceed as
indicated is A-56.
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, 500 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 the Contractor the amount of liquidated damages due the City.
Daya Allocation for Raia:
The Contractor shall anticipate the following number of work days lost due to
rain in determining the contract schedule sad for each stage of the contract.
A rain day is defined ae nay day in which the amount of rain measured by the
National Weather Services at the Power Street Storm Nater Pump Station is
0.50 inch or greater. No extension of time will be coaeidered until the
expected number of rain days has been exceeded sad the Hagineer has agreed
that the statue of construction was such that there was as impact detrimental
to the eoastructioa schedule.
January 3 Days May 4 Days September 7 Days
February 3 Daya June 4 Daya October 4 Daya
March 2 Daya July 3 Days November 3 Daya
April 3 Daya Auguet4 Daya December 3 Daya
Section A - SP
(Revised 12/15/04)
Page 2 of 24
A-7 Workers Compensation Insurance Coverage
If the Contractor's Workera' 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
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 unless the required documentation of such coverage has been
provided to the Contractor and 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 &-2 of the General Provisions.
A-9 Acknowledgment of Addenda
The Contractor shall acknowledge receipt of all addenda received in the
appropriate space provided in the proposal. Failure to do so will be
interpreted as non-receipt. Since addenda can have significant impact on the
proposal, failure to acknowledge receipt, and a subsequent interpretation of
non-receipt, could have an adverse effect when determining the lowest
responsible bidder.
A-10 Wage Rates (Revised 7/5/00)
Labor preference and wage rates for Heavy, and Heavy and Highway. In case of
conflict, Contractor shall use higher wage rate.
Minitman Prevailirx3 Wage Scales
The Corpus Christi City Council has deternu.ned the general prevailing minilmm knurly gage
rates for Nueces County, Texas as set out in Part C. The Contractor and any subcontractor
must mt pay less than the specified cage rates to all laborers, workmen, and mechanics
Toyed by them in the execution of the Contrnct. The Ca'ttxactor or subcontractor shall
forfeit sixty dollars ($60.00) per calen9ar day, or portion thereof, for each laborer,
wor)anan, or mechanic ecployed, 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 shaKiaxJ the names and classifications of all laborers, workmen, aryl mechanics
aiployed by then in mrmection with the Project and shoring the actual wages paid to eadl
worker.
Section A - SP
(Revised 12/15/04)
Page 3 of 24
The ~tmctor will make bi-wEe)cly certified payroll subnitmis to the City Engineer. The
Contractor will also obtain copies of such certified payrolls from all subcontractors a~
others warkilxJ on the Project. These doc~m~ents will also be sukmitted to the City EngineeY
bi-weekly. (See section for Minority/Minority Business Enterprise Participation Policy for
additimral , ',,,;rements concerning the proper form and content of the payroll sukxnittals.)
One and one-half (1~) times the specified hourly wage rtwst be paid for all halls worked in
excess of 40 hours in any one week and for all hours worked on Slux9ays or holidays. (See
Section B-1-1, Definition O£ Teens, and Section B-7-6, Working Hours.)
A-11 Caopesation with Public Agencies (Revised 7/5/00)
The Contractor shall cooperate with all public alrl private agencies with facilities operating
within the limits of the Project. The Contractor shall provide a forty-eight (48) hour
notice to any applicable agency when ~wrk is anticipated to piroceed in the vicinity of any
facility by using the DIG TESS 1-800-344-6377, the Lone Star Notification Cq;paily at 1-800-
669-8344, and the Veriz~ Dig Alert at 1-800-483-6279. For the Contractor's corrvenience, the
follrn~iruJ telephone nsmibers are listed.
City D~inees 826-3500
Project Engineer
Patrick Veteto; RVE, Inc. 887-8851
Traffic Engineer 826-,3540
Police Department 882-1911
Water Department 826-1880
Wastewater Department 826-1818
Gas Department 885-6900
Storm Water Department 626-1881
Parks & Recreation Department 626-3461
Streets & Solid Waste Services 626-1970
AEP 299-4833
SBC / A T & T 681-2511
Signal/Fiber Optic Locate 857-1946
Cablevision 657-5000
ACSI (Fiber Optic) 687-9200
CenturyTel 225/214-1169
ChoiceCom (Fiber Optic) 881-5767
CAPROCK (Fiber Optic) 512/935-0958
Brooks Fiber Optic (MAN) 972/753-4355
A-iZ Maintenance of Services
(826-3140 after hours)
(826-3140 after hours)
(885-6900 after hours)
(826-3140 after hours)
(361/693-9444 after hours)
(800-824-4424, after hours)
857-1960
(857-5060 after hours)
(Pager 800-724-3624
(225/229-3202 (M)
(Pager 850-2981)
(Mobile)
The Contractor shall 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
drawings, the Contracto
utilities back in service
the Contract price. All
company or agency that o
to underground
r shall make the
to construct the
such repairs must
wns 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
Section A - SP
(Revised 12/15/04)
Page 9 of 24
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
or 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.
A-13 Ares Acce6a sad Traffic Control
Sufficient traffic control measures must be used to assure a safe condition
and to provide a minimum of inconvenience to motorists and the public.
The Contractor will be required to schedule his operations so as to cause
minimum adverse impact on the 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 Hngineering Department. The
Contractor shall secure the necessary permit from the City's Traffic
Engineering Department.
All costs for traffic control will be paid per Sid Item in the Proposal.
A-14 Conatructioa Squipmeat Spillage sad Trackiag
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 price.
Streets and curb line must be cleaned at the end of the work day or more
frequently, if necessary, to prevent material from washing into the storm
sewer system. No visible material that could be washed into storm sewer is
allowed to remain on the Project site or adjoining streets.
A-15 Sccavatioa sad Removals
She excavated areas behind curbs andadjacent 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 that 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.
All necessary removals including but not limited to pipe, driveways,
sidewalks, etc., are to be considered subsidiary to the bid item for "Street
Excavation"; therefore, no direct payment will be made to Contractor.
Section A - SP
(Revised 12/15/04)
Page 5 of 24
A-16 Disposal/Salvage of Materials
Excess excavated material, broken asphalt, concrete, broken culverts and
other unwanted material becomes the property of the Contractor and must be
removed from the site by the Contractor. The cost of all hauling is
considered subsidiary; therefore, no direct payment will be made to
Contractor.
A-17 Field 0£fice
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
120 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 Secueace of Construction
The Contractor shall submit to the City Engineer a work plan based only on
CALRNDAR 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.
2. 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.
3. Submittal Dates: Indicate submittal dates required for all submittals.
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.
A-19 Construction Project Layout sad 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
Section A - 9Y
(Revised 12/15/04)
Yage 6 of 24
the Contractor's negligence will be restored by the City or Consultant
Project Engineer at the expense of the Contractor.
If, 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 verificationof compliance with the Contract Documents, plans and
specifications. Said compliance certification shall be provided and prepared
by a Third Party independent Registered Professional Land Survey (R.P.L.S.)
licensed in the state of Texas retained and paid by the Contractor. The Third
Party R.P.L.S. shall be approved by the City prior to any work. Any
discrepancies shall be noted by the Third Party Surveyor and certify
compliance to any regulatory permits.
Following is the minimum schedule of documentation required:
Streets•
7til t _c ____ i
Y~ y IIY
• p b a g.. .-^Cl _.. Leah s#fles e€ et~eet en-a 280~~ ems ~;
• Street crowns^on a 200'^interval and at all intersections;
• Street edge of pavement on a 200' interval and at all intersections;
• Ditch line grades on a 200' interval.
Wastewater:
l,, _ii_
T,l ,J___ ..L .., ...._ '
• Casing~elevations (top of pipe and flow line) (TXDOT and RR permits).
• Pipe depths and elevations under channel.
Water
~- Tll _C - .. L...
.l. _.. ..l V '
• Casing elevations (top of pipeand flow line) (TXDOT and ER permits).
• Pipe depths and elevations under channel.
Stormwater•
wll 1. .. L..l_ '
.i, F'1 .... 1. ..\ /mvr,lm -..l
• All flow lines at culverts and safety end treatments.'
A-20 Teetiag anfl 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.
section A - SP
(Revised 12/15/04)
Page 7 of 24
A-21 Project Signs
The Contractor must furnish and install 2 Project signs as indicated on the
following drawings. (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 Buaiaesa Saterpriae Participation Policy (Revised 10/98)
1. 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 Christi in support of Equal. Employment Opportunity goals and
objectives of the Affirmative Action Policy Statement of the City dated
October, 1989, and any amendments thereto. In accordance with such
policy, the City has established goals, as stated herein, both for
minority and female participation by trade and for Minority Business
Enterprise.
2. 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, firm, partnership, corporation,
association, or joint venture as herein identified as providing
work, labor, services, supplies, equipment, materials or any
combination of the foregoing under contract with a prime contractor
on a City contract.
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 Indians, Alaskan Natives, and Asians or Pacific
Islanders. For the purposes of this section, women are also
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
(a) For a sole proprietorship to be deemed a minority
business enterprise, it must be owned by a minority
person.
(b) 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).
section A - SP
(Revised 12/15/04)
Page 8 of 24
Controlled
The primary power, direct or indirect, to manage a business
enterprise rests with a minority person(s).
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.
Minority: See definition under Minority Business Enterprise.
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.
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 limitedin
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 thework to
be performed by the joint venture. For example, a joint venture
which is to perform SO.Og of the contract work itself and inwhich
a minority joint venture partner has a SO.OR 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.
Goals
a. 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 Susiaess Enterprise
(Percent) Participation (Percent)
45 ~ 15 $
b. 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.
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.
Section A - SP
(Revised 12/15/04)
Page 9 of 24
b. 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/oa)
The Contractor shall assure the appropriate building inspections by the
Building Inspection Division at the various intervals of work for which a
permit is required and to assure a final inspection after the building is
completed and ready for occupancy. Contractor must obtain the Certificate of
Occupancy, 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 fees and tap fees as required by City.
A-24 Surety sonde
Paragraph two (2) of Section B-3-4 of the General Provisions is changed to
read as follows:
"NO surety will be accepted by the City from any Surety Company who
is now in default or delinquent on any bonds or who has an interest
in any litigation against the City. All bonds must be issued by an
approved Surety Company authorized to do business in the State of
Texaa. If performance and payment bonds are in an amount in excess
of ten percent (l0ic) of the Surety Company's capital and surplus,
the Surety Company shall provide certification satisfactory to the
City Attorney that the Surety Company has reinsured the portion of
the bond amount that exceeds ten percent (10&) of the Surety
Company's capital and surplus with reinsurers) 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 $100,000 from a reinsurer that is certified
by the United States Secretary of the Treasury and that meets all
the above requirements. The insurer or reinsurer must be listed in
the Federal Register as holding certificates of authority on the
date the bond was issued."
A-25 Sales 'Tax Bxemptioa (NOT IISED)
- ~ - at B 6 2g, Ta3e E~empb4en Previs$en, a^, e,.va _e.,,_ ..:._
Section A - SP
(Revised 12/15/04)
Page 10 of 24
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A-26 Supplemental Insurance Requirements
For each insurance coverage provided in accordance with Section B-6-il of the
Contract, the Contractor shall obtain an endorsement to the applicable
insurance policy, signed by the insurer, stating:
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 days after the date the City Engineer requests
that the Contractor sign the Contract documents, the Contractor shall provide
the City Engineer with a certificate of insurance certifying that the
Contractor provides worker's compensation insurance coverage for all
employees of the Contractor employed on the Project described in the
Contract.
Section A - SP
(Revised 12/15/04)
Page 11 of 24
For 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 that the City and RVE, Inc.
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 them 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 at any time resulting from such injury, or any damage
to any property, whichmay arise or which may be alleged to have
arisen out of or in connection with the work covered by this
Contract. The foregoing indemnity shall apply 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 Reapoasibility for Damage Claims NOT IISBD
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A-28 Coasiderationa for Coatract 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 require a bidder to provide documentation concerning:
1. Whether any liens 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.
Section A - SP
(Revised 12/15/09)
Page 12 of 24
A.. a....,-i hl
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A-29 Contractor's Pield 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:
1. 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.
2. 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 atafE is a prerequisite to the City
IDagiaeer'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.
A-30 Amended "Consideration of Contract!! Requirements
Under "General Provisions and Requirements for Municipal Construction
Contracts" Section B-3-1 Consideration of Contract add the following text:
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1. A list of the major components of the work;
2. A list of the products to be incorporated into the Project;
3. A schedule of values which specifies estimates of the cost for each
major component of the work;
4. A schedule of anticipated monthly payments for the Project duration.
5. 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
Section A - 9P
(Revised 12/15/04)
Page 13 of 24
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 but that meeting such requirements is not reasonably
possible.
6. 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 dpprove
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, then 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 will 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;
7. 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;
8. Documentation required pursuant to the Special Provisions A-28 and A-29
concerning Considerations fox Contract Award and Execution and the
Contractor's Field Administration Staff.
9. Documentation as required by Special Provision A-35-K, if applicable.
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A-31 Amended Policy on 8xtra Work and Change Orders
LYtder "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 arty 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 eeceed $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:
6ection A - SP
(Revised 12/15/04)
Page 14 of 24
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 City Engineer delivers the signed Contracts to the Contractor.
A-33 Conditions o£ Work
Each bidder must familiarize himself fully with the conditions relating to the
completion of the Pmject. 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-Sid Meeting referred to fa 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, Pifth precedence will be given to the Technical
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 order.
A-35 City Water Facilities: Special Requirements (NOT IISED)
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Section A - SP
(Revised 12/15/04)
Yage 15 of 24
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Section A - SP
(Revised 12/15/04)
Page 16 0£ 24
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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.
b. Reproducibles: In addition to the required copies, the Contractor
shall also submit one (1) reproducible transparency for all shop
drawings.
Sectlort A - SP
(Revised 12/15/04)
Page 17 of 29
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; pertinent 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.
e. 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.
f. 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 to successful performance of the completed work.
h. Space Requirements: Contractor must provide adequate space for
Contractor and Engineer review stamps on all submittal forms.
2 Resubmittals: Contractor must revise and resubmit submittals as
required by City Engineer and clearly identify all changes made
since previous submittal.
j. Distribution: Contractor must distribute copies of reviewed
submittals to subcontractors and suppliers and instruct
subcontractors and suppliers to promptly report, thru Contractor,
any inability to comply with provisions.
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 Standard and Technical Specifications Sections,
Contractor must submit three (3) copies of all shop test data, and
repair report, and all on-site test data within the specified time to
the City Engineer for approval. Otherwise the related equipment will
not be approved for use on the project.
A-37 Amended "Arrangement and Charge Eor Water Furniahad by the City" NOT IISED
6 SJ P~~angPmPr~~a~~"' ..L-J'' L. ~-L.. -.ice ,-L- F..l l.-. -
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Section A - SP
(aevieed 12/15/84)
Yage 18 of 24
t§e-p~e eenst~vetisa meeting 'Ale Eea~ra- - ---;, ,-eep --a„Fy -~ .L_ .,, -- -
A-38 P7orker's Compensation Coverage for Building or Construction Projects for
Government Sntitiea
The requirements of "Notice to Contractors 'B "' are incorporated by reference
in this Special Provision.
A-39 Certificate of Occupancy and Piaal Acceptance
The issuance of a certificate of occupancy for improvements does not
constitute final acceptance of the improvements under General Provision 8-8-
9.
A-40 Amendment to Section 8-8-6: Partial 8atimatea
General Provisions and Requirements for Municipal Construction Contracts
Section B-8-6: Partial Estimates is amended to provide that approximate
estimates from which partial payments will be calculated will not include the
net invoice value of acceptable, non-perishable materials delivered to the
Project worksite unless the Contractor provides the City Engineer with
documents, satisfactory to the City Engineer, that show that the material
supplier has been paid for the materials delivered to the Project worksite.
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 sot be counted as a work day and the Contractor will be
compensated at the unit price indicated in the proposal.
A-42 OSHA Rules & Regulations
it 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 Iademnificatioa & Hold Harmless
Under "General 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, materialman, 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,
materialman, or 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
Section A - 8P
(Revised 12/15/04)
Page 19 of 24
causes injury to an employee of the contractor, or any subcontractor, --
supplier or materialman.
A-44 Chaa4e 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.
(3) "Nameplate" data on all installed equipment.
(4) Deletions, additions, and changes to scope of work.
(5) Any other changes made.
A-46 Disposal of Hi4hly Chlorinated water (~/s/0o)
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 exceed the permissible limits for discharge into
wetlands or environmentally sensitive areas. These are regulated by numerous
agencies such as TCEQ, EPA, etc. it will be the Contractor's responsibility
to comply with the requirements of all regulatory agencies in the 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. Contractor shall not use the City's sanitary sewer system
for disposal of contaminated water.
A-47 Pre-Construction Sxvloratoxy Sxcavatioaa (x/5/00)
Prior to any construction whatever 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.C.
Section A - SP
(Revised 12/15/09)
Page 20 of 24
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 station thereof, distance to the pavement centerline and
elevations of the top of existing pipelines.
Contractor shall perform ao construction work oa the project until all
exploratory excavatioae have bees made is their entirety, the results thereof
reported to the 8agiaeer sad until Contractor receives 8ngiaeer'e approval of
report.
Exploratory excavations shall be paid for on a lump sum basis. 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-49 Overhead Slectrical 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 AEP/CP&L and inform AEP/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.
A-49 Amended "Maintenance Guaranty" (8/24/00)
Under "General Provisions and Requirements for Municipal Construction
Contracts", 8-8-11 Maintenance Guaranty, add the following:
"The Contractor's guarantee is a separate, additional remedy available
to benefit the City of Corpus Christi. Neither the guarantee nor
expiration of the guarantee ,period will operate to reduce, release, or
relinquish 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 Geoteehaical Report
Two geotechnical reports entitled;
-"Subsurface Exploration and Pavement Recommendations for the Proposed
Laguna Shores Road Improvements from Graham Road to Hustlin' Hornet
Drive, Corpus Christ, TX. City of Corpus Christi Project No. 6278 dated
August 24, 2005 by Rock Engineering and Testing Laboratory Inc."
-"Subsurface Investigation, Laboratory Testing Program and Geotechnical
Recommendations for the Proposed Laguna Shores Bridge Replacement
Project, Corpus Christi, TX. City of Corpus Christi Project No. 6278
dated July 25, 2008 by Rock Engineering and Testing Laboratory Inc."
...are included as an Appendix to the Technical Specifications. The reports are
for Contractor's information only.
Section A - SP
(Revised 12/15/04)
Page 21 of 24
A-51 Mobilizatioa sad Demobilization Sid Items
Mobilization and Demobilization bid Items shall not be greater than 8% of the
total bid cost for each PART (Street). 60% of the bid item will be paid upon
mobilization and 40% will be paid upon completion of the street section.
A-52 8lectronic Proposal Forme
SASS BID
The bidder has the option of submitting a computer-generated print-out, in
lieu of, the Proposal (SHEETS: 1-14 OF 14), INCLUSIVE. The print-out will
list all bid items (including any additive or deductive alternates) contained
on Proposal (SHEETS: 3-li OF 14). The print-out will be substantially in the
form attached as Attachment No. 2. If the Contractor chooses to submit a
print-out, the print-out shall be accompanied by properly completed proposal
pages (2,12 and 13).
In addition, the print-out will contain the following statement and
signature, after the last bid 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 intended and that
its bid will be tabulated using these 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 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
quantities shown in the Proposal (Column II) and then totaling the extended
amounts.
(Signature)
(Title)
(Date)"
A-53 Work Hours
Under "General Provisions and Requirements for Municipal Construction
Contracts" Section B-7-6 Working Hours, add the following text:
Work at night, on weekends, and on holidays will be allowed on this project,
provided the general work restrictions shown on the plans are followed.
A-54 Staging Area and Work Corridor
The contractor is required to define an appropriate "Staging Area" for
construction equipment and obtain approval from the Project Engineer prior to
occupying said area with equipment. The "Staging Area" must be located on an
Upland site that is not inhabited by wetlands.
_ The contractor is required to place a construction barrier fence along the
right-of-way line of the road which will define the "Work Corridor" before
any work may begin. No work or equipment will be allowed outside of the 60'
right-o£-way.
Section A - 8P
(Revised 12/15/04)
Page 22 oY 24
The contractor is required to place a construction barrier fence along the
right-of-way line of the road which will define the "Work Corridor" before
any work may begin. No work or equipment will be allowed outside of the 60'
right-of-way.
A-55 Bio-MOnitoring of Shorebirds
The contractor is required to perform "Bio-Monitoring" of the project area,
on a weekly basis, to deter shorebirds from entering the project site and
prevent them from nesting in the project area.
A-56 Bid Hxteasioa Allowaace
This project i9 still pending a U.S. Army Corps of. Engineers Permit that may
impact the start of construction. Therefore, the proposal includes bid items
A1.6 & B1.6 (*), to extend the bid prices beyond the time frame typically
experienced with City projects for the award and notice to begin
construction. General Provision B-3-2 describes the City award process. Bid
items A1.6 and B1.6 will only apply after the reasonable time is exceeded and
will extend bid prices in 14 day increments pending the Notice to Proceed.
The bid items will only be authorized if required and approved in writing
from the City engineer.
* Bid item A1.6 pertains to the Notice to Proceed for the Bridge
-- Bid item B1.6 pertains to the Notice to Proceed for the Roadway.
A-57 Ameaded Prosecutioa aad Progresa
Under "General Provisions and Requirements for Municipal Construction
Contracts", B-7 Prosecution and Progress, add the following:
"Funds are appropriated by the City, on a yearly basis. If
funds, for any reason, are not appropriated in any given year,
the City may direct suspension or termination of the contract.
if the Contractor is terminated or suspended and the City
requests remobilization at a later date, the Contractor may
request payment for demobilization/remobilization costs. Such
costs shall be addressed through a change order to the contract.
Seotioa A - SP
(Revised 12/15/04)
Page 23 of 24
SUBMITTAL TRANSMITTAL FORM
LAGIINA SHORSS ROAD RSHABILITATION
GRAHAM ROAD TO HIISTLIN' HORNBT DRIVE
PROJECT No. 6278
OWNHR: CITY OF CORPUS CHRISTI
SNGINHHR: RVE, IriC.
CONTRACTOR:
SUBMITTAL DATB:
APPLICABLB SP8CI'.
OR DRA-72NG
SUBMITTAL NOMBSR:
SDBMITTAL
Section A - 9P
(Revlaed 12/15/04)
Page 24 of 24
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ATTACHMENT N0.2
PAGE 1 OF 1
A G R E E M E N T
THE STATE OF TEXAS §
COUNTY OF NUECES §
THIS AGREEMENT is entered into this 21ST day of OCTOBER, 2008,
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 H b G Contractors,
Inc. termed in the Contract Documents as "Contractor," upon these
terms, performable in Nueces County, Texas:
In consideration of the payment of $2,919,681.16 by City and
other obligations of City as set out herein, Contractor will
construct and complete certain improvements described as follows:
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT NO. 6278
(TOTAL BASE BID + ADD.ALT.NO.1: $2,919,681.16)
according to the attached Plans and Specifications in a good and
workmanlike 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, including overseeing the entire job. The Contract
Documents include this Agreement, the bid proposal and
instructions, plans and specifications, including all maps, plats,
blueprints, and other 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 1 of 2
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.62'78
rt A -Bridge Construction
Bid Item
Unit Price in Eateasian (Qty. a
Bid Item Quantity Uoit Description
Figures Uoit Price in
Figures)
General
GeneralBonds/Mobilization in accordance with the
AI.1 I LS specificazions, (complete in place, per Lump Sum) $ 35,000.00 $ 35,000.00
Temporary Traffic control in accordance with the
A1.2 - 1 LS specifications, (complete in place, per Lump Sum) $ 17,650.00 $ 17,650.00
Owne Advisory Day in accordance with the
A 1.3 I DAY specifications, (complete in place, per Day) $ 100.00 $ 100.00
Storm Water Pollution Prevention Plan and
Implementation in accordance with [he specifications,
AI.4 1 LS (complete in place, per Lump Sum) $ 2,365.00 $ 2,365.00
Exploratory Excavation in acwrdance with the
A1.5 1 LS specifications, (complete in place, per Lump Sum) $ 6,210.00 $ 6,210.00
Allowance for Construction Start Extension in
accordance with Special Provisions A-56, in 14 day
A1.6 6 EA increments as needed $ 100.00 $ 600.00
Bridge Improvements
Remove Bridge Structure in accordance with the
A2.1 1 LS specifications, (complete in place, per Lump Sum) $ 38,400.00 $ 38,400.00
Remove Guard Rails in accordance with the
A2.2 330 LF specifications, (complete in place, per Linear Foot) $ 9.40 $ 3,102.00
Excavation -Widen Channel in accordance with the
A2.3 805 CY specifications, (complete in place, per Cubic Yard) $ 25.00 $ 20,125.00
5' Concrete Deck Slab in acwrdance with the
A2.4 3,233 SF specifications, (wmplete in place, per Square Foot) $ 15.75 $ 50,919.75
Prestressed Concrete Box Beam (Type 4B20) in
acwrdance with the specifications, (complete in place,
A2.5 300 LF per Linear Foot) $ 220.00 $ 66,000.00
2nd Revision Proposal Form
Page 3 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
t A -Bridge Construction continued...
Bid Item
Bid Item Quantity Uuit Description Unit Price in Extension (Qty. x
Figures Unit Price in
Figures)
Bridge Improvements continued...
Prestressed Concrete Box Beam (Type SB20) in
accordance with the specifications, (complete in place,
A2.6 400 LF per Linear Foot) $ 220.00 $ 88,000.00
Armor Joint at Abutment in accordance with the
A2.7 65.33 LF specifications, (cemplete in place, per Linear Foot) $ 115.00 $ 7,512.95
Concrete Abutment (Type B20 Beam) (CL C) in
accordance with the specifications, (complete I place,
A2.8 31.4 CY per Cubic Yard) $ 1,800.00 $ 56,520.00
Abutment Backtill (Cement Stabilized) in accordance
with the specifications, (complete in place, per Cubic
A2.9 28 CY Yard) $ 75.00 $ 2,100.00
Interior Bent (5 Pile) (CL C) in accordance with [he
A2.10 10.7 CY specifications, (complete in place, per Cubic Yard) $ 2,000.00 $ 21,400.00
Prestressed Concrete Piling (18 in sq) in accordance
with the specifications, (complete in place, per Linear
A2.11 812 LF Foot) $ 115.00 $ 93,380.00
Elastomeric Beazing (B20-N) in accordance with the
A2.12 42 EA specifications, (complete in place, per Each) $ 180.00 $ 7,560.00
Class II Concrete Surface Treatment in accordance
with the specifiations, (complete in place, per Square
A2.13 1,275 SY Yard) $ 6.80 $ 8,670.00
Concrete Riprap (CL A) (6 in) in accordance with the
A2.14 10 CY specifications, (complete in place, per Cubic Yard) $ 1,125.00 $ 11,250.00
Bridge Rail (TIO]) in accordance with the
A2.15 232 LF specifications, (complete in place, per Linear Foot) $ 80.00 $ 18,560.00
2nd Revision Proposal Form
Page 4 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
Bid Item
Uuit Price in Extension (Qty. x
aid Item Qusotity Uoit Description Figures Unit Price in
Figures)
Rater Improvements
Remove 12" Waterline at Channel Corssing in
accordance with the specifications, (complete in place,
A3.1 150 LF per Linear Foot) $ 41.00 $ 6,150.00
12" PVC Waterline Under Channel in accordance with
A3.2 140 LF the specifications, (complete in place, per Linear Foot) $ 350.00 $ 49,000.00
Trench Safety in accordance with the specifications,
A3.3 140 LF (complete in place, per Linear Foot) $ 18.75 $ 2,625.00
Wastewater Improvements
Remove 10" Force Main at Channel Crossing in
accordance with the specifications, (complete in place,
A4.1 150 LF per Linear Foot) $ 56.00 $ 8,400.00
Remove 16" Force Main at Channel Corssing in
accordance with the specifications, (complete in place,
A4.2 200 LF per Linear Foot) $ 56.00 $ 11,200.00
10" PVC Force Main Under Channel in accordance
with the specifications, (complete in place, per Linear
A4.3 145 LF Foot) $ 303.00 $ 43,935.00
Air Release Valve Assembly - 10" Force Main in
aceordance with the specifiations, (complete in place,
A4.4 1 EA per Each) $ 4,615.00 $ 4,615.00
16" PVC Force Main Under Channel in accordance
with the specifications, (complete in place, per Linear
A4.5 140 LF Foot) $ 450.00 $ 63,000.00
Air Release Valve Assembly - 16" Force Main in
accordance with the specifications, (complete in place,
A4.6 1 EA per Each) $ 4,615.00 $ 4,615.00
2nd Revision Proposal Form
Page 5 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
e Bid Part B -Street Construction $
Bid Item
Bid Item Quantity Unit Description Unit Price in Extension (Qty. x
Figures Unit Price in
Figures)
Televised Inspectin of Conduits in accordance with the
A4.7 285 LF specifications, (complete in place, per Linear Foot) $ 10.50 $ 2,992.50
Trench Safety in accordance with the specifications,
A4.8 285 LF (complete in place, per Linear Foot) $ 9.50 $ 2,707.50
Connect to Existing 10" Force Main in accordance with
A4.9 1 LS the specifications, (complete in place, per Lump Sum) $ 5,150.00 $ 5,150.00
Connect [o Existing 16" Force Main in accordance with
A4.10 1 LS the specifications, (complete in place, per Lump Sum) $ 6,600.00 $ 6,600.00
Total Base Bid Part A :.............................................................................................. $ 766,414.70
d Items Al.l-A1.6, A2.1-A2.15, A3.1-A3.3, and A4.1-A4.10)
2nd Revision Proposal Form
Page 6 of I S
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
se Bid Part B -Street Construcctioo $
Bid Item
Uoit Price in Extension (Qty. x
Bid Item Quantity Unit Description Figures Unit Price in
Figures)
General
GeneralBonds/Mobitization in accordance with the
B 1.1 1 LS specifications, (complete in place, per Lump Sum) $107,700.00 $ 107,700.00
Temporary Traffic control in accordance with the
B1.2 1 LS specifications, (complete in place, per Lump Sum) $ 34,000.00 $ 34,000.00
Ozone Advisory Day in accordance with the
B 1.3 3 DAY specifications, (complete in place, per Day) $ 100.00 $ 300.00
Storm Water Pollution Prevention Plan and
Implementation in accordance with [he specifications,
B1.4 1 LS (complete in place, per Lump Sum) $ 2,100.00 $ 2,100.00
Exploratory Excavation in accordance with the
B1.5 1 LS specifications, (complete in place, per Lump Sum) $ 12,415.00 $ 12,415.00
Allowance for Construction Start Extension in
accordance with Special Provisions A-56, in 14 day
B1.6 6 EA increments as needed $ 100.00 $ 600.00
'. Street Improvements
Remove Existing 4"-5" I-IMAC Pavement in
accordance with the specifications, (complete in place
B2.1 13,145 SY per Square Yard) $ 2.45 $ 32,205.25
r
Remove Existing Roadway Sign in accordance with the
B2.2 11 EA specifications, (complete in place, per Each) $ 245.00 $ 2,695.00
Remove Existing Driveways in accordance with the
B2.3 8,085 SF specifications, (complete in place, per Square Foot) $ 1.65 $ 13,340.25
4' Orange Construction Barrier Fence in accordance
with the spsecifications, (complete in place, per Linear
B2.4 10,740 LF Foot) $ 3.30 $ 35,442.00
2nd Revision Proposal Fonn
Page 7 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
rt B -Street Construction continued...
Bid Item
Bid Item Quantity Unit Description Unit Price in Eatension (Qty. x
Figures Unit Price in
Figures)
Street Improvements continued...
Select Fill Embankment in accordance with the
B2.5 7,550 CY specifications, (complete in place, per Cubic Yard) $ 24.70 $ 186,485.00
Geogrid BX 1100 in accordance with [he
B2.6 21,700 SY specifications, (complete in place, per Square Yard) $ 3.30 $ 71,610.00
14" Type A Grade 1 Base (Flexible Base -High
Strength) in accordance with the specifications,
62.7 21,700 SY (complete in place, Per Square Yard) $ 20.10 $ 436,170.00
Prime Coa[ in accordance with [he specifications,
B2.8 3,063 GAL (complete in place, per Gallon) $ 4.75 $ 14,549.25
2" HMAC Type D in accordance with the
82.9 20,420 SY specifications, (complete in place, per Square Yard) $ 12.95 $ 264,439.00
Driveway Reconstruction in accordance with the
B2.10 3,740 SF specifications, (complete in place, per Square Foot) $ 6.75 $ 25,245.00
Articulated Concrete Block Matting in accordance with
B2.11 5,050 SY [he specifications, (wmplete in place, per Square Yard) $ 77.35 $ 390,617.50
Erosion Control Matting (TRM) in acwrdance with the
B2.12 5,125 SY specifications, (complete in place, per Square Yard) $ 10.70 $ 54,837.50
a
Reflective Pavement Markings TY.I (Y) (4") (SLD)
(100 mil) in accordance with the specifications,
B2.13 1,120 SF (complete in place, per Square Foot) $ 1.60 $ 1,792.00
Reflective Pavement Markings TY.I (W) (4") (SLD)
(100 mil) in accordance with the specifications,
B2.14 3,770 SF (complete in place, per Square Foot) $ 1.60 $ 6,032.00
2nd Revision Proposal Form
Page 8 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
in B -Street Coustructiou coutiuued...
Bid Item
Uuit Price iu Exteosiou (Qty. x
Bid Item Qusutity Uoit Description Figures Unit Price in
Figures)
Street Improvements continued...
- Reflective Pavement Markings TY.1 (W) (8") (SLD)
(100 mil) in accordance with the specifications,
B2.15 75 SF (complete in place, per Square Foot) $ 2.60 $ 195.00
Reflective Pavement Markings TY.1 (W) (24") (SLD)
(100 mil) in accordance with [he specifications,
B2.16 96 SF (complete in place, per Square Foot) $ 9.45 $ 907.20
Reflective Pavement Markings TY.1 (Y) (4") (BRK)
(100 mil) in accordance with the specifications,
62.17 326 SF (complete in place, per Square Foot) $ 2.10 $ 684.60
Reflective Pavement Markings Reflector TY.II-A-A in
accordance with the specifications, (complete in place,
B2.18 86 EA per Square Foot) $ 9.45 $ 812.70
Metal Beam Guard Rail in accordance with the
B2.19 350 LF specifications, (complete in place, per Linear Foot) $ 34.80 $ 12,180.00
50 LF Standard Guardrail Terminal (SGT) in
accordance with the specifications, (complete in place,
B2.20 4 EA per Each) $ 645.00 $ 2,580.00
Guard Rail End Treatments in accordance with the
B2.21 4 EA specifications, (complete in place, per Each) $ 2,675.00 $ 10,700.00
New Roadway Sign in accordance with the
B2.22 15 EA specifications, (wmplete in place, per Each) $ 785.00 $ 11,775.00
Roadway/Rightrof--Way excavation (complete in place
B2.23 5,000 CY per Square Yard) $ 7.70 $ 38,500.00
3 Storm Water Improvements
Remove Drainage Culverts in accordance with the
B3.1 100 LF specifications, (complete in place, per Linear Foot) $ 6.40 $ 640.00
2nd Revision Proposal Forth
Page 9 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
t B -Street Coustructlou coutioued...
Bid Item
Bid Item Quantity Uuit Description Uuit Price in Extension (Qty. x
Figures Unit Price in
Figures)
Storm Water Improvemeuts continued...
RC Pipe (CL III) (18") -Driveways in accordance with
B3.2 748 LF the specifications, (complete in place, per Linear Foot) $ 32.65 $ 24,422.20
Safe End Trt. (TY [I) RC Pipe (18") (6:1) in
accordance with[ the specifications, (complete in place,
B3.3 16 EA per Each) $ 1,138.00 $ 18,208.00
RC Pipe (CL III) (24") -Cross Drainage in accordance
with [he specifications, (complete in place, per Linear
B3.4 76 LF Foot) $ 43.25 $ 3,287.00
Safe End Trt. (TY II) RC Pipe (24") (3:1) in
accordance with [he specifications, (complete in place,
B3.5 2 EA per Each) $ 1,215.00 $ 2,430.00
Re-Grade Ditch in accordance with the specifications,
B3.6 6,212 LF (complete in place, per Linear Foot) $ 4.40 $ 27,332.80
Water Improvemeuts
Grade Adjustment for 12" Waterline Valve Riser in
accordance with the specifications, (complete in place,
B4.1 6 EA per Each) $ 450.00 $ 2,700.00
Wastewater Improvemeuts
Grade Adjustment for 10" Force Main Valve Riser in
accordance with [he specifications, (complete in place,
B5.1 2 EA per Each) $ 450.00 $ 900.00
Grade Adjustment for 16" Force Main Valve Riser in
accordance with the specifications, (complete in place,
B5.2 4 EA per Each) $ 450.00 $ 1,800.00
Total Base Bid Part B :.............................................................................................. $ 1,852>629.25
d Itema Bl.l-B1.6, B2.1-B2.23, B3.1-B3.6, B4.1, and B5.1-B5.2)
iTAL BASE BID (PART A + PART B) $ 2,619,043.95
2nd Revision Proposal Form
Page 10 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
litive Altercate No. 1 $
Bid Item
Uoit Price is Eatensioc (Qty. x
Bid Item Quactity Ucit Description Figures Ucit Price is
Figures)
l Street Improvements Coctiogeccy Items
Remove Existing HMAC Pavement in accordance with
AAI.I 4,325 SY the specifications, (complete in place, per Square Yard) $ 2.50 $ ]0,812.50
Select Fill Embankment in accordance with the
AA1.2 1,250 CY specifications, (complete in place, per Cubic Yard) $ 24.70 $ 30,875.00
Geogrid BX 1100 in accordance with the
AA 1.3 5;765 SY specifications, (complete in place, per Square Yard) $ 3.30 $ 19,024.50
14" Type A Grade 1 Base (Flexible Base -High
SUeng[h) in accordance with the specifications,
AA1.4 5,765 SY (complete in place, Per Square Yard) $ 20.10 $ 115,876.50
Prime Coat in accordance with [he specifications,
AAI.S 785 GAL (complete in place, per Gallon) $ 4.75 $ 3,728.75
2" HMAC Type D in accordance with the
AA1.6 5,240 SY specifications, (complete in place, per Square Yard) $ 12.95 $ 67,858.00
Reflective Pavement Markings TY. 1 (Y) (4") (SLD)
(100 mil) in accordance with the specifications,
AA1.7 775 SF (complete in place, per Square Foot) $ 1.84 $ 1,426.00
Reflective Pavement Markings TY. 1 (W) (4") (SLD)
(100 mil) in accordance with the specifications,
AA1.8 875 SF (complete in place, per Square Foot) $ 1.84 $ 1,610.00
Reflective Pavement Markings TY. 1 (W) (8") (SLD)
(100 mil) in accordance with the specifications,
AA1.9 35 SF (complete in place, per Square Foot) $ 2.89 $ 101.15
Reflective Pavement Markings TY. 1 (Y) (4") (BRK)
(100 mil) in accordance with the specifications,
AA1.10 17 SF (complete in place, per Square Foot) $ 3.68 $ 62.56
2nd Revision Proposal Form
Page 1l of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
$
Bid Item
Bid Item Quantity Umit Description Unit Price in Extension (Qty. x
Figures Uoit Price in
Figures)
L Street Improvements Contingency Items continued...
Reflective Pavement Markings Reflector TY. II-A-A in
accordance with the specifications, (complete in place,
AAI.11 30 EA per Each) $ 9.45 $ 283.50
Driveway Reconstruction in accordance with the
AA1.12 1,365 SF specifications, (complete in place, per Square Foot) $ 5.00 $ 6,825.00
RC Pipe (CL III) (IS") -Driveways in accordance with
AA1.13 175 LF the specifications, (complete in place, per Linear Foot) $ 32.65 $ 5,713.75
Safe End Trt. (TY II) RC Pipe (18") (6:1) in
acwrdance witht the specifications, (complete in place,
AA1.14 8 EA per Each) $ (,140.00 $ 9,120.00
Re-Grade Ditch in accordance with [he specifications,
AA1.15 2,800 LF (complete in place, per Linear Foot) $ 4.40 $ 12,320.00
Traffic Control Allowance in accordance with /5000
AA1.16 1 LS specifications, (complete in place, per Lump Sum) $ 2,835.00 $ ~283`rOlf
al Additive Alteroate No. 1: (Bid Items AAl.l-AA1.16) $ 288,472.21
Bid Totals Summary
al Base Bid (Part A + Part B) ................................................................................... $ 2,619,043.95
al Bases Bid + Additive Alteroate No. i ...................................................................... $ 2 . 6
-~2~919,G8/. ~G
: G Contractors, Inc. herewith certifies that [he prices shown on this print-out for bid items (including any additive or deductive
mates) contained in this proposal are the unit prices and no other Information from this price-out.
G Contractors, Inc. acknowledges and agrees that the Total Bid Amount shown will be read as Its Total Bid and further agrees
the official Total Bid amount will be determined by multiplying the unit bid price (Column IV) shown in this print-out by the
iective estimated quantities shown in the Proposal (Column II) and then totaling the extended amounts.
:•~
~fi-~ - 6Z4+
to e:"Gary Garnett
e: Vice President
e: September 24. 2008
2nd Revision Proposal Fonn
Page 12 of 15
The Contractor will commence work within ten (10) calendar
days from date they receive written work order and will complete
same within 120 CALENDAR DAYS (PART A); 360 CALENDAR DAYS (PART 8)
after construction is begun. Should Contractor default, Contractor
may be liable for liquidated damages as set forth in the Contract
Documents.
City will pay Contractor in current funds for performance of
the contract in accordance with the Contract Documents as the work
progresses.
Signed in 4 parts at Corpus Christi, Texas on the date shown
above.
ATTEST•
i
p
/ m--
City Secretary
APPROVED' AS TO LLGAL FO/RM:
By: {~I ~L/
Asst. .ity Attorney
ATTES (If Corpo n)
(Seal Below)
(Note: If Person signing for
corporation is not President,
attach copy of authorization
to sign)
CITY /OF~~CyOJRP~'U}~S /CHRISTI-'
Oscar Martinez, Asst. City Mgr.
of Public Works and Utilities
gy: ~ / tj ~ D
Kevin Stower Interim irector
of Engineering Services
CONTRACTOR
H & G Contractors Inc.
sy: ~- ~®
Title: V•i',
P.O. BOX 10706
(Address)
CORPU3 CHRISTI, TX 78460-0706
(City) (State)(ZIP)
361/289-2556 * 961/289-2757
(Phone) (Fax)
.. ~~-'2~5 AUT OR12EA
b4 GOURCIL.....~~.~~.I,.~Q~„~,
Agreement ""^'°••••••~~••:~
Page 2 of 2 SECWfTARV ~•
P R O P O S A L
F O R
F O R Id
LAGDNA SNORES ROAD *'~*~*;zLITATION
C,iRAI3A~S ROAD '.L'O RQSTLIN' ~IORN,ST DRIVE
PROJECT NO. 6278
DEPAR'.('[~NT OF ENGIN.EEAINO SERVICES
CITY OF CORPUS CHRISTI, TEXAS
~aaanaun;ra.2
9°6 RKSaiooa proposal FO~c'n Ariachn+ent Ha 2
PaQa A o! 17
PROPOSAx~
Place: City Hall
bate: September ~9, JnnR 2:00 p.m.
Proposal of_ H & G Contractors, Inc. ,
a Corporation organized and existing under the laws of the
State of Texas .
OA
a Partnership or Individual doing business as
TOs The City of Corpus Christi, Texas
Gentlemen:
The undersigned hereby proposes to furnish all labor and
materials, tools, and necessary ecxuipment, azxd to perform the work
required for:
F.i1GQNiA 3~lU2iSS itoAD RBAABILTTA~'ION
CsR8A7174 1tO71D TO 8[JS'PLIAi` 8ORN$T . DRtVA
PROJECT NO. 6278
at the locations set out by tlae plans and specifications and in
strict accordance .with the contract documents for the following
prices, to-wit:
Aaoenaum tap. z
7ae1 Ravieioat Asapo~wl Form pMachtnaM ~, p
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
rt A -Bridge Construction
Bid item
Bid Item Quantity Unit Description Unit Price in Extension (Qty. x
Figures Unit Price in
Figures)
General
General/Bonds/Mobilization in accordance with the
Al.l 1 LS specifications, (complete in place, per Lump Sum) $ 35,000.00 $ 35,000.00
Temporary Traffic control in accordance with the
A1.2 1 LS specifications, (complete in place, per Lump Sum) $ 17,650.00 $ 17,650.00
Owne Advisory Day in accordance with the
A 1.3 1 DAY specifications, (complete in place, per Day) $ 100.00 $ 100.00
Storm Water Pollution Prevention Plan and
Implementation in accordance with the specifications,
A1.4 1 LS (complete in place, per Lump Sum) $ 2,365.00 $ 2,365.00
Exploratory Excavation in accordance with the
AI.S 1 LS specifications, (complete in place, per Lump Sum) $ 6,210.00 $ 6,210.00
Allowance for Construction Start Extension in
accordance with Special Provisions A-56, in 14 day
A1.6 6 EA increments as needed $ 100.00 $ 600.00
Bridge Improvements
Remove Bridge Structure in accordance with [he
A2.1 1 LS specifications, (complete in place, per Lump Sum) $ 38,400.00 $ 38,400.00
Remove Guard Rails in accordance with the
A2.2 330 LF specifications, (complete in place, per Linear Foot) $ 9.40 $ 3,102.00
Excavation -Widen Channel in accordance with [he
A2.3 805 CY specifications, (complete in place, per Cubic Yard) $ 25.00 $ 20,125.00
5' Concrete Deck Slab in accordance with the
A2.4 3,233 SF specifications, (complete in place, per Square Foot) $ 15.75 $ 50,919.75
Prestressed Concrete Box Beam (Type 4B20) in
accordance with the specifications, (complete in place,
A2.5 300 LF per Linear Foot) $ 220.00 $ 66,000.00
2nd Revision Proposal Form
Page 3 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
r[ A -Bridge Coostructioo coutiuued...
Bid Item
Unit Price in Eateusion (Qty. x
Bid Item Quantity Uoit Description
Figures Uoit Price in
Figures)
- Bridge Improvements coutiuued...
Prestressed Concrete Box Beam (Type SB20) in
accordance with the specifications, (complete in place,
A2.6 400 LF per Linear Fool) $ 220.00 $ 88,000.00
Armor Joint at Abutment in accordance with the
A2.7 65.33 LF specifications, (complete in place, per Linear Foot) $ 115.00 $ 7,512.95
Concrete Abu[men[ (Type B20 Beam) (CL C) in
accordance with the specifications, (complete I place,
A2.8 31.4 CY per Cubic Yard) $ 1,800.00 $ 56,520.00
Abutment Backfill (Cement Stabilized) in accordance
with the specifications, (complete in place, per Cubic
A2.9 28 CY Yard) $ 75.00 $ 2,100.00
Interior Bent (5 Pile) (CL C) in accordance with [he
A2.10 10.7 CY specifications, (complete in place, per Cubic Yard) $ 2,000.00 $ 21,400.00
Prestressed Concrete Piling (18 in sq) in accordance
with the specifications, (complete in place, per Linear
A2.11 812 LF Foot) $ 115.00 $ 93,380.00
Elastomeric Bearing (B20-N) in accordance with the
A2.12 42 EA specifications, (complete in place, per Each) $ 180.00 $ 7,560.00
Class II Concrete Surface Treatment in accordance
with [he specifiations, (complete in place, per Square
A2.13 1,275 SY Yard) $ 6.80 $ 8,670.00
Concrete Riprap (CL A) (6 in) in accordance with the
A2.14 10 CY specifcations, (complete in place, per Cubic Yard) $ 1,125.00 $ 11,250.00
Bridge Rail (T101) in accordance with the
A2.15 232 LF specifications, (complete in place, per Linear Foot) $ 80.00 $ 18,560.00
2nd Revision Proposal Form
Page 4 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
Bid Item
Unit Price in Extension (Qty. x
Bid Item Quantity Unit Description Figures Uuit Price io
Figures)
Water Improvemeats
A3.1 150 LF
A3.2 140 LF
Remove 12" Waterline at Charnel Corssing in
acwrdance with the specifications, (complete in place,
per Linear Foot) $
41.00 $ 6,]50.00
12" PVC Waterline Under Channel in accordance with
the specifications, (complete in place, per Linear Foot) $ 350.00 $ 49,000.00
Trench Safety in accordance with the specifications,
A3.3 140 LF (complete in place, per Linear Foot) $ 18.75 $ 2,625.00
Wastewater Improvements
Remove 10" Force Main at Channel Crossing in
accordance with the specifications, (complete in place,
A4.1 150 LF per Linear Foot) $ 56.00 $ 8,400.00
Remove 16" Force Main at Channel Corssing in
accordance with the specifications, (complete in place,
A4.2 200 LF per Linear Foot) $ 56.00 $ 11,200.00
10" PVC Force Main Under Channel in accordance
with the specifications, (complete in place, per Linear
A4.3 145 LF Foot) $ 303.00 $ 43,935.00
Air Release Valve Assembly - 10" Force Main in
accordance with the specifiations, (complete in place,
A4.4 1 EA per Each) $ 4,615.00 $ 4,615.00
16" PVC Force Main Under Channel in accordance
with the specifications, (complete in place, per Linear
A4.5 140 LF Foot) $ 450.00 $ 63,000.00
Air Release Valve Assembly - 16" Force Main in
accordance with [he specifications, (complete in place,
A4.6 1 EA per Each) $ 4,615.00 $ 4,615.00
2nd Revision Proposal Form
Page 5 of ]5
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
ise Bid Part B -Street Construction $
Bid Item
Unit Price io Extension (Qty. x
Bid Item Quantity Uoit Description Figures Unit Price in
Figures)
Televised Inspectin of Conduits in accordance with the
A4.7 285 LF specifications, (complete in place, per Linear Foot) $ 10.50 $ 2,992.50
Trench Safety in accordance with the specifications,
A4.8 285 LF (complete in place, per Linear Foot) $ 9.50 $ 2,707.50
Connect to Existing 10" Force Main in acwrdance with
A4.9 1 LS the specifications, (complete in place, per Lump Sum) $ 5,150.00 $ 5,150.00
Connect to Existing ]6" Force Main in accordance with
A4.10 1 LS the specifications, (complete in place, per Lump Sum) $ 6,600.00 $ 6,600.00
Total Base Bid Part A :............. .................................................................... ............. $ 766,414.70
id Items Al.l-A1.6, A2.1-A2.15, A3. 1-A3.3, and A4.1-A4.10)
2nd Revision Proposal Forth
Page 6 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
se Bid Part B -Street Construcction
Bid Item Quantity Unit
General
B1.1
B1.2
B 1.3
B1.4
B1.5
B1.6
Street Improvements
62.1
$
Bid Item
Description Uuit Price in Eatension (Qty. x
Figures Uuit Price io
Figures)
GeneralBonds/Mobilization in accordance with the
1 LS specifications, (complete in place, per Lump Sum) $ 107,700.00 $
Temporary Traffic control in accordance with the
1 LS specifications, (complete in place, per Lump Sum) $ 34,000.00 $
Ozone Advisory Day in accordance with the
3 DAY specifications, (complete in place, per Day) $ 100.00 $
Storm Water Pollution Prevention Plan and
Implementation in accordance with the specifications,
1 LS (complete in place, per Lump Sum) $ 2,100.00 $
Exploratory Excavation in accordance with the
1 LS specifications, (complete in place, per Lump Sum) $ 12,415.00 $
Allowance for Construction Start Extension in
accordance with Special Provisions A-56, in 14 day
6 EA increments as needed $ 100.00 $
Remove Existing 4"-5" IiMAC Pavement in
accordance with the specifications, (complete in place
13,145 SY per Square Yard) $
Remove Existing Roadway Sign in accordance with the
B2.2 11 EA specifications, (complete in place, per Each) $
Remove Existing Driveways in accordance with [he
B2.3 8,085 SF specifications, (complete in place, per Square Foot) $
4' Orange Construction Barrier Fence in accordance
with the spsecifications, (complete in place, per Linear
B2.4 10,740 LF Foot) $
107,700.00
34,000.00
300.00
2,100.00
12,415.00
600.00
2.45 $ 32,205.25
245.00 $ 2,695.00
1.65 $ 13,340.25
3.30 $ 35,442.00
2nd Revision Proposal Form
Page 7 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
rt B -Street Coestructioe eoetieued...
Bid Item
Bid Item Quaetity Ueit Descriptioe Uoit Price io Eateesioe (Qty. x
Figures Uuit Price ie
Figures)
Street [mprovemeets coetieued...
Select Fill Embankment in accordance with the
62.5 7,550 CY specifications, (complete in place, per Cubic Yard) $ 24.70 $ 186,485.00
Geogrid BX 1100 in accordance with the
B2.6 21,700 SY specifications, (complete in place, per Square Yard) $ 3.30 $ 71,610.00
14" Type A Grade 1 Base (Flexible Base -High
Strength) in accordance with [he specifications,
B2.7 21,700 SY (complete in place, Per Square Yard) $ 20.10 $ 436,170.00
Prime Coat in accordance with the specifications,
B2.8 3,063 GAL (complete in place, per Gallon) $ 4.75 $ 14,549.25
2" HMAC Type D in acwrdance with the
B2.9 20,420 SY specifications, (complete in place, per Square Yard) $ 12.95 $ 264,439.00
Driveway Reconstruction in accordance with the
B2.10 3,740 SF specifications, (complete in place, per Square Foot) $ 6.75 $ 25,245.00
Articulated Concrete Block Matting in accordance with
B2.11 5,050 SY the specifications, (complete in place, per Square Yard) $ 77.35 $ 390,617.50
Erosion Control Matting (TRM) in accordance with the
B2.12 5,125 SY specifications, (complete in place, per Squaze Yard) $ 10.70 $ 54,837.50
Reflective Pavement Markings TY.I (Y) (4") (SLD)
(100 mil) in accordance with the specifications,
B2.13 1,120 SF (complete in place, per Square Foot) $ 1.60 $ 1,792.00
Reflective Pavement Markings TY.1 (W) (4") (SLD)
(100 mil) in accordance with the specifications,
B2.14 3,770 SF (complete in place, per Square Foot) $ 1.60 $ 6,032.00
2nd Revision Proposal Forth
Page 8 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
K B -Street Construction continued...
Bid Item
Bid Item Quantity Unit Description Unit Price im Extension (Qty. x
Figures Unit Price in
Figures)
Street Improvements continued...
Reflective Pavement Markings TY.I (W) (8") (SLD)
(100 mil) in acwrdance with the specifications,
B2.15 75 SF (complete in place, per Square Foot) $ 2.60 $ 195.00
Reflective Pavement Markings TY.1 (W) (24") (SLD)
(100 mil) in accordance with the specifications,
B2.16 96 SF (wmplete in place, per Square Foot) $ 9.45 $ 907.20
Reflective Pavement Markings TY.1 (Y) (4") (BRK)
(100 mil) in accordance with the specifications,
B2.17 326 SF (complete in place, per Square Foot) $ 2.10 $ 684.60
Reflective Pavement Markings Reflector TY.II-A-A in
accordance with [he specifications, (complete in place,
B2.18 86 EA per Square Foot) $ 9.45 $ 812.70
Metal Beam Guard Rail in accordance with the
B2.19 350 LF specifications, (complete in place, per Linear Foot) $ 34.80 $ 12,180.00
50 LF Standard Guardrail Terminal (SGT) in
accordance with the specifications, (complete in place,
B2.20 4 EA per Each) $ 645.00 $ 2,580.00
Guard Rail End Treatments in accordance with the
B2.21 4 EA specifications, (complete in place, per Each) $ 2,675.00 $ 10,700.00
New Roadway Sign in accordance with the
B2.22 15 EA specifications, (complete in place, per Each) $ 755.00 $ 11,775.00
Roadway/Right-of--Way excavation (complete in place
B2.23 5,000 CY per Square Yard) $ 7.70 $ 38,500.00
Storm Water Improvements
Remove Drainage Culverts in accordance with the
B3.1 100 LF specifications, (complete in place, per Linear Foot) $ 6.40 $ 640.00
2nd Revision Proposal Forn
Page 9 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
rt B -Street Constructlou continued...
Bid Item
Bid Item Quantity Unit Description Unit Price in Eatensiou (Qty. x
Figures Uoit Price in
Figures)
Storm Water Improvemeuts continued...
RC Pipe (CL III) (18") -Driveways in accordance with
B3.2 748 LF the specifications, (complete in place, per Linear Foot) $ 32.65 $ 24,422.20
Safe End Trt. (TY 1I) RC Pipe (18") (6:1) in
accordance with[ the specifications, (complete in place,
B3.3 16 EA per Each) $ 1,138.00 $ 18,208.00
RC Pipe (CL R[) (24") -Cross Drainage in accordance
with the specifications, (complete in place, per Linear
B3.4 76 LF Foot) $ 43.25 $ 3,287.00
Safe End Trt. (TY II) RC Pipe (24") (3:1) in
accordance with the specifications, (complete in place,
B3.5 2 EA per Each) $ 1,215.00 $ 2,430.00
Re-Grade Ditch in accordance with the specifications,
B3.6 6,212 LF (complete in place, per Linear Foot) $ 4.40 $ 27,332.80
Water Improvemeuts
Grade Adjustment for 12" Waterline Valve Riser in
accordance with the specifications, (complete in place,
B4.1 6 EA per Each) $ 450.00 $ 2,700.00
Wastewater Improvemeuts
Grade Adjustment for 10" Force Main Valve Riser in
accordance with the specifications, (complete in place,
B5.1 2 EA per Each) $ 450.00 $ 900.00
Grade Adjustment for 16" Force Main Valve Riser in
accordance with the specifications, (complete in place,
B5.2 4 EA per Each) $ 450.00 $ 1,800.00
Total Base Bid Part B :........... ...................................................................... ...... ....... $ 1,852,629.25
id Items Bl.l-B1.6, B2.1-B2.23, B3.1-B3.6, B4.1, and B5.1-B5.2)
)TAL BASE BID (PART A + PART B) $ 2,619,043.95
2nd Revision Proposal Form
Page 10 of 15
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
ditive Alternate No. 1 $
Bid Item
Bid Item Quantity Unit Description Uoit Price in Eatension (Qty. x
Figures Uoit Price in
Figures)
1 Street Improvements Contingency Items
Remove Existing HMAC Pavement in accordance with
AAl.I 4,325 SY the specifications, (complete in place, per Square Yard) $ 2.50 $ 10,8]2.50
Select Fill Embankment in accordance with the
AA12 1,250 CY specifications, (complete in place, per Cubic Yazd) $ 24.70 $ 30,875.00
Geogrid BX 1100 in accordance with the
AA1.3 5,765 SY specifications, (complete in place, per Square Yard) $ 3.30 $ 19,024.50
14" Type A Grade 1 Base (Flexible Base -High
Strength) in accordance with the specifications,
AA1.4 5,765 SY (complete in place, Per Square Yard) $ 20.10 $ 115,876.50
Prime Coat in accordance with the specifications,
AA1.5 785 GAL (complete in place, per Gallon) $ 4.75 $ 3,728.75
2" HMAC Type D in accordance with the
AA1.6 5,240 SY specifications, (complete in place, per Square Yard) $ 12.95 $ 67,858.00
Reflective Pavement Markings TY. 1 (Y) (4") (SLD)
(100 mil) in accordance with the specifications,
AA1.7 775 SF (complete in place, per Square Foot) $ 1.84 $ 1,426.00
Reflective Pavement Markings TY. 1 (W) (4") (SLD)
(100 mil) in accordance with the specifications,
AA1.8 875 SF (complete in place, per Square Foot) $ 1.84 $ 1,610.00
Reflective Pavement Markings TY. 1 (W) (8") (SLD)
(100 mil) in accordance with the specifications,
AA1.9 35 SF (complete in place, per Square Foot) $ 2.89 $ 101.15
Reflective Pavement Mazkings TY. 1 (Y) (4") (BRK)
(100 mil) in accordance with the specifications,
AA1.10 17 SF (complete in place, per Square Foot) $ 3.68 $ 62.56
2nd Revision Proposal Forth
Page 11 of IS
LAGUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT N0.6278
s $
Bid Item
Bid Item Quantity Umit Description Unit Price in Eatension (Qty. x
Figures Unit Price in
Figures)
1 Street Improvements Contingency Items continued...
Reflective Pavement Markings Reflector TY. II-A-A in
accordance with [he specifications, (complete in place,
AAl.ll 30 EA per Each) $ 9.45 $ 283.50
Driveway Reconstruction in accordance with the
AA1.12 1,365 SF specifications, (complete in place, per Square Foot) $ 5.00 $ 6,825.00
RC Pipe (CL III) (18") -Driveways in accordance with
AA 1.13 175 LF the specifications, (complete in place, per Linear Foot) $ 32.65 $ 5,713.75
Safe End Trt. (TY II) RC Pipe (18") (6:1) in
accordance witht the specifications, (complete in place,
AA1.14 8 EA per Each) $ 1,140.00 $ 9,120.00
Re-Grade Ditch in accordance with the specifications,
AAI.15 2,800 LF (complete in place, per Linear Foot) $ 4.40 $ 12,320.00
TrafFic Control Allowance in accordance with ~S'"06D
AA1.t6 1 LS specifications, (complete in place, per Lump Sum) $ 2,835.00 $ ~2;83fd6
al Additive Altercate No. 1: (Bid Items AAI.I-AA1.16) S 288,472.21
Bid Totals Summary
al Base Bid (Part A + Part B) ................................................................................... $ 2,619,045.95
al Bases Bid + Additive Alternate No. 1 ...................................................................... $ 2 . 6
t G Contractors, Inc. herewith certifies that the prices shown on this print-out for bid items (including any additive or deductive
~ma[es) contained in this proposal are the unit prices and no other Information from this price-out.
L G Contractors, Inc. acknowledges and agrees that the Total Bid Amount shown will be read as [ts Total Bid and further agrees
the official Total Bid amount will be determined by multiplying [he unit bid price (Column IV) shown in this print-out by the
~ective estestima7tefd/fgju~antities shown in the Proposal (Column II) and then totaling the extended amounts.
nat~:Gary Garnett
e: Vice President
:e: September 24.2008
2nd Revision Proposal Form
Page 12 of 15
The undersigned hereby declares that he has visited the site and
has carefully examined. the plans specifications and contract documents
relating to the work covered by h~s bid oz 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.
calendar -days executec thenformal aoontract nandCwilled liverish Perf rmance
sond (as required) for the faithful performance of this contract and. a
Payment Sond (as required) to insure payment for all labor and materials.
The bid-bond attached to this proposal, iri 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..
asi,aorit /Tdl,aority ausiaeas Eaberpri,se Part:Lc3pations The
apparent low bidder shall, within five days of receipt of bids, submit to
the City Engineer, in writing, the names and addresses of b18E firms
participating im the ovziL-ract and a flescription of the work. t0 be
performed and its dollar value for bid evaluation purpose.
Number of signed Sets of Documents; The contract and all bonds
will be prepared in not less than four counterpart (original signed) sets.
'fifine of Co~pietion: The undersigned agrees to complete the
work----- from the date designated by a work Order:
Bass Hid Burt a: 130 Glaadar 7ouXa
Rase 8iS Part H: 360 Calsadar 7R,gys
* Part A will be Completed concurreTltly witki Part B. Part A and 8
may be initiated by a single or separate Notices to Proceed.
The undersigned further declares that he will provide all
necessary tools and apparatus, do alT the work and furnish all materials
and do everything requiired to carry out the shove mentioned work covered
by this proposal, fn strict accordance with the contract documents and the
requirements pertaining thereto, for the sum or sums above set forth.
Receipt of the following aaaden~ acknowledged (addenda
number): 9 008 #2 (Se tember b; 2~~8) #3 (September 8, 2008)
#4 (September 10', 2008
Respectfully submitted:
Name: _ n
(SEAL - IF SIDD£R I9 =~'PEJRE) Gary Garnett Vice President
a CorpOx•ation) Address: p n Rnx 10706. 1225 Sou~hern Minerals Rd.
(P.O. Hox) (street)
C'orn:c Chri i Texas 7$460-0706
(City). (State) (Zip)
Telephone:
YPS: Do not detach )aid £rom other papers.
Filx in with SrUC and eutmiC complete
with attached pap¢rs. (Revisrd Au4ust 2000)
ne AddaDdYm No. 2
4 Aasiden a:nm..~ w.,... _._
P E R F O R M A N C E B O N D
BOND NO, 2274270
STATE OF TEXAS §
COUNTY OF NUECES §
KNOW ALL BY THESE PRESENTS:
THAT H S G Contractors, Ync. of NUECES County, Texas,
hereinafter called "Principal", and INSURANCE COMPANY OF THE WEST & * d
corporation organized under the laws of the State of CALIFORNIA
and duly authorized to do business in the State of Texas,
hereinafter called "Surety", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City", in the penal sum of TWO 2dILLION,
NINE HUNDRED NINETEEN THOUSAND SIX HUNDRED EIGHTY-ONE AND 16/100
($2,919,681.16) DOLLARS, lawful money of the United States, to be
paid in Nueces County, Texas, for the payment of which sum well and
truly to be made we bind ourselves, our heirs, executors,
administrators and successors, jointly and severally, firmly by
these presents:
* INDEPENDENCE CASUALTY & SURETY CO.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 21ST of OCTOBER 20 08 a copy of which is
hereto attached and made a part hereof, for the construction of:
LAGUNA SHORES ROAD REHABILITATION
GRAAAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT NO. 6278
(TOTAL BASE SID + ADD.ALT.NO.1: $2,919,681.16)
NOW, THEREFORE, if the principal shall faithfully perform said
work in accordance with the plans, specifications and contract
documents, including any changes, extensions, or guaranties, and if
the principal shall repair and/or replace all defects due to faulty
materials and/or workmanship that appear within a period of one (1)
year from the date of completion and acceptance of improvements by
the City, then this obligation shall be void; otherwise to remain
in full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond; and it does hereby
waive notice of any such change, extension of time, alteration or
addition to the terms of the contract, or to the work to be
performed thereunder.
Performance Bond
Page 1 of 2
This bond is given to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of
the State of Texas.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
7.19-1, Vernon's Texas Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the z7Tx
day Of OCTOBER 2O O8
PRINCIPAL
(Print Name &
( rint Name & Title)
SURETY
INDEPENDENCE CASUALTY & SURETY CO.
By:.! ///~z~.,.C
Attorne -~n-fact
Mt~UV FTTFM MnORF
(Print Name)
~'#a,~R+r~~.dsat,; Agent. of the 'Surety in Nueces Catuits~~ Texas, far:E-;
s. . , _~ ..,.,,-_ _. ~--., 4 ,
dens°vsi~"v£ notice end service of process is~~ ~'
AyeIICy: SWANTNER & GORDON INSURANCE AGENCY
Contact Person: otT9A, MnnRF _
Address: P.o. sox 870
CORPUS CHRISTI, TEXAS 78403
Phone Number: 361-883-1711
(NOTE: Date of Performance Bond must not be prior to date of con trac t)(Revised 3/08)
Performance Bond
Page 2 of 2
~L~~v~r~ H~,e,~~s. tloac~n~ Hssf
P A Y M E N T B O N
BOND NO. 2274270
STATE of TEXAS §
COUNTY OF NUECES ~
RPiOW ALL BY THESE PRESENTS:
THAT H 6 G Contractors, Inc. of NUECES County, Texas,
hereinafter called "Principal", andlNSORANCE COMPANY of THE WEST ~ * ,
a corporation organized under the laws of the State of CALIFORNIA ,
and duly authorized to do business in the State of Texas,
hereinafter called "Surety", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City", and unto all persons, firms and
corporations supplying labor and materials in prosecution of the
work referred to in the attached contract, in the penal sum of TWO
MILLION NINE HUNDRED NINETEEN THOUSAND SIR HUNDRED EIGHTY-ONE AND
16/100 ($2,919,681.16) DOLLARS, lawful money of the United States,
to be paid in Nueces County, Texas, for the payment of which sum
well and truly to be made we bind ourselves, our heirs; executors,
administrators and successors, jointly and severally, firmly by
theS2 preseritS: *INDEPENDENCE CASUALTY & SURETY CO.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 21ST day OCTOBER 20 08 a copy of which is
hereto attached and made a part hereof, for the construction of:
LACUNA SHORES ROAD REHABILITATION
GRAHAM ROAD TO HUSTLIN' HORNET DRIVE
PROJECT NO. 6278
(TOTAL BASE BID + ADD.ALT.NO.1: $2,919,681.16)
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 prosecution of the work provided for in said
contract and any and all duly authorized modification of said
contract that may hereinafter be made, notice of which modification
to the surety is hereby expressly waived, then this obligation
shall be void; otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed upon this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or
addition to the terms of the contract, or to the work to be
performed thereunder.
Payment Bond
Page 1 of 2
This bond is given to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of
the State of Texas. The terms "Claimant", "Labor" and "Material",
as used herein are in accordance with and as defined in said
Article.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
7.19-1, Vernon's Texas Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in 9 copies,
each one of which shall be deemed an original, this the 27TH
day Of OCTOBER ZO 08
PRINCIPAL
H & G CON~TR~ACTORS, INC,
BY~ ~/f/~~G~ -
G~L7 Gam.<,~ s~ ~ r.
(Print Name & Title)
& Title)
SURETY
INSURANCE COMPANY OF THE WEST
INDEPENDENCE CASUALTY & SURETY CO.
By
At
MARY ELLEN MOORE
(Print Name)
ACJ@IICy: SWANTNER & GORDON INSURANCE AGENCY
COIlt8Ct PEr80II:_ MARY ELLEN MOORE
Addre88: P O BOX 870
CORPUS CHRISTI, TEXAS_ 78403
Phone Number: 2Fi_f2A "3_1711
(NOTE: Date of Payment Bond must not be prior to date of contract) (Revised 3/08)
Payment Bond
Page 2 of 2
yeu..a~rsxe~ ~so~a~ ~ urue~~a n ~ emu- ~e~~a~a ~ u ~eTe.~~e~eaerwmle
Swantner & Gordon Ins Agcy-CC
PO Box 870
Corpus Christi TX 78403-0870
Phone: 361-SB3-1711 Fax:361-694-0101
H S G Contractors, Znc.
H 6 G Oilfield Services
P O Box 10706
Corpus Christi TX 78460
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: National Fire Ins Hartford 20478
INSURER e: Continental insurance Co 35289
msuRERC: Valle Fore Insurance Co 20508
INSURER 0:
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANV REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W ITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAV PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E%CLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BV PAID CLAIMS.
LTR NSR TYPE OF INSURA CE POLICY NUMBER DATE MMIDDIYV DATE MMRIDIYY LIMITS
GENERAL LIABILITY / EACH OCCURRENCE E 1, OOO , OD D
A X COMMERCIAL GENERAL LIABILITY 02070926033 ~/ 06/23/08 06/23/09 PREMISES Ece E lOO, DDD
CLAIMS MADE X~ OCCUR ~ MED EXP (Any one person) $ 5 , DOO
X Contractual PERSONALBADV INJURY 1 , OOO , OOO
X Limited Worksite POLLUTION GENERAL AGGREGATE E2,000,OOO
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG E2,000,OOO
POLICY X JEC LOC Em Ben. 1,000,000
AUT OMOBILE LIABILITY
D
; INGLE LIMIT
E 1 , OOO , OOD
B X ANY AUTO 02070926114 / 06/23/08 06/239
I
Ea etGd
ALL OWNED AUTOS .p ~' BODILY INJURY $
SCHEDULED AUTOS (Paryerson)
X HIRED AUTOS BODILY INJURY
$
X NON-OWNED AUTOS (Per eccitlanQ
B X MCS-90 ENDT PROPERTY DAAMGE E I
(Per accitlenp
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ I
ANV AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
E%CESSIUMBRELLA LIABILITY EACH OCCURRENCE $S,000,OOO
$ X OCCUR CLAIMS MADE 2094656095 ~ 06/23/08 06/23/09 AGGREGATE $S,000,OOO
v E
DEDUCTIBLE S
X RETENTION ElOOOO $
WORKERS COMPENSATION AND X TORY LIMITS Eft
C EMPLOYERS' LLABILRV
ANY PROPRIETOR/PARTNER/EXECUTIVE
WC27 092 615 9
06/23/08
06/23/09
E.L. EACH ACCIDENT
x1,000 000
~
OFFICEWMEMBER EXCLUDED? E.L. DISEASE-EA EMPLOYE E1 OOO,OOO
I( yea, tlescrioe untler
SPECIAL PROVISIONS OeIOw
E.L. DISEASE-POLICY LIMI7
$1, ODD, DDO
OTHER
DESCRIPTION OF OPERATIONS/ LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS
Project #6278: Laguna Shores Road Rehabilitation Graham Road to Hustlin'
Hornet Drive. The City of Corpus Christi is named as additional insured on
all General Liability and all Automobile Liability policies as required by
written contract and per attached endorsements.
i,crc I mcJA I c nuwerc
L.IL.L._L.D SHOULD ANV OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORFTHE EXPIRATION
f
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3O (/ DAYS WRITTEN
City Of COrpUS Chr13t1 /~ NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SNALL
Engineering Services _ / IMPOSE NO OBLIGATION OR LIABILITY OF ANV KIND UPON THE INSURER, ITE AGENTS OR
Contract Administrator V
P.O. BOX 9277 REPRESENTATIVES.
Corpus Christi TX 78469-9277 IAUPHRORIZED REPR63ENT E //
ernon oc nnm mm
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
CORD
~~,~,
[fBaG Cvnt-xactorsy bnc. PoYicy ~IJ2O7O926O331/
VBUB~®~~~U~~: ~6'99S Eh!I®®I~ f~Bl111~6bN~ ~®f~If~aB1~9S ®99'~BES 1P~ilc~~1' A~~L~ 5T® `TG~I~ ~®®B~B®~I~L
&B19S(I~FiE® BRN `~@°ilE E~EN~ ®F ®~~flDB~REP-CE, ®FFE~lSE, ~L~BBw ®~ S@~6T. SEE ~~~$AG~~a~69
~.9. ®F °~B•BBS E~®®BgSEB~E~9~ F®~ ~'D-0ESE ®~95~IES.
~B~@S ER9®®C~SE~IEN~ ~B~~a~9GES 8,9E ~®LO~~. B'LEASE ~tEA® B'P ~AREFfllLL~°.
~®~9~1~~~~®~'~ S~~E®~~E® ~~4® ~L~B~~E'P ~®®I~0®T9s~~ B6~~U~E®
E9V®®R~Ef~EE~d~ ~6~~'B~ ~~®®~~`~~=~®i1~PLETE® ®PEI~ATI®N~ ~®9fEfi~AGE
This endorsement modifies insurance provided under the following: ~~
COMMERCIAL GENERAL LIABILITY COVERAGE PART b
SCI4ED@.ILE
s
Name o4 P~eraon or Oagani8a4ion: Designa4ed RroJec4:
Any person or organization rsho requires yon to:bbtain this coverage tinder a written
contract or agreement
. b
(Coveeage vendee 8hle endoeseenen4 is no4 affected by an en4ry ov lads o4 en4ry in the Schedrale alcove.)
A. wtl0 IS AN INSl9RED (Sec4fon Ily is amended to 3. The coverage provided to 4he additional insured
include as an insured any person or organization, by this endorsement and paragraph f. of the
including any person or organization shown in 4he definition of "insured contract" under
schedule above, (called additional insured) whom you DEFINITIONS (Section b) do not apply to "bodily
are required to add as an additional insured on this injury" or "property damage" arising out of the
policy under a written contract or written agreement; "products-completed operations hazard" unless
but tha written contract or written agreement must be: required by the written contract or written
9. Currently in effect or becoming effective during the agreement.
term of this policy; and 4. The insurance provided to the additional insured
2. Executed rior to the "bodil in'u
p y j ry," property does not apply to "bodily injury," "property
"
"
damage," or "personal and advertising injury" dama e,
or
personal and advertising injury"
9
'
arising out of an architect
s, engineer's, or
B. The insurance provided to the additional insured is surveyor's rendering of or failure to render any
limited as follows: professional services including:
9. That person or organization is an additional a. The preparing, approving, or failing 4o prepare
insured solely for liability due to your negligence or approve maps, shop drawings, opinions,
specifically resulting from "your work" for the reports, surveys, field orders, change orders
additional insured which is the subject of the or drawings and specifications; and
written contract or written agreement. No
coverage applies to liability resulting from the sole ~, Supervisory, or inspection activities pertormed
negligence of the additional insured. as part of any related architectural or
engineering activities.
2. The Limits of Insurance applicable to the
additional insured are those specified in the C. As respects the coverage provided under this
written contract or written agreement or in the endorsement, SECTION Id - COAAWIERCIAL
Declarations of this policy, whichever is less. GENERAL LIABILITY CONDITIONS are amended as
These Limits of Insurance are inclusive of, and not follows:
in addition to, the Limits of Insurance shown in the 7: The following is added to the Duties In The Event
Declarations. of Occurrence, Offense, Claim or Suit Condition:
G-140331-A
(Ed. O 1 /01)
Page 1 012
a. An additional insured under this endorsement
will as soon as practicable:
(9) Give written notice of an occurrence or an
offense to us which may result in a claim
or "suit" under this insurance;
(2) Tender the defense and indemnity of any
claim or "suit" to any other insurer which
also has insurance for a loss we cover
under this Coverage Part; and
(3) Agree to make available any other
insurance which the additional insured
has for a loss we cover under this
Coverage Part.
9. We have no duty to defend or indemnity an
additional insured under this endorsemen4
until we receive writteri notice of a claim or
"suit" from the additional insured.
2. Paragraph ~.Ir. of the Other Insurance Condition is
deleted and replaced with the following:
4. O4hsr Inauranc®
b. Excess Inauranc®
This insurance is excess over any other
insurance naming the additional insured
as an insured whether primary, excess,
contingent or on any other basis unless a
written contract or written agreement
specifically requires that this insurance be
either primary or primary and
noncontributing.
G•140331-A
(Ed. 01/01)
Page 2 of 2
- .r..v ~styaui4.i al. i4PLLJ y. LLLR.= '
°~PBO~ ~~®®Is~~~~~fr~lf ~~~~~~~ ~&d~ ~®~0~4P. ~~E~SE ~~~® B~ ~~1f~[~~~~~17,
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCBiE®ULE
iVaroea o4 ~eesore oP Oagaeaiaa4ion:
Any person or organization who requires
you to obtain this waiver of our right
of recovery under a written contract or
agreement -
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.)
The TRANSFER OF RIGHTS OF RECOVERY AGAINST because of payments we make for injury or damage arising
OTHERS TO US Condition (Section IV -COMMERCIAL out of your ongoing operations or "your work" done under a
GENERAL LIABILITY CONDITIONS) is amended by the contract with that person or organization and included in the
addition of the following: "products-completed operations hazard." This. waiver
Vye waive any right of recovery we may have against the applies only to the person or organization shown in the
person or organization shown in the Schedule above Schedule above.
s
0
CG 24 04 90 93 Copyright, Insurance Services Office, Inc., 1992
BRASELTON LAND VENTURES
5337 YORKTOWN, SUITE 100
CORPUS CHRISTI, TX 78413
CABOT OIL & GAS CORPORATION
1200 ENCLAVE PARKWAY, SUITE 300
HOUSTON, TX 77077-1607
CHAZZ DEVELOPMENT, LTD.
COYM, REHMET & GUTIERREZ
ENGINEERING, INC.
5656 S. STAPLES ST. SUITE 230
CORPUS CHRISTI, TX 78411
J CITY OF CORPUS CHRISTI
P.O. BOX 9277
CORPUS CHRISTI, TX 78469-9277
CITY OF ROBSTOWN
101 EAST MAIN
ROBSTOWN, TX 78380
CWI-CLAYTON WILLIAMS ENERGY
6 DESTA DRIVE #1100
MIDLAND, TX 79705-5510 -
DOMINION EXPLORATION & PRODUCTION, INC.
1450 POYDRAS
NEW ORLEANS, LA 70112
DEWBRE PETROLEUM CORPORATION
600 LEOPARD ST.
CORPUS CHRISTI, TX 78473
DHM DESIGN BUILD
P.O. BOX 10124
CORPUS CHRISTI, TX 78460
EDGE PETROLEUM CORPORATION
1111 BAGBY, SUITE 2100
HOUSTON, TX 77002
HOGAN BUILDING CO. #1 LP AND ITS AFFILIATES
~!~ ~ ~ Seaelar
O0811m an of Ike BOaftl
G-56015-B (ED. 11/91)
l \aVWDLYG daVJURLY LtlQBpBL MdtlY @iYYRSiDJ ~ '
UV2070926033 ~ H & G CONTRACTORS INC (SEE ENDORSEMENT)
P O BOX 10706 ~~//i
CORPUS CHRISTI, TX 78460
POLICY CHAFIGES
ccoaos
Thia Change Endorsement changes the Policy. Please read it carefully.
This Change Eudorasment is a part of your Policy and takoe effact on tha
effective date of your Policy, unless another effective date is shows.
The following Form(s) has (have) been added:
1 Form #: CG0205-1204 TX Changes-Amend Cancellation Prov or Cov Change
\( Number of Days' Notice: 30 DAYS
Name & Address:
BRASELTON LAND VENTURES 5337 YORKTOWN STE 100 CORPUS CHRISTI TX 7841_
CHAPARRAL ENERGY LLC, PO BOX 2566 FT WORTH, TX 76113-2566
CITY OF CORPUS CHRISTI, DEPT OF ENGINEERING SERVICES,
P 0 BOX 9277, CORPUS CHRISTI, TX 78469-9277
D&J LAND CO INC 117 BALDWIN AVE, MATHIS, TX 78368
DYNAMIC.PRODUCTION INC 28D1.GLENDA.AVE,. FT WORTH.,_TX.7.6117..
FULTON*COASTCON P O BOX 61229, HOUSTON, TX 7208-1229
HOGAN DEVELOPMENT,2004 N COMMERCE, VICTORIA, TX 77901-5510
HOGAN DE~IELOPMENT CO L.P. #04 CHAMA, VICTORIA, TX 77904
JAMEX ZNC, P O BOX 2566 FT WORTH, TX 76113-2566
RUTHERFORD OIL CORP P O BOX 17150 FT WORTH, TX 76102-0150
EMERALD COAST INVESTMENTS C/O RUSSELL VETETO ENGINEERING 820 BUFFALO,
CORPUS CHRISTI, TX 78401
RUSSELL VETETO ENGINEERING 820 BUFFALO, CORPUS CHRISTI, TX 78401
SAMSON RESOURCES CO & ITS AFFILIATES C/O ICA P O BOX 2566, FT WORTH
TX 76113-2566
SOUTHERN RESOURCES P O BOX 6483 CORPUS CHRISTI, TX 78466
VALERO ENERGY ATTN: JEAN SCHARFF P O BOX 500 SAN ANTONIO TX
78292-0500
VERNON E FAULCONER INC, ATTN: SHELLY SUDDERTH, PO BOX 7995, TYLER ,TX
75141
WAUESHA-PEARCE INDUSTRIES,ATTN: CR DEPT,PO BOX 35068,HOUSTON,TX 77235
WYNN CROSBY ENERGY INC,16415 ADDISON RD STE 800 ADDISON,TX 75001-3267
GOODWIN PUMPS, CREDIT DEPT ONE FLOODGATE RD BRIDGEPORT, NJ 08014
~_
z
C
C
S
m I ,~ ~ V Sacieta
Chairman o1 the BOdrd
G-56015-B (ED. 11/91)
POLICY iJUMBER: D2O7O926Afl4 V/ COiIARAERCIAfl~ AU4O
CA 02 ~~ 06 0~
T@°BB~ E~®~~dSE61flEEd~ ~E~~6bGES TAE P®~9CY. PE.EASE 64Ee~® B~ Ce4~E~@~R~~~.
vvv C®~/ERAG~ ~IiA~VGE EtJ®®F~SEIVI~~BT
This endorsement modifies insurance provided under the following:
J BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
TRUCKERS COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by
the endorsement.
This endorsement changes the policy effective on the inception date o1 the policy unless another date is indicated
below.
Endorsement Effective: Countersigned By
6/23/08 ~,,*,~~.,, ,~ ~ *~
~ ,~,
`
''
Named Insured: ~ e.~,, x
~
,-,
~:} 'Re resentative
SCHEDULE
Plumber of Days' tdotice3 0
Pdam® Of P®PSOPD Or Org8f118~t10rIPER SCHEDULE ON FILE WITH COMPANY
~CtrtrBSS
If this policy is canceled or materially changed to reduce or restrict coverage, we will mail notice of cancellation or
change to the person or organization named in the Schedule. We will give the number of days' notice indicated in the
Schedule.
8
CB. 02 44 O6 0~ Copyright, ISO Properties, Inc., 2003 Page 1 of 1
U 2070926114
H &tlGyCONTRACTORS~INCy~,V"SEE ENDT"
P O BOX 10706
CORPUS CHRISTI, TX 78460
POLYCY CHAPIGES
HLAA1ftET WAIVER OF SLPHROGAT%OAl
This Change Endoraameat Chang®a the Policy. Please read it carefully.
Thin Change Endorsement is a part of your Policy and takes effect on the
effective date of your Policy, ualeea another effective date ie ahovm.
Any person or organization on whose behalf you are required to
obtain this waiver of our right to recover from under a written
contract or agreement.
Chairman d the ~eer~
Secrete
G-56015-B (ED. 11/91)
(Ed. 7-t34)
TEXAS NOTICE OF AAATERIAI. CB-0ARICE EbbDORSEAAE1dT
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
t Number of days advance notice: 30 /
2. Notice will be mailed to: LIST ON FILE WITH COMPANY
iS
_~
i3
This endorsement changes the policy to which it is atlached and is effective on the date issued unless otherwise stated.
(The information below is required only when this entlorsement is issued subsequef to preparation of the policy.)
Endorsement Effective 6/23/08 Policy No. T~dC27O926159 / E dorsement No.
Insured H & ,G Contractors Inc. Pr
,xv~; ,,
Insurance Company ~ r e, ~ ~'F`~~ .~.
Countersigned by ~~~,;> ,;,• ,~~~. :- - .
&UC 42 06 01
(Ed. 7-84)
tau. i-uui
TE3(AS wA1VER OF OUR RIGFIT TO RECObER FROAfl OTHERS EPlOORSEAAEYdT
This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of 4he
Information Page.
We have the right to recover our payments Trom anyone liable for an injury covered by this policy. We will not enforce our
right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury
arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver
from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement is shown in the Schedule.
Schedule
1. ( )Specific Waiver
Name of person or organization
(X )Blanket Waiver
Any person or organization }or whom the Named Insured has agreed by written contract to furnish this waiver.
2. Operations:
3. Premium
The premium charge for this endorsement shall be percent of the premium developed on payroll in connection
with work performed for the above person(s) or organization(s) arising out of the operatiohs described.
4. Advance Premium
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 endorsemen4 is issued subsequent to preparation o4 the policy.)
Endorsement Effective 623/08' /Policy No. t;TC27O926159 ~ Endorsement No.
Insured H & G Contractors, Inc_ pr~ymg.,
fnsurance Com an / r' x, ~r,~ ' -
P Y Countersigned by ,~° ,
WC420304A
(Ed.1-00)