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SPECIAL PR~~TISZ
SPECI~'ICATI~NS
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LACUNA MADRE I&I SANZTARP SEWER MANHOLE AND GRA~TITY C~LLECTICN
LINE REPLACEMENT/REHABILITATION
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WASTEWATER DEPARTMENT
CITY QF CoRPUS CHRISTI, TEXAS
Phone: 361/825-1804
Fax: 361/86-1715
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Crt~~ o~L'arpus Christi
~A~TE~ATER
DEPARTr~lEA'T
AND
DEPARTMENT OF ENGINEERING SERVICES G ~/ 7" V 7
CITY OF CORPUS CHRISTI, TEXAS
Phone: 361/826-3500 P~oj~~- ~~9,~~
Fax: 361/826-3501
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PROJECT NO: 7401
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(Revised 7/5/00)
LAGUNA MADRE I&I SANITARY SLWER MANHOLE
AND GRAVITY COLLECTION LINE REPLACLMF~NT/REHABILITATION
TABLE GF CONTENTS
NOTICE TO BIDDERS (Revised 7/5/00)
NOTICE T4 CONTRACTORS _ A Revised Sept. 2aao}
insurance Requirements ,
NOTICE TOCONTRACTORS - B Revised 7151 Da}
Worker's Compensation Coverage for Building or Construction Projects Far Government Entities
SECTION A -SPECIAL PROVISIONS
A-1 Time and Place ofReceiving ProposalslPre-Bid Meeting
A-2 Definitions and Abbreviations
A-3 Description of Project
A-4 Method of Award
A-5 ztems Submitted with Proposal
A-6 Time of CompletionlLiquidated Damages
A-7 Workers Compensation Insurance Coverage
A-S Faxed Proposals
A-9 Acknowledgment of Addenda
A-10 Wage Rates Revised 7151 Da}
A-11 Cooperation with Public Agencies Revised 715100}
A-12 Maintenance of Services
A-13 Area Access and Traffic Control
A-14 Construction Equipment Spillage and Tracking
A-15 Excavation and Removals
A-16 DisposallSalvage ofMaterials
A-17 (NOT USED}
A-1 S Schedule and Sequence of Construction
A-19 Construction Staking
A-20 Testing and Certification
A-21 ~est~g~s SNOT USED}
A-22 MinoritylMinorityBusmess Enterprise Participation Policy Revised 10198}
A-23 ~N4T USED}
A-24 Surety Bonds
A-25 ~~ ENO LONGER APPLICABLE} X6111195}
A-26 Supplemental Insurance Requirements
A-27 ' ' ' SNOT USED}
A-2S Considerations for Contract Award and Execution
A-29 Contractor's Field Administration Staff
A-30 Amended "Consideration of Contact" Requirements
A-31 Amended Policy on Extra Work and Change Qrders
A-32 Amended "Execution of Contract" Requirements
A-3 3 Conditions of 'Work
A-34 Precedence of Contract Documents
A-3 5 ' ' ' ~NGT USED}
A-36 Other Submittals Revised 911$100}
A-37 Amended "Arrangement and Charge for Water Furnished by the City"
A-3S Worker's Compensation Coverage for Building or Construction Projects for Government Entities
A-39 (NOT USED)
A-4Q Amendment to Section B-$-b: Partial Estimates
A-41 9~ene- SNOT USED}
A-42 OSHA Rules & Regulations
A-43 Amended Indemnification B~ Hold Harmless X9198}
A-44 Change Orders ~4lZb199}
A-45 As-Built Dimensions and Drawings X7151 Q4}
A-4b SNOT USED}
A-47 SNOT USED}
A»48 Overhead Electrical Wires X715140}
A-49 Amended "Maintenance Guaranty" X8124140}
A-54 Plan Sheets
A-51 Bypass Pumping Operations
. SNOT USED}
A-53 Protection of Existing Facilities
A-54 Video Documentation
A-55 Trench Safety
A-5b Confined Space Entry Requirements
A-57 Pavement Restoration and Project Clean-up
A-5 S Rehabilitation of Existing Manhole
A-59 Method of Sanitary Sewer Line Rehabilitation
A-b4 Internal Combustion Engines for Generators
A-bl Re-routing of Traffic During Construction
A-bZ Qualifications of Manufacturer's Field Service Representatives
A-b3 Point Repairs and Extra Length of Point Repairs
A-b4 Errors and Omissions
A-b5 Lack of Information
A-bb Amended General Provisions B-2-7 Preparation of Proposal
A-b7 Measurement and Payment of Subsidiary Items of Wark
A-b8 PrequalificationRegmrements
A-b9 Reconnec#ian of Services
A-70 Restoration of Services
A-71 Restoration of Private Property
A-7Z DewateringlWellPomting
A-73 Access to Private Properly
A-74 Pipe Trench Bedding and Backlill
A-75 Manhole Corbel Removal
A-7b Finish Elevations of Manholes
A-77 Information on Plan and Profile Sheets
A-78 Existing Pipe Materials
A-79 Service Lateral Repairs
A-g0 OT USED}
A-81 Electronic Bid Submittal
A-82 Storage, ,Access and Security
A-83 Stormwater Pollution Prevention
A-84 Dust Control
A-85 Noise Control and'Working Hour Restrictions
A-8b Other Accessibility Requirements
A-87 Delivery Order Program
A-88 Bid Evaluation
ATTACI~VIENT I -TELEVISED INSPECTION REPORT DATA REQUIREMENTS
AND VIDEO RECORDING LABELING REQUIREMENTS
SECTION B - GENERAL PROVISIONS
SECTION C - FEDERAL WAGE RATE AND REQUIREMENTS
SECTION S - STANDARD SPECIFICATIONS
022020 Excavation & Backfill for Utilities & Sewers ~S-9}
022022 Trench Safety for Excavations
022100 Select Material ~5-15}
022420 Silt Fence ~5-97}
025205 Pavement Repair, Curb, Gutter, Sidewalk, Driveway Replacement ~S-54}
025215 Cement Stabilized Caliche Base ~5-47}
025404 Asphalts, Oils and Emulsions ~5-29}
025610 Concrete Curb and Gutter ~5-52}
025612 Concrete Sidewalks and Driveways ~5-54}
027203 Vacuum Testing of Sanitary Manholes and Structures
027205 Fiberglass Manholes
028300 Fences Relocation ~5-12}
032020 Reinforcing Steel ~S-42}
SECTION T - TECHNICAL SPECIFICATIONS
i T-000100 Submittal Transmittal Form
T-021020 Site Clearing and Stripping ~S-5}
T-021040 Site Grading 45-6}
T-021050 Removing Old Structures
T-022004 Control of Ground W titer Well Pointing}
~.
T-022150 Cement Stabilized Sand
T-025220 Flexible Base-Caliche ~5-24}
T-025412 Prime Coat ~S-30}
T-025424 Hot Mix Asphaltic Concrete Pavement Class A} ~5-34}
T-025612 Concrete, Sidewalks & Driveways
T-025614 Concrete Curb Ramps
T-025802 Temporary Traffic Controls During Construction
T-027602 Gravity Sanitary Sewers ~5-61}
T-027606 Sanitary Service Lines
T-027610 Televised Inspection of Conduits ~5-125}
T-027615 Sanitary Sewer Rehabilitation 1 Pipebursting ~5-75}
T-028040 Sodding ~S-$}
T-030020 Portland Cement Concrete X5-40}
_ T-03 5000 Concrete Structures
T-05 5420 Frames, Grates, Rings and Covers
LIST OF DRAWINGS (TOTAL 39 SHEETS)
NOTICE
AGREEMENT
PROPOSALIDISCLOSURE STATEMENT
PERFORMANCE BLIND
PAYMENT BOND
NDTICB TO SIDDBRS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
La a Madre I&I Saaita Sewer Manhole aad Gravit Collectioa Liae
Replacement/Rehabilitati~aa consists of wastewater Collection System improvements
.,~.
in the Laguna Madre Basin and Allison Basin Service Areas, Base Bid Part A and
Base Bid Part B respectively. The scope of work includes the rehabilitation and
replacement of manholes with improvements to adjacent gravity lines including
pipe bursting, replacement and point repairs to adjacent gravity lines ranging
from 8" to l8" in diameter The work also includes trench safety, well pointing,
bypass operations, traffic controls and appurtenances in accordance with the
plans, specifications and contract documents; and
will be received at the office of the City Secretary until 2:00 p. m,_ on
W~edaesda March Z5. Z009 and then publicly opened and read. Any bid received
after closing time will be returned unopened.
The contract also includes provisions for emergency and non emergency
conditions. This project is set up as an INDEFINITE DELIVERY INDEFINITE QUANTITY
~IDIQ} contract to be executed through multiple task orders delivery orders}
with multiple option years. The initial contract will be for one base year with
two possible one-year extensions.
A pre-bid meeting is scheduled for Wednesday Marchr~lS,~2,009 at 10:00 a.m. in the
Engineering Services Main Conference Room on the 3 f loor of City Hall, located
at 1241 Leopard Street, Corpus Christi, Texas. The pre-bid meeting will be
conducted by the City, and will include a discussion of coordination of the work
between the City and the Bidders.
A bid bond in the amount of 5% of the highest amount bid must accompany each
proposal. Failure to provide the bid bond will constitute a non-responsive
proposal which will not be considered. Failure to provide required performance
and payment bonds for contracts over $25,ODD.00 will result in forfeiture of 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 farms, specifications and contract documents may be procured from
the City Engineer upon a deposit of Fifty and ao/100__„Dollars ~$5~ 0.04} 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 t$10.D0~ 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 CORPvS CHRISTI, TExAS
/s/Pete Anaya
Director of Engr. Services
/s/ Armando Chapa
City Secretary
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:
TYEE OF INSURANCE MINIMUM INSURANCE COVERAGE
30-Day Notice of Cancellation required on Bodily Injury and Prop®rty Damage
all certificates PER OCC[TRRENCE I AGGREGATE
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
AUTOMOBILE LIABILITY--OWNED NQN-~QWNED $1,000,D0D 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 $1,00D,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION LIABILITY/ $2,000,000 COMBINED SINGLE LIMIT
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental 0 REQUIRED
discharge; to include long-tern X NOT REQUIRED
enva.ronmental impact for the disposal of
contaminants
BUILDERS' RISK See Section 8-6-11 and Supplemental
Insurance Requirements
D REQUIRED
X NOT REQUIRED
INSTALLATION FLOATER $140,000 Combined Single Limit
See Section B-6-11 and Supplemental
~~Insurance Requirements
~ REQUIRED
X NOT REQUIRED
Laguna Madre I&I Sanitary Sewer Manhole Notice to Contractors -~ A
and Gravity Collection Line Page 1 of Z
Replacement/Rehabilitation
NOTICE TO CONTRACTORS - B
WORKER'S COMPENSATION INSURANCE
REQUIREMENTS
Page 1 of l 1
Texas Administrative Code
TITLE 28 INSURANCE
PART 2 TEXAS DEPARTMENT OF INSURANCE, DIVISION OF
WORKERS' COMPENSATION
CHAPTER 110 REQUIRED ATOTICES OF COVERAGE
SUBCHAPTER B EMPLOYER NOTICES
RULE §110.110 Repvr~ing Requirements fvr Bullc~ing or Construction
Projects for Governmental Entities
~a} The fallowing 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 defned.
~ 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-S 1, TWCC-S2, TWCC-S3, or TWCC-S4}, 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 orconstruction--Has the meaning defined in the Texas Labor Code,
§406,096~e}~~}.
(3) Contractor--A person bidding for or awarded a building or construction project by a
governmental entity.
~4}Coverage--'L~orkers' compensation insurance meeting the statutory requirements of the
Texas Labor Code, §401.011 X44}.
~5} Coverage agreement--A written agreement on farm TWCC-81, form TWCC-S2, form
TVL~CC-S3, ar form TV~CC-$4, filed with the Texas Workers' Compensation Commission which
establishes a relationship between the parties for purposes of the Texas Workers' Compensation
Act, pursuant to the Texas Labor Code, Chapter 406, Subchapters F and G, as one of
employerlemployeeond establishes who ,will be responsible for providing workers'
compensation coverage for persons providing services on the project.
~6} Duration of the project--Includes the time from the beginning of work on the project until
the work on the project has been completed and accepted by the governmental entity.
~7}Persons providing services on the project ~"subcontractor" in §406.096 of the Act}--Vl~ith the
exception of persons excluded under subsections ~h} and ~i} of this section, includes all persons
or entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes but is not limited to independent
contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of
any such entity, or employees of any entity furnishing persons to perform services on the project.
Page 2 of 11
"Services" includes but is not limited to providing, hauling, or delivering equipment or materials,
or providing labor, transportation, or other service related to a project. "Services" does not
include activities unrelated to the project, such as foodlbeverage vendors, office supply
deliveries, and delivery of portable toilets.
($}Project--includes the provision of all services related to a building or construc#ion contract
far a governmental entity.
(b} Providing or causing to be provided a certificate of coverage pursuant to this rule is a
representation by the insured that ail 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 certif cafes of
coverage, or failing to provide or maintain required coverage, or failing to report any change that
materially affects the provision of coverage may sub ject the contactor 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 construction 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 f le for the duration of the project and far three years
thereafter;
(G} provide a copy of the certificates of coverage to the commission upon request and to any
person entitled to them by law; and
(?}use the language contained in the fallowing Pigure 1 for bid specifications and contracts,
without any additional wards or changes, except those required to accommodate the specif c
document in which they are contained or to impose stricter standards 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 f ling 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 certif sate of
coverage showing extension of coverage, if the coverage period spawn 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 f le certificates of coverage shaving 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 certif cafe of
coverage ends during the duration of the project;
~5}retain all required certif cafes of coverage on file for the duration of the project and for one
year thereafter;
~6} notify the governmental entity in writing by certified mail or personal delivery, within ten
days after the contractor knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project;
~7} post a notice on each project site informing all persons providing services on the project that
they are required to be covered, and stating how a person may verify current coverage and report
failure to provide coverage. This notice does not satisfy .other pasting requirements imposed by
the Act or other commission rules. This notice must be printed with a title in at least 30 paint
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
~$} contractually require each person with whom it contracts to provide services on a project to:
~A} provide coverage based on proper reporting of classif cation 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 certif cote of coverage to the contractor prior to that person beginning work on
the project;
~C} include in all contracts tv 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 shaving extension of coverage, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
~E} obtain tom 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
iii} prior to the end of the coverage period, a new certif cate 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 aver 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 contracts, to perform as required by
subparagraphs ~A}~~H} of this paragraph, with the certificate of coverage to be provided ta~the
person for whom they are providing services.
fie} A person providing services on a pro j ect, other than a contractor, shall:
~ ~ }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 f ling of any
coverage agreements;
~2} pravide a certif Cate 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 erson si in
P ~ g
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
classif cation 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-insurance B.egulation. Providing false or misleading information may subject the contractor
to administrative penalties, criminal penalties, civil penalties, or other civil actions."
~4} pravide the person for whom it is providing services on the project, prior to the end of the
coverage period shown on its current certificate of coverage, a new certificate showing extension
of coverage, if the coverage period shown on the certif sate of coverage ends during the duration
of the project;
~S}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 certif sate of coverage ends
during the duration of the project;
Page 5 of 11
~6}retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
~7} notify the governmental entity in writing by certified mail or personal delivery, of any
change that materially affects the provision of coverage of any person providing services on the
project and send the notice within ten days aver the person knew or should have known of the
change; and
~S}contractually require each other person with whom it contracts to:
~A} provide coverage based an proper reporting of classif cation 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;
~}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 certif cafe of coverage, prior to the other person beginning work on the project; and
iii} 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 certif cafe 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
year thereafter;
~C) 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
~} 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 are providing services.
~~} if any provision of this rule or its application to any person or circumstance is held invalid,
the invalidity does not affect other provisions or applications of this rule that can be given effect
without the invalid provision or application, and to this end the provisions of this rule are
declared to be severable.
~g}This rule is applicable for building or construction contracts advertised for bid by a
governmental entity on or after September 1,1994. This rule is also applicable for those building
or construction contracts entered into on or after September 1,1994, which are not required by
law to be advertised for bid.
Page b of 11
~h) The coverage requirement in this rule does not apply to motor caririers who are required
pursuant to Texas Civil Statutes, Article bb75c, to register with the Texas Department of
Transportation and who provide accidental insurance coverage pursuant to Texas Civil Statutes,
Article bb75c, §4~).
~i) The coverage requirement in this rule does not apply to sole proprietors, partners, and
corporate off cers who meet the requirements of the Act, §40b.497~c}, and who are explicitly
excluded from coverage in accordance with the A.ct, §40b.097~a~ has added by Douse Bill 10$9,
74th Legislature,1995, § 1.20). This subsection applies only to sole proprietors, partners, and
corporate executive officers who are excluded from coverage in an insurance policy or certificate
of authority to self-insure that is delivered, issued for delivery, or renewed on or aver January 1,
199b.
Source Note: The provisions of this § 110.110 adopted to be effective September 1,1994,19
TexReg 5715; amended to be effective November b, 1995, 20 TexReg Sb09
Page 7 of 11
T28S 110.11 U(d)(7)
"REQUIRED WORKERS' C4~PENS~4T.~~.~ C4VERACE"
"The law requires that each person wor~'ng on this site ar providing services related to this
construction project mast be covered by workers' compensation insurance. This includes persons
providing, hauling, or delivering equipment or materials, or providing labor ar transportation ar
other service related to the project, regardless of the identity of their employer or status as an
employee. "
"Carl the Texas YYorkers' Compensation Commission at 51 Z-44D-3789 to receive information on
the legal requirement for coverage, to verify whether your employer has provided the required
coverage, or to report an employer's failure to provide coverage. "
Page S of ~ ~
T28S 110.110(c)(7)
article .Workers' Compensation Insurance Coverage.
~4. Defanitions:
Certificate of coverage ("certi,~cate')- ~ copy of a certi icate of insurance, a certificate of
authority to self insure issued by the commission, or a coverage agreement (T~YCC-$~, ~CC~
S2, I'WCC-83, or ~'WCC-S4), 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 of the 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 X406, 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, teasing companies, motor carriers, owner operators, employees of
any such entity, ar employees of a~ entity which furnishes persons to provide services on the
project. "Services" include, without limitation, providing, hauling, ar delivering equipment or
materials, or providing labor, transportation, or other service related tv a project. "Services"
dues not include activities unrelated to the project, such as foodlbeverage vendors, office supply
deliveries, and delivery of portable toilets.
.B. The contractor shall provide coverage, based on proper reporting of ciassi ication codes and
payroll amounts and filr'ng 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 of coverage to the governmental entity prior to
being awarded the contract.
.D. If the coverage period shown on the contractor's current cert~cate of coverage ends durr'ng
the duration of the project, the contractor must, prior to the end of the coverage period, ale a
new certi icate 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:
(I) a cert~cate of coverage, prior to that person beginning work on the project, sa the
governmental entity will have on file certificates of coverage showing coverage for all persons
providing services on the project; and
(Z) no later than seven days after receipt by the contractor, a new cert~cate of coverage
showing extension of coverage, if the coverage period shown on the current cert~cate of
coverage ends during the duration of the project.
Page 9 of 1 ~
~'. The contractor shall retain all required cert~cates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shalt notify the governmental entity in writing by certi ied mart 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 N~"orkers' Compensation Commission, informing alt persons providing
services an the project that they are required to be covered, and stating haw a person may verify
coverage and report lack of coverage.
1: The contractor shall contractually require each person with whom it contracts to provide
services on a project, ta:
(1} provide coverage, based on proper reporting of classification codes and payroll amounts and
jlling of any coverage agreements, which meets the statutory requirements of Texas Labor Code,
Section 4D1. Dl l (44} for all of its employees providing services an the project, for the duration of
the project; .
(2} provide to the contractor, prior to that person beginning work an the project, a certi ~cate of
coverage showing that coverage is being provided far alt employees of the person providing
services an the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new cert~cate of coverage
showing extension of coverage, if the coverage period shown on the current cert~cate of
coverage ends during the duration of the project;
(4) obtain from each other person with 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} note the governmental entity in writing by certified mail or personal delivery, within to
days after the person knew or should have known, of arty change that materially affects the
provision of coverage of any person providrngservices on the project; and
(7} contractually require each person with whom it contracts, to perform as required by
paragraphs (1} ~ (7}, with the cert~cates of coverage to be provided to the person far whom they
are providing services.
J. ~y signing this contract or providing or causing to be provided a certificate o, f 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 wilt 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 a se f insured, with the commission's ~ivrsron of Self
Page l~ of 11
Insurance Regulation, Providing false or rnisdeading Information may subject the contractor to
administrative penalties, critnrnal penalties, civil penalties, or other civil actions.
K. T'he contractor's failure to comply with any o, f 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 ~ ~ of 11
SECTION A -SPECIAL PROVISIONS
LAGUNA MADRE ICI SANITARY SEWER MANHOLE
AND GRAVITY COLLECTION LINE REPLACEMENT/REHABILITATION
PROJECT N0. 7401
SECTION A - SPECIAL PROVISIONS
A-1 Time and Place of Receivin Pro osals/Pre-bid Meetin
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, 3.201 Leopard Street,
until 2:00 p.m._ on Wednesday, March 25, 2009. Proposals mailed should be
~_
addressed in the following manner:
City Secretary's Office
City of Corpus Christi
12D1 Leopard Street
Corpus Christi, Texas 784D1
ATTN: BID PROPOSAL -LACUNA MADRE I&I SANITARY SEWER MANHOLE AND
GRAVITY COLLECTION LINE REPLACEMENT/REHABILITATION
PROJECT No. 7401
An ro osals not h sicall in ossession of the Cit Secreta 's office at the
time and date of bid o enin will be deemed late and nonres onsive. Late
ro osals will be returned uno ened to the ro oser. The ro oser is solel
responsible far delivery to the Cit Secretary's Office. Delivery of any
~ro osal, b the ro oser, their a ent/re resentative, U.S. Mail, or other
delive service ~to~ an Cit address or office other than the Cit Secreta 's
Office will be deemed non-res onsive if not in ossession of the Cit Secreta 's
Office rior to the date and time of bid o enin .
A pre-bid meeting will be held on Wednesday, March 18, 2009 beginning at 1Q:OQ
a.m. 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 Definitions and Abbreviations
Section B-1 of the General Provisions will govern.
A-3 Descri tion of Pro'ect
La na Madre I&I Sanita Sewer Manhole and Gravit Collection Line
Re laeement/Rehabilitation consists of Wastewater Collection System improvements
in the Laguna Madre Basin and Allison Basin Service Areas, Base Bid Part A and
Base Bid Part B respectively. The scope of work includes the rehab and
replacement of manholes with improvements to adjacent gravity lines including
pipe bursting, replacement and point repairs to adjacent gravity lines ranging
from 8" to 1$" in diameter The work also includes trench safety, well pointing,
bypass operations, traffic controls and appurtenances in accordance with the
plans, specifications and contract documents. The contract also includes
provisions for emergency and non-emergency conditions. This project is set up as
an INDEFINITE DELIVERY INDEFINITE QUANTITY ~IDIQ) contract to be executed through
multiple task orders delivery orders with multiple option years. The initial
contract will be for one base year with two possible one-year extensions.
Page ~ of 44
A~-4 Method of Award
Bids will be evaluated based on~the following order of priority, subject to the
. availability of funds: .
. 1. Base Bid A, and Base Bid~B individually, or combined.
The City intends to award the contract to single ar multip~.e contractors within
the available project funding.
The City reserves the right to reject any or all bids, to waive irregularities
and to accept the bid which, in the City,'s opinion, is most advantageous.to the
City and in the best interest of the public. ~ ~ '
The contractor is provided hypothetical scenarios to establish the unit cost and
application. These scenarios will be the basis for each of the Base Bids and
will be used for EVALUATION PURPUSES ONLY. The actual contract award will be as
follows:
1. Base Bid ~ A, Laguna Madre basin ~~ service area, will be awarded for $750 ~ 000 .
Individual delivery orders with specific quantities, unit Cost, and
durations will be issued from this base award;
2. Base Sid B, Allison basin service area, will be awarded for $500,000..
Individual delivery~..orders with specific quantities, unit cost, ~ and
durations will~be issued from this base award.
The contractor proposed~unit~cost will be used to determine the actual delivery
order ~f final price .
The anticipated construction values shown above are based on current anticipated
budget allocations, the Contractor will have no~, basis for a claim against the
City if the. actual amounts are less than the anticipated amounts.
Upon approval of the City Engineer and~notice~to Council, this contract may be
renewable for .up to ~2y additional one--year calendar periods with economic
adjustments which take into account any change in construction costs.
A--5 Items Submitted with Pro oral
.~
The following items are required to be submitted with the proposal:
~.. 5a Bid~Bond Must reference LACUNA MADRE I&I SANITARY SEWER~MANHOLE
AND GRAVITY COLLECTION LINE REPLACEMENT/REHABILITATION PROJECT No.7401
as identified in the Proposal).
~A Cashier' s Check, certified check, money order or bank draft front any
State or Nat~.onal Bank will also be acceptable.y
2. Disclosure of Interests Statement
,..~A-6 Time ~of Corn letion/Li idated Rama es
To minimize inconvenience to the general public and to minimize their exposure to
dangerous conditions, the Contractor will be required to adhere to stringent
schedules for construction. Substantial completion for individual delivery
orders shall be based on satisfactory work, completed in accordance with the
plans, specifications, .and other contract documents and verified and approved in
writing by the City.
. Page 2 of 40
The working tune for completion of the Project. shall be as specified is each
Delivery Order to this contract and will typically be based oa a production rate
of approximately tea X14} calendar days per manhole to be replaced. seven 47}
calendar days per manhole to be rehabilitated. five ~5} caleadar days per 20
liaear feet ELF} of gravity collection lice pviat repairs and one ~1} caleadar
day per 24 liaear feet ELF} of gravity collection line pipe bursting.
The working time for non-emergency delivery orders will be counted from the date
the delivery order is approved. Within 24 hours after receipt of written notice
to proceed from the Director of Engineering Services or designee ~"City
Engineer"} the contract shall mobilize, place traffic controls and commence work.
See Special Provision A-87 for supplemental information and emergency order
guidelines.
The Contractor shall commence work within ten X10} calendar days of the notice to
proceed.
nays Allocation for Raia;
The Contractor shall anticipate the following number of work days lost due to
rain in determining the contract schedule and for each stage of the contract. A
rain day is defined as any day in which the amount of rain measured by the
National Weather Services at the Corpus Christi International Airport is 0.54
inch or greater. No extension of time will be considered until the expected
number of rain days has been exceeded and the Engineer has agreed that the status
of construction was such that there was an impact detrimental to the construction
schedule.
January 3 Days May 4 Days September 7 Days
February 3 Days ~ June 4 Days October 4 Days
March 2 Days July ~3 Days November 3 Days
April 3 Days August 4 Days December 3 Days
Each Delivery Order will include a specific a period of performance in Calendar
Days. For each calendar day that any work remains incomplete after the time
specified in each Delivery order for completion of the work, or after such time
period as extended pursuant to other provisions of this Contract, $500.00 er
calendar day will be assessed against the Contractor as ~.iquidated 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 from the monthly pay estimate the amount of estimated liquidated
damages due the City.
A-7 workers Compensation Insurance Coverage
If the Contractor's workers' compensation insurance coverage for its employees
working on the Project is terminated or canceled for any reason, and replacement
_ workers' compensation insurance coverage meeting the requirements of this
Contract is not in effect on the effective date of cancellation of the workers'
compensation insurance coverage to be replaced, then any Contractor employee not
covered by the required workers' compensation insurance coverage must not perform
any work on the Project.
- Furthermore, for each calendar day including and after the effective date of
termination or cancellation of the Contractor's workers' compensation insurance
coverage for its employees working on the Project until the date replacement
workers' compensation insurance coverage, meeting the requirements of this
Contract, is in effect for those Contractor employees, liquidated damages will be
Page 3 of 44
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 an 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~S Faxed Pro osals
Proposals faxed directly to the City will be considered non-responsive.
Proposals must contain original signatures and guaranty and be submitted in
accordance with Section B-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 Wa a Rates Revised 7/5/00
Labor preference and wage rates for Heavy and (Highway and Heavy}.Construction.
In case of conflict, contractor shall use the higher wage rate.
Minimum Prevailin Wa a Scales
The Corpus Christi City Council has determined the general prevailing minimum
hourly wage rates for Nueces County, Texas as set out in Part C. The Contractor
and any subcontractor must not pay less than the specified wage rates to all
laborers, workmen, and mechanics employed by them in .the execution of the
Contract. The Contractor or subcontractor shall forfeit sixty dollars 4$60,00}
per calendar day, or portion thereof, for each laborer, workman, or mechanic
employed, if such person is paid less than the specified rates for the
classification of work performed. The Contractor and each subcontractor must
keep an accurate retard showing the names and classifications of all laborers,
workmen, and mechanics employed by them in connection with the Project and
showing the actual wages paid to each worker.
The Contractor will make bi-weekly certified payroll submittals to the City
Engineer. The Contractor will also obtain copies of such certified payrolls from
all subcontractors and others working on the Project. These documents will also
be submitted to the City Engineer bi-weekly. See section for Minority/Minority
Business Enterprise Participation Policy for additional requirements concerning
the proper form and content of the payroll submittals.}
one and one-half X1.5} times the specified hourly wage must be paid for all hours
worked in excess of 40 hours in any one week and for all hours worked on Sundays
or holidays. See Section B-1-1, Definition of Terms, and Section B-7-G, Working
Hours . }
..
A-11 Coo eration with Public A eacies Revised 7/5/00}
The Contractor shall cooperate with all public and private agencies with
facilities operating within the limits of the Project. The Contractor shall
provide a forty-eight ~4$} hour notice to any applicable agency when work is
Page 4 of 40
anticipated to proceed in the vicinity of any facility by using the Dig TESS
1-500-344-8377, the Lone Star Notification Company at 1-.800-669-8344, and the
Verizon Dig Alert at 1-800-483-6279. In addition, the Contractor shall notify
City Traffic Engineering at X361}826-1610 or the City Call Center at {361}825-
CITY when working at or near any signalized intersections. For the Contractor's
convenience, the following.~telephone numbers are listed.
City Engineer
Project Engineer
Traffic Engineer
Police Department
Water Division
Wastewater Services Div.
Gas Division
Storm Water
Parks & Recreation
Street & Solid Waste Services
AEP
SSC/ATT
Verizon Dig ALERT
City Street Div. for Traffic
Signal/Fiber Optic Locate
Cablevision
Regional Transportation
Authority {RTA}
826-3540
Goldston Engineering, a CH2M Hill Company
210 S. Carancahua, Suite 200
Corpus Christi, Tx 78401
Phone: 888-8100
Fax: 888-8600
826-3540
882-1911
826-1880 {880-3140 after haurs}
826-1818 {SSO-3140 after hours}
885-6900 {885-6900 after hours}
826-1881 {880-3140 after hours)
826-3461
826-1970
299-4833 {693-9444 after hours}
881-2511 {1-800-824-4424 after hours}
1-800-483-6279
826-1946 s25-1960
857-5000 {857-5060 after hours}
2$9-2712
A-12 Maintenance of Services
The Contractor shall take all precautions in protecting existing utilities, both
above and below ground.
_ r r ~
i.~ti•+1+1/ • iivrrv r v+» , vr~v •rww.r.rwr...~l ~.~~~ ~ ~ ---L - - - _ -- - -- -- _ -~
3.~~.~-~~ ~ ~~ ~n~-~a~~°a . - 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 lice of this work, it is his responsibility
to maintain the services in continuous operation at his own expense.
In the event of damage to underground utilities, whether shown in the drawings,
the Contractor shall make the necessary repairs to place the utilities back in
service to construct the.work as intended at na increase in the Contract price.
All such repairs must conform to the requirements of the company or agency that
owns the utilities.
Where existing sewers are encountered and 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 remed~iatian that may result if sewage
or ether 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
Page 5 of 40
Contract price. Materials for repairs, adjustments or relocations of sewer
service lines must be provided by the Contractor.
A~13 Area Access aad 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. All weather
access must be provided to all residents and businesses at all times during
construction. The Contractor must provide temporary driveways and/or roads of
~~~~-~-*^a ~~~°~~ ~~cold asphalt mix of 2 inches thick for residential access and 4
inches thick for commercial access during wet weather. The Contractor must
maintain a stockpile available to meet the demands of
inclement weather.
The Contractor will be required to schedule his operations so as to cause minimum
adverse impact on the accessibility of adjoining properties. This may include,
but is not limited to, working driveways in half widths, Construction of
temporary ramps, etc. Special atteatioa is drawn to Traffic Control Plans and
special details for resideaces and businesses.
The Contractor shall comply with the City of Corpus Christi's Uniform Barricading
Standards and Practices as adopted by the City. Copies of this document are
available through the City's Traffic Engineering Department. The Contractor
shall secure the necessary permit from the City's Traffic Engineering Department.
.
' All costs far traffic control plans, i.e.
.
preparation of plans, approval and permit from the City, and implementation of
the plan on each site for the duration required will be included in the per day
items as listed in the Proposal Form. If the site needs any adjustment in the
traffic control sign location, which may be required for safety of traffic and
pedestrians, no additional payment for the implementation and enforcement shall
be made to the Contractor.
A-l4 Constructiori E i meat S illa a and Trackin
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 workday or more
frequently, if necessary, to prevent material from washing into the storm sewer
system. No visible material that could be washed into storm sewer is allowed to
remain on the Project site or adjoining streets.
A-15 Excavation aad kemovals
The excavated areas behind curbs and adjacent to sidewalks and driveways must be
filled with "clean" dirt. "Clean" dirt is defined as dirt that is capable of
providing a good growth of grass when applied with seed/sod and fertilizer. The
dirt must be free of debris, caliche, asphalt, concrete and any other material
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, structures,
sidewalks, etc., are to be considered subsidiary to the bid item for "fir-eel
~Rr^.~Yr.~~ ~,~' , "Point Repairs" , "Replacement of Manholes" and "Rehabilitation of
Manholes"; therefore, no direct payment will be made to Contractor.
Page ~ of 40
~ A-16 Dis veal/Salvo a 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 tsee Special Provision A-5.7.x. The cost of all hauling
and disposal is considered subsidiary; therefore,• no direct payment will be made
to Contractor.
~., A-17 Field Office SNOT USED
A-18 Schedule and Se ante of Constructioa
The Contractor shall submit to the City Engineer a work plan based only on
calendar 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.
It is anticipated that, in general, the project will proceed in this order:
a. Rehabilitation by pipe bursting or point repairs of the existing
gravity collection line;
b. Replacement/Rehabilitation of the existing manholes;
c. Televising of the existing line after rehabilitation;
d. Project site clean-up and restoration, including backf filling of
excavated pits, and pavement repairs/replacements.
The Contractor may elect to divide the proposed sanitary sewer line
rehabilitation into sections of reasonable length and complete said sections
__ individually. If so, the lengths, locations, and proposed sequence of these
sections shall be included in the work plan submitted to the engineer, as
described above, for review and approval.
The Contractor shall specifically note the requirements of General Provision
B-G-17, Use of a Section or Portion of the work, as related to pursuing the
work, in the manner described above. ..
3. Submittal Dates: Indicate submittal dates required for all submittals for
the entire project.
Page 7 of 44
4. Re--Submission: Revise and resubmit as required by the City Engineer.
5. Monthly_Update: Submit Updated Construction Progress Schedule to show
actual progress of each stage by percentage against initial Schedule.
It is the meaning and intent of this Contract that the Contractor shall be
allowed to prosecute his work at such times and seasons in such order or
precedence and in such manner as shall be the mast conducive to economy of
construction, subject to the following conditions:
A. The schedule of construction shall be structured to meet all requirements
of Section A-6 'Time of Gompletioa/Liquidated Damages" and as noted above.
S. The schedule of construction shall not conflict with any provision of the
Contract Documents, and also that when the City is having other work done,
either by contract or by City forces, the City Engineer may direct the time
and manner of constructing the work done under this Contract so that
conflicts will be avoided and the construction of various works being done
for the City will be harmonized.
C. Traffic control is essential to maintaining public safety and flow of
traffic. The Contractor shall be aware of other construction projects
occurring in the area and shall coordinate scheduling, traffic control,
maintenance of services and street access with other contractors.
D. Contractor shall coordinate and cooperate with the City far construction
scheduling and traffic control modifications for special events that will
occur during the period of the Contract.
E. The Contractor shall provide temporary access to residential driveways
whenever safely possible. Access to any residential driveway must not be
blocked for more than 5 Calendar Days the Engineer must be notified 5
Calendar Days in advance of any driveway closure.
F. The Contractor must provide solid waste pickup services whenever access by
the normal service is blocked by construction activities the Engineer must
be notified 5 Calendar Days in advance of any solid waste .pickup service
disruption. See Section A-58 fox additional information.
G. Any work which creates a noise level above the ambient sound levels shall
not commence before 7:30 a.m. or continue after. 6:30 p.m. without prior
approval from the Engineer.
A-19 Construction Stakia
The drawings may depict but not necessary include: lines, slopes, grades,
sections, measur-events, bench marks,~baselines, etc. that are normally required
to construct a project of this nature.
.
r
.
The Contractor shall furnish all lines, slopes and measurements necessary for
control of the work.
. .
. ,
.
. .
.
If, far 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 ar
Consultant Project Engineer prior to deviation. If, in the opinion of the City or
Page S of 40
Consultant Project Engineer, the required deviation would necessitate a revision
to the drawings, the Contractor shall provide supporting measurements as required
for the City or Consultant Project Engineer to revise the drawings.
The Contractor shall tie in or reference all valves and manholes, both existing
and proposed, for the purpose of adjusting valves and manholes at the completion
of the paving process . Also, the City or Consultant Project Engineer may require
that the Contractor furnish a maximum of two (2} personnel for the purpose of
assisting the measuring of the completed work.
The Contractor shall provide the following certification for documentation and
verification of compliance with the Contract Documents, plans and specifications.
Said compliance certification shall be provided and prepared by a Third Party
independent Registered Professional Land Survey ~R.P.L.S.} licensed in the state
of Texas retained and paid by the Contractor. 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:
Wastewater:
All rim invert elevations at manholes;
All intersecting lines in manholes;
Casing elevations stop of pipe and flow line)~TXDOT and RR permits}.
See Special Provision A-45 for additional requirements.
A-20 Testis and Certification
All tests required under this item must be performed 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 re-testing
will be borne by the Contractor and deducted from the payment to the Contractor.
The Contractor must provide all applicable certifications to the City Engineer.
A-21 Pry~ect Signs SNOT nSED}
,.
1 ~ ~ ,
.
.
s
A-22 Minoru /Miaorit Business $nte rise Partici atioa Polio Revised 10/98}
1. Polio ' '
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
Page 9 of 40
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. Minorit Business Enter rise: A business enterprise that is owned and
controlled by one or more minority persons}. 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 persons} must collectively own,
operate and/vr 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 awned by a minority person.
fib} 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 persons}.
~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 persons}.
2. Controlled
The primary power, direct or indirect, to manage a business
enterprise rests with a minority persons}.
3. Share in Payments
Minority partners, proprietor or stockholders, of the enterprise,
as the case may be, must be entitled to receive 51.0% ar more of
the total profits, bonuses, dividends, interest payments,
commissions, consulting fees, rents, procurement, and subcontract __
payments, and any other monetary distribution paid by the business
enterprise.
d. Minorit See definition under Minority Business Enterprise.
e. Female Owned Business Enterprise: A sole proprietorship that is owned
and controlled by a woman, a partnership at least 51.0 of whose
assets or partnership interests are owned by one or. mare women, or a
corporation at least 51.0% of whose assets or interests in the
corporate shares are owned by one or more women.
Page ~ o of 4U
f. Joint Venture: A joint venture means an association of two or more
persons, partnerships, corporations, or any combination thereof,
founded to carry on a single business activity which is limited in
scope and direction. The degree to which a joint venture may satisfy
the stated MBE Baal cannot exceed the proportionate interest of the
MBE as a member of the joint venture in the work to be performed by
the joint venture. For example, a joint venture which is to perform
54.4°s of the contract work itself and in which a minority joint
venture partner has a 50.4% interest, shall be deemed equivalent to
having minority participation in 25.D°s of the work. Minority members
of the jaint venture must have either f financial, managerial, or
technical skills in the work to be performed by the jaint venture.
3.
4.
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 Business $aterprise
(Perceat~ Participatioa ~Perceat~
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.
Com Hance
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.
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 utili2ed an 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-
weekl a rolls in a timely fashion or to submit overall participation
YpY
information as required.
A-23 Tas action Re fired Revised 7/5/40y~NOT VSED~
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Page 1 ~ of 40
A-Z4 Surety Boads
Paragraph two ~2} of Section 8-3-4 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
Texas. If performance and payment bonds are in an amount in excess of
ten percent ~10~} of the Surety Company's capital and surplus, the.
Surety Company shall provide certification satisfactory to the City
Attorney that the Surety Company has re-insured the portion of the
bond amount that exceeds ten percent t10~} of the Surety Company's
capital and surplus with re-insurers} authorized to do business in
the State of Texas. The amount of the bond re-insured by any re-
insurer may not exceed ten percent ~10~} of the re-insurer'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 re-insurer 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 re-
insurer that is Certified by the United States .Secretary of the
Treasury and that meets all the above requirements. The insurer or
re-insurer must be listed in the Federal Register as holding
certificates of authority on the date the bond was issued."
A-~5 Sales Tax Exemptio~x 6/11/98} SNOT USED
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A-26 Su lemental Insurance Re irements
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:
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 than a to:
1. Name: City of Corpus Christi
Engineering Services Department
Attn: Contract Administrator
2. Address:P.4. Box 9277
Corpus Christi, Texas 78469-9277
3. 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 X30} calendar days after
the date the City Engineer requests that the Contractor sign the Contract
documents.
Within thirty X30} 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.
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 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, far 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,
which may arise or which may be alleged to have arisen out of or in
connection with the work covered by this Contract. The foregoing
indemnity shall .apply 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 Res oasibilit for Dama a Claims ~N4T USED}
Page 13 of 40
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A-Z8 Coasideratioas for Coatract Award aad Execut_ioa
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 42~ 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 f financial
statement, prepared no later than ninety ~9a~ days prior to the City Engineer's
request, signed and dated by the bidder's owner, president or other authorized
party, specifying all current assets and liabilities.
A-29 Contractor's Field Admiaistratioa Staff
The Contractor shall employ for this Project, as its field administration staff,
superintendents and foremen who are careful, 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~ ears experience in the day-
to-day f field management and oversight of projects of a similar size and
complexity to this Project. This experience must include, but is not
limited to, scheduling of manpower and materials, structural steel erection,
masonry, safety, coordination of subcontractors, and familiarity with the
architectural submittal process, federal and state wage rate requirements,
and contract close-out procedures.
2. The foreman must have at least five ~5~ ears experience in oversight and
management of the work of various subcontractors and crafts. If the scope
of the Project is such that a foreman is not required, the Contractor's
superintendent shall assume the responsibilities of a foreman.
Documentation concerning these matters 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 or foreman assuming responsibilities on the Project.
Page ~4 of 40
Such writtea approval of field administration staff is a prerequisite to the City
$agineer's obligatioa to execute a coatract 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" Re iremeats
Under "General Provisions and Requirements for Municipal Construction Contracts'
Section B-3-1 Consideration of Contract add the following text:
Within five ~5} working days following the public opening and reading of the
proposals, the three ~3} apparent lowest bidders abased on the Pricing Assessment
Bid} must submit to the City Engineer the following information:
1. A list of the major components of the work;
2. A list of the products to be incorporated into the Project;
3. The names and addresses of MBE firms that will participate in the Contract,
along with a description of the work and dollar amount for each firm; and
substantiation, either through appropriate certifications by federal
agencies or signed affidavits from the MBE firms, that such MBE firms meet
the guidelines contained herein. Similar substantiation will be required if
the Contractor is an MBE. If the responses do not clearly show that MBE
participation will meet the requirements above, the bidder must clearly
demonstrate, to the satisfaction of the City Engineer., that a good faith
effort has, in fact, been made to meet said requirements but that meeting
such requirements is not reasonably possible.
4. A list of subcontractors that will be working on the Project. This list may
contain more than one subcontractor for major components of the work if the
Contractor has not completed his evaluation of which subcontractor will
perform the work.
The City Engineer retains the right to approve all subcontractors that will
perform work on the Project. The Contractor shall obtain written approval
by the City Engineer of all of its subcontractors prior to beginning work on
the Project. If the City Engineer does not approve all proposed
subcontractors, it may rescind the Contract award.
In the event that a subcontractor previously listed and approved is sought
to be substituted for or replaced during the term of the Contract, 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.
5. Documentation required pursuant to the Special Provisions A-28 and A-29
concerning Considerations far Contract Award and Execution and the
.. Contractor's Field Administration Staff.
6. Documentation as required by Special Provision A-35-K, if applicable.
Page ~ 5 of 40
7. Within five ~5} days following
iAformation identifying type of
state} Corporation or Partnerships
authorized to execute contracts on
bid openiaag, submit is letter form,
entity and state, i.e.- Texas for other
and name ~s} and Title ~s} of individual ~s}
behalf of said entity.
A-31 Amended Policy oa Sxtra Work and Change Orders
Under "General Provisions and Requirements for Municipal Construction Contracts"
B-8-5 Polic on Extra Work and Chan a orders the present text is deleted and
replaced with the following:
Contractor acknowledges that the City has no obligation to pay for any extra
work for which, a change order has not been signed by the Director of
Engineering Services or his designee. The Contractor also acknowledges that
the City Engineer may authorize change orders, which do not exceed
$25,040.00. The Contractor acknawledges that any change orders in an amount
in excess of $25,400.00 must also be approved by the City Council.
A-32 Amended ~Sxecution of Contract" Re irements
Under "General Provisions and Requirements for Municipal Construction Contracts"
B-3-5 Execution of Contract add the following:
The award of the Contract may be rescinded at any time prior to the date the
City Engineer delivers a contract to the Contractor, which bears the
signatures of the City Manager, City Secretary, and City Attorney, or their
authorized designees. Contractor has no cause of action of any kind,
including for breach of contract, against the City, nor is the City
obligated to perform under the Contract, until the date the City Engineer
delivers the signed Contracts to the Contractor.
A-33 Conditions of Work
Each bidder must familiarize himself fully with the conditions relating to the
completion of the Project. Failure to do so will not excuse a bidder of his
obligation to carry out the provisions of this Contract. Contractor is reminded
to attend the Pre-Bid Meeting referred to is Special Provision A-1.
A-34 Precedence of Contract Documents
In case of conflict in the Contract documents, first precedence will be given to
addenda issued during the bidding phase of the Project, second precedence will be
given to the Special Provisions, third precedence will be given to the
construction plans,. fourth precedence will be given to the Standard
Specifications and the General Provisions will be given last precedence. In the
event of a conflict between any of the Standard Specifications with any other
referenced specifications, such as the Texas Department of Public Transportation
Standard Specifications for Highways, Streets and Bridges, ASTM specifications,
etc., the precedence will be given to addenda, Special Provisions and
Supplemental Special Provisions cif applicable}, construction plans, referenced
specifications, Standard Specifications, and General Provisions, in that order.
A~35 Cit Water Facilities: S ecial Requirements (NOT QSBD}
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A-3G Other Submittals Revised 9/18/00}
1. 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 of each
submittal to the Engineer or his designated representative. The
Engineer will retain five ~5} copies.
b. Reproducibles: In addition to the required copies, the Contractor
shall also submit one ~1} reproducible transparency for all shop
drawings larger than 11" x 17" in size.
c. Submittal Transmittal Farms: Contractor shall use the Submittal
Transmittal Form attached at the end of this section; and sequentially
number each transmittal form. Re-submittals must have the original
submittal number with an alphabetic suffix. Contractor must identify
the Contractor, the Subcontractor or supplier; pertinent Drawing sheet
and detail numbers}, 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, deliver to the AE Consultant 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 ar system limitations, which may be
detrimental tv successful performance of the completed work.
h. Space Requirements: Contractor must provide adequate space for
Contractor and Engineer review stamps on all submittal forms.
i. Re-submittals: Contractor must revise and resubmit submittals as
required by AE Consultant and clearly identify all changes made since
previous submittal.
j. Distribution: Contractor must distribute copa,es of reviewed submittals
to subcontractors and suppliers and instruct subcontractors and
suppliers to promptly report, thru Contractor, any .inability to comply
with provisions.
Page 19 of 40
2. Sam les: NOT USED
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3. Test and Repair Report: SNOT USED}
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4. Wastewater By-Pass Plan:
The contractor must submit a wastewater sewage by-pass plan to the Engineer.
The Engineer and the City Wastewater Department must approve a by-pass plan
before starting a by-pass operation. See Special Provision A-51 for
additional information.
5. wastewater By-Pass Traffic Control Plan:
The contractor must submit a wastewater sewage by-pass traffic control plan
to the Engineer. The Engineer, the City Wastewater Department and the City
Traffic Engineer must approve a by-pass traffic control plan before starting
a by-pass operation,
6. Rehabilitation of Manholes
a. If rehabilitating the manholes with fiberglass, submit fiberglass
manhole submittal per specif icatian n27205.
b. Submit manufacturer's recommended installation instruction.
c. Submit material conformance certification with specifications.
d. Submit technical information on stainless steel Inflow Inhibitor,
Inserta Tee, Caulking and sealing compounds.
7. other Submittals
a. Submit proposed Traffic Control Plan, if different from that shown on
the drawings. See Special Provision A-13}
b. Subma.t plans on rerouting existing flows and disposal of sludge.
c. Submit plan of action for emergency repairs, including phone numbers,
contact person, subcontractor's firm, equipments, etc.
A-37 Ameaded "Arran ement and Cbar a for dater Furnished b tlae Cit '~
Under "General Provisions and Requirements for Municipal Construction Contracts",
B-6-15 Arrangement and Charge for water Furnished bythe City, add the following.
"The ~ Contractor must comply with the City of Corpus Christi's Water
Conservation and Drought Contingency Plan as amended the "Plan"}. This
includes implementing water conservation measures established for changing
conditions. The City Engineer will provide a copy of the Plan to Contractor
at the pre-construction meeting. The Contractor will keep a copy of the
Plan on the Project site throughout construction."
Page ~U of 40
A-38 Worker's Com easation Covers a for Buildia or Construction Pro'ects for
Government Batities
The requirements of "Notice to Contractors 'B "' are incorporated by reference in
this Special Provision.
A-39 Certificate of 4ccu sac sad Final Acce taace ~N4T USED
A-40 Amendment to Section 8-8-6: Partial Estimates
General Provisions and Requirements for Municipal Construction Contracts Section
B-S-6: Partial Estimates is amended to provide that approximate estimates f rom
which partial payments will be calculated will not include the net invoice value
of acceptable, non-perishable materials delivered to the Project work site 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 work site.
A-41 Czoae Advisa SNOT QSBD}
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A-4~ 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 Indemnification & 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, material man, or their officials, employees, agents, consultants,
any work done under the contract or in connection therewith by the
contractor, or any subcontractor, supplier, material man, 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 causes injury
to an employee of the contractor, or any subcontractor, supplier or material_
man.
Page 2~ of 4a
A-44 Change Orders X4/26/99}
Should a change orders} 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 the Contractor as a basis for the price of the change order.
A-45 As-Built Dimensions and Drawin s 17/5/00}
~a} The Contractor shall employ the services of a Texas Registered Public Land
Surveyor ~RPLS~ throughout the construction period to survey the as-
built horizontal and vertical locations of all new storm drains and
utility lines, pipe and culvert bends, drainage and utility manholes,
drainage inlets, valves, etc. installed during the construction
period. At the completion of construction but prior to final payment
the Contractor shall provide the Engineer with RPLS sealed drawings
and an electronic survey point file of the as~built construction. The
horizontal and vertical datum used for the survey shall be the same as
the Project datum. The horizontal and vertical locations of all below
grade construction must be surveyed and recorded prior to trench
backfill. Payment for this work shall be considered subsidiary to
other bid items.
tb} Contractor shall make appropriate daily measurements of facilities
constructed and keep accurate records of location horizontal and
vertical} of all facilities.
~c} Upon completion of construction, the Contractor shall furnish the City
with one set of project drawings and specifications, marked with red
pen or pencil, showing all deviations from the original plans,
including any substitution for the materials originally specified. Any
deviations from the original plans or substitutions fox the materials
specified require prior approval from the Engineer.
A-46 Disposal of Highly Chlorinated Water X7/5/00} SNOT USED}.
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A-47 Pre-Construction lorato Excavations 17/5/00} SNOT USEDy
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A-48 overhead $lectrical Tires ~7/5/00~
Contractor shall comply with all OSHA safety requirements with regard to
proximity of construction equ~.pment 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 and inform AEP 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 Guarant " (8/24/003
Under "General Provisions and Requirements for Municipal Construction Contracts",
5~8-11 Maintenance Guarani add the following:
"The Contractor's guarantee is a separate, additional remedy available tv
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 Plaa Sheets
The drawings for the future Delivery orders of this ID/IQ contract are
based on field investigation by the Engineer and information in the form of
record drawings supplied by the City. Since a sanitary sewer rehabilitation
ro~ect does not normally require extensive topographic survey data, none will be
P
conducted. All ground profiles shown on the drawings are based on record
drawings. The depths of manholes as shown on the drawings, are based on either
field investigation or record drawings. In some cases, the manholes proposed for
rehabilitation are/were full of water and the depths shown were not verified.
It shall be the Contractor's responsibility to verify all depths, prior to
manhole rehabilitation, to insure the proper length of the proposed liners.
Page 23 of 4a
A-51 H ass Pum is eratioas
The Contractor shall be responsible for maintaining sewage f lows at all times
within the existing sanitary sewer system and shall not restrict access to
residences or businesses. It shall be the Contractor's responsibility to
coordinate with the City Wastewater Division regarding any modifications to the
existing system flow patterns, such as rerouting flows, or operation of any
permanent or temporary lift station~s~. This shall be applicable even in case of
cave-ins. Any such system modifications will be subject to approval by the
Engineer and the City Wastewater Division and shall not interfere with the proper
operation and function of the businesses. The Contractor shall be responsible
for coordinating the review of any system modifications sufficiently in advance
of proposed construction operations so a~ to avoid any delays in same. Sewage or
other liquid shall not be pumped, bailed or flumed over the street or ground
surface. No sewage or other liquids shall be handled by allowing flexible or
rigid bypass pipeline through the stormwater lines. To bypass the flow, the
connections to the existing facilities shall be made over the surface by means of
flexible and/or rigid pipes, The pipe used far bypassing this flow shall be
strong enough to resist the traffic load, if any, and the size of the pipe shall
be capable of handling the incoming discharge but small enough to not create
hindrance to the traffic flow or create any blockage or accident.
The Contractor shall be responsible for providing access to the private
properties and streets and maintain a smooth flow during the entire construction
phase of this project .
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responsibility to design and submit for city approval and bypass pumping system
plan, prior to its installation.
The bypass pumping system shall be capable of handling the flow conditions at all
times. The contractor shall neither anticipate nor expect assistance or advice
from the City of Corpus Christi Wastewater Department staff/personnel, and shall
be wholly respansible for the operation and maintenance of all bypass pumping
systems and wastewater flow control systems.
At a minimum, the bypass pumping system plan shall include:
1. Size, type, and rating of pumps.
2. Size and type of inlet and discharge piping
3. Approximate location schematic) of bypass line routings
4. General arrangement/type of additional support equipment
5. Traffic Control Plan to accommodate bypass system.
The preparation of bypass pumping plans, construction of temporary gravity flow
lines, force main lines, pumping equipment, plugs, flow diversion structures,
etc., required to maintain and control system flows shall not be measured for
payment, but will be considered subsidiary to the Bypass Pumping Bid Item.
Payment for bypass pumping operations will be made as listed in the proposal
under "Control of Wastewater Flows".
A-52 Dis veal of Materials Resultia from Cleaniaa of $xistia Liae SNOT D'SED~
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Page 24 of 40
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A-53 Protectioa of Sxistia Facilities
Due to the suspected fragile condition of the existing pipe and appurtenances,
the Contractor is expected to exercise extreme care in all construction
operations, including the installation and removal of all sheathing, shoring, and
bracing .for any required access pits. .Construction equipment and techniques
employed by the Contractor shall be such as to minimize the possibility of any
further damage to the existing facilities damaged by construction operations.
Such repairs shall meet the requirements set by the Engineer and the City
wastewater Division.
The Contractor shall have all materials and equipment ready for the immediate
repair of the sanitary sewer line in the event that a section~s~ of the sanitary
sewer line collapses during the course of the project. The Contractor shall
prepare and submit a plan of action for emergency repair of the sanitary sewer
system to the engineer for approval prior to installation of construction
operations. The plan should contain information on repair procedures location
and type of equipment to be used, and time required for equipment mobilization.
Page 25 of 40
A-54 Video Documentation
f
As part of the project requirements, the Contractor shall perform televised
inspections of the entire length of lines for evaluation after rehabilitation
work/construction contract is complete. All inspections shall be recorded in
. ~.
color, adequately lighted, on Digital Video Disk ~DVD}. The specific findings
and observations made during the video recording shall be documented on the DVD
by audio narration tied to the continuous footage documentation portrayed on the
screen. Specific requirements for the on-screen labeling during each line
segment inspection set-up, video f ile labeling, and hard-copy Inspection Report
format are addressed in Attachment I.
The original and one copy of each inspection video shall be forwarded to the
Engineer for his and the City Wastewater Department concurrent review for
approval, as each ins ection video is com leted. If the quality of the DVD's
does not meet with the Engineer's/City's approval, the Contractor shall repeat
the video documenting process, at no increase in contract price, until the video
is acceptable. Approved DVD's will not be returned to the Contractor.
The Contractor shall also make and retain one direct copy of the original DVD
recording of the results of the inspection. At the time of contract final
inspection, the Contractor is to furnish the City i~astewater Department the post-
rehabilitation DVD's in an organized manner, properly labeled, and in a suitable
three ring binder, the cost of which is included in the applicable bid item in
the proposal. The work and materials will be considered subsidiary to other
items in the proposal.
No separate payments will be made for the televising unless specifically listed
in the bid proposal.
A-55 Trench Safet
If the Contractor's proposed construction methods require the excavation of any
access pits, trenches, or other below ground operations, such work shall be in
compliance with all federal, state and local requirements for trench excavation
and .safety. All costs associated with meeting these requirements shall be
included in the amount bid far the item "Trench Safety" as shown in the proposal
forms .
A-56 Confined Space $ntry Requirements
r. uw~...r~-
Contractor will be required to comply with all OSHA regulations and guidelines as
pertaining to identification and classification of confined spaces, and
associated requirements for entry into these areas including compliance with OSHA
Regulation Standard ~9 CFR} Permit Required Confined Spaces 1910.146. All
personnel entering confined spaces shall be properly trained and certified. At
any time, upon demand, the Contractor shall supply the Engineer with this
certification information of any/all personnel who are doing confined space entry
work.
A-57 Pavement Restoration and Pro'ect Clean D
It is the intent of the plans and specifications that any and all areas within
the limits of the proposed project that are affected in any way by construction
operations be restored to the same, or better condition than that existing prior
to construction. Where asphaltic pavements are excavated or damaged, for Point
Repairs, or Rehabilitation of Manholes, the replacement pavement shall as a
minimum conform to the pavement restoration detail shown on the plans prefer to
"Trench Backfill and Pavement Repair for Wastewater Lines" Detail for all
pavement restoration}. If the excavated or damaged pavement section exceeds
Page 26 of 4~
these requirements, they shall be replaced with the same types and thicknesses of
materials as the existing pavement. The Contractor is further advised that some
avements in the Flour Bluff portion of the City may have been constructed using
p
a sand/cement base material, using the native sand, with an asphalt or multiple
surface course treatments for the wearing, surface. The reconstruction of these
avements shall be "in kind" with regard to the type and thickness of m~terials.
P
For estimating and reconstruction purposes, any street where sand/cement base
exists, the same thickness will be required using native sand with twelve percent
~12~} cement by weight. Where concrete pavements, sidewalks, curbs, etc., are
excavated or damaged, the replacement shall as a minimum conform with the City
standard details and standard specifications which are included as part of this
Contract. If the excavated or damaged concrete section exceeds these
requirements, they shall be replaced with the same thickness of concrete and
amount of reinforcing steel as the existing structure4s}. Restoration of all
improvements as described above shall be made within 5 working days of the
completion of the manhole replacement, rehabilitation or gravity collection line
replacement; and shall be in accordance with applicable City Standard
Specifications, as determined by the Engineer. All lawns or other grassed areas,
concrete or asphalt driveway, vegetation area disturbed by construction
operations for the items mentioned above shall be restored to its original
condition unless directed otherwise by the Engineer.
The Contractor may be required to perform "clean ups" of the entire project or
sections of the project during the course of construction, as directed by the
Engineer. Upon completion of construction, the Contractor shall perform a final
clean up of the entire project, again as directed by the Engineer. All project
clean up shall be considered subsidiary to the various bid items.
All costs associated with pavement restoration shall be included in the amount
bid for the item "Cut & Restore Pavement" as shown in the proposal forms.
A~-58 Rehabilitation of Bxistin Manhole
Rehabilitation of Existing Manholes shall be performed using Fiberglass Manhole
inserts in compliance with Standard Specifications Section 027205-"~-~-
Rehabilitation of existing manholes with a Fiberglass manhole insert includes,
but is not limited to, excavation and removal of the manhole ring and cover hand
concrete protective ring}, existing manhole corbel, the entire chimney where the
dimensions are smaller than 48" diameter, dewatering cif necessary}, pressure
washing manhole walls, preparation of invert for liner, placing of fiberglass
insert, re-grouting invert, grout~.ng annular space between the insert and manhole
walls, furnishing and installing a new manhole ring and cover, adjusting ring and
cover to grade, placing new concrete protective ring, providing a new stainless
steel inflow inhibitor, pavement restoration as mentioned in Special Provision A-
57 if manhole is in paved area, and surface restoration including seeding or
sodding as mentioned in Standard Specifications if manhole is located outside
paved area. See Special Provision A-75 for additional information.
'The existing manholes to be rehabilitated are brick and mortar similar to Type
"A" City Standard Manholes.
The Contractor shall be required to .verify the existing manhole dimensions and
existing manhole conditions prior to construction,
h
The Contractor is required to schedule this work during times of minimal flow and
must reroute all existing flows to allow for proper installation of the proposed
rehabilitation method.
Page 27 of 40
It is the intent of this project that all manholes be rehabilitated using
Fiberglass Reinforced Plastic ~FRP} liner.
A-59 Method of Saaita Sewer Line Rehabilitation
It is the intent of the plans and specifications to utilize the pipe.:~bursting
method, particular to the Delivery Order in which it is specified, to
rehabilitate the existing sanitary sewer lines.
A-60 Internal Combustion $a ineg for Generators
Unless otherwise approved by the Engineer, the use of internal combustion engines
to power electrical generators and/or pumps for flow control or other operations
shall be prohibited between the hours of 6:40 P,M. and 7:00 A.M. The Contractor
has the option to request use of Internal combustion Engines for each location
provided that the Contractor submits a mediated noise level proposal to the
Engineer for review and approval. Payment of the testing services to measure the
noise level shall be the responsibility of the Contractor. All tests required
under this item shall be done by a recognized testing laboratory selected by the
City, The criteria for approval of the mediated noise level proposal for the use
of internal combustion engine will be based on the noise level measured at the
closest property line to the proposed Internal Combustion Engine location. Per
Federal Highway Administration ~FHwA -- Source 23 CFR 772}, Noise Abatement
Criteria, noise level Leq shall not exceed G7 dBA Ldn anytime. For Protection of
the employees working on the site, the permissible sound level should not exceed
90 dBA per day in eight hours period for more information, refer to OSHA 1926.52
ar 1910.95}. The Engineer or his designated representative reserves the right to
stop construction, if any time the noise level exceeds the above said criteria,
A-6l Re-routia of Traffic duria Construction '
f'
The Traffic Control Plan for the work has been prepared by the Engineer and is
included in the drawings. Should the Contractor desire to deviate from the plan,
it is the responsibility of the Contractor to provide Traffic Control Plan to the
City Traffic Engineer for approval.. The plans should be submitted for approval
two weeks in advance prior to its implementation, The Traffic Control Plan
submittals should be on the standard 2Z" x 34" p,Ian sheets and should be
readable, legible, clean, proportionate and xf possible to scale; and aha.Il meet
the City of Corpus Christi's "t7niform Barricading Standards and Practices" for
the City roads, and the requirements of the Texas Department of Transportation
(TxD4T) for roads wader the jurisdiction of the TxDOT. Any additional cost
incurred due to preparation of a revised Traffic Control Plan shall be the
Contractor's responsibility. No additional payment will be made. The Contractor
shall secure the necessary permit from the City's Traffic Department. Any cost
associated with the implementation of the traffic control plan shall be included
in the amount bid for the item "Signing and Traffic Control" as shown in the
proposal forms. Additional information regarding approved traffic control devices
and signing is available on TXDQT`s website
~http://www.txdot.gov/publications/traff ic.htm}, as noted on Sheet 25 of 39
ABC (1} -47} •
A-62 Qualifications of Manufacturer's Field Service Representatives
1. General: The technical specifications require that for certain equipment
and other items, the manufacturer shall include in his cost to the
Contractor specified periods of on-site time of a qualified factory field
service engineer to provide certain services. Providing these services is
an extremely important part of seeing that the item is installed, adjusted
and serviced properly. This, in turn, will help insure that the item
furnished will function as intended and have a useful, trouble-free service
life,
Page ZS of 4~
2. Prior A roval: As part of the submittal data required, the name and
complete qualifications of the person the manufacturer proposes to send as
his representative must be included. The Engineer will have the right to
reject any person who, in the Engineer's opinion, is not qualified to
perform the required services based on the information furnished.
3. Qn-Site Re'ection: In the event a manufacturer's representative, while on
the job site, demonstrates din the opinion of the Engineer} that he/she is
not thoroughly qualified to perform the required services, the Engineer
shall have the right to immediately stop these services. The Contractor is
obligated to replace the manufacturer's representative with a person who is
qualified to redo as much of the completed services designated by the
Engineer and complete the remaining services. This shall be done at no
increase in the Contract amount ono cost to the City}.
4. ~lideo Recordin The City reserves the right to video record any and all
services performed by manufacturer's f field service representatives. The
Contractor shall give the Engineer seven days advance notice of when
services will be performed by the manufacturer's representative. Should
the Contractor fail to provide the required advance notice, the Engineer
shall have the right to reschedule services to accommodate the City.
A-63 Point Re airs and $xtra Lea th for Point Re airs
~~
For some of the lines that are to be rehabilitated, video tapes are available.
However, these tapes are several years old and may not reflect the current
condition of the pipe. These tapes were used by the Engineer to determine as
close as possible, the locations and lengths of needed point repairs. The
lengths may have changed over the years and other locations may have developed
were none existed at the time of the video taping. Therefore, any location and
length for any point repairs are to be considered as informational only. The
Contractor shall make any and all required point repairs prior to the
rehabilitation of the pipe.
A point repair shall include all labor, materials and equipment necessary to
repair a 10 feet length of existing sanitary sewer pipe ~5 feet on either side of
the location of point repair}. work shall include but is not limited to all
necessary excavation; dewatering; pavement marking, raised pavement markers and
traffic buttons; backfill; pipe removal; all labor, materials and equipment for
re-routing of flows; inlet repair; site restoration; and any and all work
required to complete the point repair. Labor, materials and equipment that may be
necessary to complete a point repair that requires removal and restoration of
existing grass and fences, pavement repair, traffic control, concrete sidewalk,
curb and ramp repair, well pointing and driveway repair, will be paid at the unit
price bid for each respective repair item. Where the existing pipe is not at
correct grade, i.e. a sag, or other misalignment resulting in a segment with
velocity less than 2 fps, the pipe should be replaced and/or adjusted to provide
minimum velocity slope and shall be included for payment as Point Repair ~i.e.
minimum 10 feet } .
When the length of the existing sanitary sewer line to be repaired exceeds the l0
foot total length of sewer line which is included as part of a point repair bid
item, the additional length of sewer line thereby replaced shall be measured by
the linear foot and paid for at the unit price bid for "Additional Length Point
Repairs" .
All traffic control shall be in accordance with the City of Corpus Christi's
Uniform Barricading Standards and Practices as adapted by the City. Copies of
this document are available through the City's Traffic Engineering Department.
Page 29 of 40
The Contractor shall secure the necessary permit from the City's Traffic
Department. The costs incurred due to the modification of the work area and
traffic control plan due to the point repairs shall be included in the amount bid
for the item "Signing and Traffic Control" as shown in the proposal form.
The Contractar shall repair the existing line to a condition, which will enable
the Contractor to continue the rehabilitation operation without reducing the size
of the proposed rehabilitation pipe diameter.
A-54 Errors and Omissions
The Contractor shall carefully check these specifications and the Contract
Drawings, and report to the Engineer any errors or omissions discovered,
whereupon full instructions will be furnished promptly by the Engineer. If
errors or omissions are so discovered and reported before the work to which they
pertain is constructed, and if correction of such errors or omissions causes an
increase in the Contractor's cost, the Contractor shall be compensated for such
increase in cost as provided elsewhere.
The Contractor shall bear the expense of carrectiog any errors and omissions on
the drawings or specifications, which are not discovered or reported by the
Contractor prior to construction and which, in the opinion of the Engineer, could
have been discovered by reasonable diligence on the part of Contractor. It is
the intent of this Contract that all work must be done and all material must be
furnished in accordance with generally accepted practice. Further, it is the
intent of the Contract Documents that the Contractor shall perform all work to
complete the project ready for its intended use.
A-65 Lack of Information
~.
If the Bidder feels that there is insufficient information in order for him to
prepare his bid and/or construct the work, he is required to make a written
request for additional information. If the Bidder chooses to conduct his own
pre-bid TV investigation of the sewex' line, he shall make a written request to
the City's Project Engineer. The Project Engineer, after receiving the written
request, shall contact Wastewater Department to allow the Bidder to perform a
pre-bid TV investigation, The Bidder shall be responsible to provide Traffic
Control Plans and required traffic control signs as per City's requirements,
required flagman tv divert the traffic during the pre-bid TV investigation, and
the bypass plans to divert the flow. All costs associated with the pre-bid
investigation shall be borne by the Bidder, with no compensation from the City.
However, the Bidder shall not perform any investigation at the above project site
unless a written request is submitted and approved. The Contractor shall not use
the lack of information as a basis for requesting extra compensation.
A-dd Amended General Provisions 8-2-7 Pre axativn of Pro osal
The Bidder has the option of submitting a computer generated printout in lieu of
the Proposal Sheets showing the Bid Tables. The printout will list all bid items
including any options and additives} contained on those sheets. The printout __
will be substantially in the form attached to these specifications. If the
Contractor chooses to submit a printout, properly completed remaining pages of
the Proposal shall accompany the printout.
In addition, the printout shall contain the following statement and signature
immediately following the Bid Summary:
~+ Contractor} certifies that the unit prices shown
on this printout for bid items including any option and additive}
contained in this proposal are the unit prices intended and that its bid
Page 30 of 40
will be tabulated using these unit prices and no other information from
this printout. 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 Quantity Column II} in the Proposal by the corresponding
Unit Price Column Iv}, and then totaling all the extended amounts.
~ S ignature }
Title}
Date}
A-67 Measuremeat aad Pa eat of Subsidia Items of Work
Unless specifically included in the Proposal, the measurement and payment
requirements indicated in the individual standard specifications for any work do
not apply, and the cost of this item of work shall be included in the cost of the
item of work to which it is subsidiary.
A~68 Pre alificatioas Re iremeats
If, according to the standard or technical specifications, any item of material
or a manufacturer not named in the specifications requires to be prequalif ied,
the bidder or the manufacturer of the product shall submit to the Engineer at
least 14 calendar days prior to the Bid date, all information and reference
necessary to evaluate that the product is equal in quality to the ones specified.
It is such bidder's or manufacturer's responsibility to provide a complete
package of information for this evaluation.
The names of the prequalified products or manufacturers will be included in~a
subsequent Addendum prior to the bid date.
A-69 Reconaectioa of Services
The Contractor shall locate all existing sanitary sewer service lines prior to
construction. Due to the age and unknown installation techniques, it is
anticipated that service taps onto the sewer lines that are to be rehabilitated
may be of all types, sizes, materials and conditions. Prior to the pipe
rehabilitation, the Contractor shall excavate and disconnect all existing service
taps from the existing sewer main
-~-~e~~ ^~ *~•w ~' - ~~ ~~ewe~-pie. Upon completion of the pipe-bursting operation,
and after the new main has been allowed to recover, each existing service shall
be connected to the new main by the use of an approved pre-fabricated saddle.
The pre-fabricated saddle shall be equipped with a neoprene gasket installed
between the saddle and the liner pipe so that a complete water-tight seal is
accomplished when the two-piece saddle is placed around the polyethylene pipe and
pulled together with stainless steel bands. The drill hole in the new sewer main
shall be flush with the inside diameter of the saddle. '
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„ .
.
.
All costs associated with the removal of existing service taps shall
be considered subsidiary to the appropriate bid item for rehabilitation.
Page 31 of 40
A-70 Restoration of Services
r'
All reconnections ~~ of active service lines shall be ~~r--i~t_~a;
,~ --~
me~z ^a ~ performed immediately after the pipe bursting installation is
complete.
All costs associated with the restoration of services shall be included in the
amount bid for the item "Service Lateral Repair" as shown in the proposal forms.
Service Laterals for Pipe Bursting:
New services are to be installed from the sewer main to the property line. New
services shall be completed using external reconnect. A P~'C saddle complete
with stainless steel strapsy or Inserta--Tee will be installed per the
manufacturer`s requirements. This item will measured by each individual service
lateral installed at the depth indicated in the proposal. This bid item price
will include, but is not limited to the following:
•
b. Locate all service laterals prior to undertaking rehabilitation of sewer
main.
c. Notification and coordination with homes and businesses.
d. Utility relocation.
e. Excavation and backfill Note: Working space is limited in most areas and
contractor may be required to hand excavate service laterals}.
f. Hauling excavated material to and from temporary storage location Note:
Hand operated buggies droll offs may be required to transport material.
g. Dewater_ing.
h. Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-5l.
i. Opening service connections, furnishing and installing saddle or Inserta-
Tee HDPE pipe after pipe bursting has been completed.
j. All materials and equipment necessary to complete the lateral and cleanout
from the main to the property line, as shown on Sanitary Sewer Standard
Detail Sheet 3 of 5.
k. Subgrade preparation and site grading, including furnishing and placing
cement stabilized sand and sand bedding.
1. Existing topsoil shall be double-.ditched and used to return site to pre-
construction conditions. Any additional topsoil required will be at the
expense of the Contractor.
m. Haulage and disposal of excess excavated material at a regulated disposal
site.
n. Removal and replacement of bushes, shrubs and minor tree trimming, see also
Special Provision A-71.
o. And any other work necessary to complete this item. r
p. See also requirements in Technical Specification ~4 TD~76D6.
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.A-71 Restoratioa of Private Pro ert
.-
Many of the manholes that are to be rehabilitated are located within easements on
private property. Also, the possibility exists that point repairs may also occur
within easements on private property. The Contractor shall confine his work to
the easement area and will be required to restore any disturbed area to a
condition equal to, or better than, existed prior to his construction.
Restoration may include, but is not limited to:
1. Resodding existing lawns
2. Removing and replacing fences
3. Pruning damaged trees or shrubs
In the event that a property owner has some type of structure ~i.e. storage shed,
playground equipment, etc.} within the required work area, the Contractor shall
coordinate with the property owner and a City representative for the removal or
relocation of these items. •
Bid items have been included for sodding, tree removal, and for fence removal and
replacement. The removal of any tree, as listed as a bid item, shall be limited
to a tree trunk diameter of 4" or greater. If the tree is less than 4" it shall
be considered pruning and a subsidiary item. The removal of any type of
structure can involve a wide variety of work. The Contractor, along with the
City representative, shall examine each situation on a case-by-case basis and,
with the owner's input, determine the best course of action and the appropriate
cost to each party involved.
A~-7Z Dewateria J Well Poiatia
Because of the wide area covered by this project, no soils investigations or
groundwater table levels were determined. Therefore, it is unknown if
groundwater will, or will not, play a role in any required excavations for point
repairs. storm water that enters an excavation can be pumped out as long as care
is taken to minimize solids and mud entering the pump suction and flow is pumped
to a location that allows for sheet flow prior to entering a storm water drainage
ditch or storm water inlet. An alternative to sheet flow is to pump storm water
to an area where ponding occurs naturally without leaving the designated work
area or by a manmade berms} prior to entering the storm water system. Sheet
flow and ponding is to allow solids screening and or settling prior to entering a ~.
storm water conduit or inlet. Storm water or groundwater shall not be discharged
to private property without permission. It is the iateat that the Contractor
discharge groundwater primarily into the existing storm water system provided
that the quality of groundwater is equal to or better than the receiving stream,
Page 33 of 40
the Dso Bay. Testing of groundwater quality is to be performed by the City, at
the City's cost, prior to commencing discharge and shall be retested by the City,
at the City's expense, a minimum of once a week. Contractor shall coordinate
with the City, on all testing. Tests will also be performed as each new area of
construction is started. Another option for disposal of groundwater by the
Contractor would include pumping to the nearest sanitary sewer system. If
discharging to temporary holding tanks and trucking to a sanitary sewer or
wastewater treatment plant, the costs for these operations shall be negotiated.
other groundwater disposal alternatives or solutions may be approved by the
Engineer on a case-by-case basis.
Prior to pumping groundwater from the trench to the sanitary sewer system, the
Contractor shall contact Mark Shell 857-1817 to obtain a "no-cost" permit from
the City Wastewater Dept. The City will pay for any water quality testing or
water analysis cost required. The permit will require an estimate of groundwater
flow. Groundwater flow can be estimated by boring a hole or excavating a short
trench, recording the water level shortly after completion, allowing to sit over
night, recording the water level again, pumping the hole or trench dry to a
holding tank or vacuum truck, then recording how long it takes to fill to the
original level and overnight level.
Dewatering shall be paid for if well pointing is required. All costs associated
with Well Pointing shall be included in the amount bid for the item "Well
Pointing" as shown in the proposal forms. All other forms of dewatering needed to
keep the excavation dry, as approved by the Engineer, shall include all costs to
provide a dry foundation for the proposed improvements and shall be considered
subsidiary to the various other bid items in the contract.
In any event, the Contractor shall be required to take whatever steps are
necessary to provide a stable trench bottom for the installation of any
structures or pipes.
A-73 Access to Private Pro ert
As stated, some of the work requires access tv easements through private
property. In most cases, the private property is single-family residential lots
that are developed. The Contractor shall. coordinate all access with the property
owner and will work closely with the owner and a City representative for all
construction operations. See General Note #28 on Sheet 2 of 39 of plans for
additional information.
The Contractor shall be required to video record the conditions that exist on the
property with a City representative present, prior to performing any construction
operations.
If, in the course of work, it is necessary to temporarily remove any fences, the
Contractor shall provide temporary fencing so that the property owner's property
is secure at all times.
A-74 Pf a Treach Beddia aad Backfill
The Sanitary Sewer Standard Details indicate *tasterisks~ for project specific
requirements. For this project the requirements are:
1. Bottom of Trench Above Groundwater Table
a. Bedding - Depth fiver 10' - Crushed Stone
Depth Under 10' - Sand
b. Backfill - Paved Areas - Cement Stabilized Sand
Unpaved Areas- Clean Excavated Material
Page 34 of 4Q
2. Bottom of Trench Below Groundwater Table
a. Bedding - All Depths ~- Crushed Stone on a stabilized trench bottom
b . Backf ill - Same as above .
The type and depths of crushed stone bedding shall be specified on the Standard
Detail Sheets.
A-75 Manhole Corbel Removal
For those manholes being rehabilitated using Fiberglass Reinforced Plastic (FRP}
liner, the existing corbel/manhole shall be removed to a sufficient depth to
allow for the insertion of the FRP liner. It is assumed that this depth will be
six ~6} feet. However, due to the existing condition of some manholes, more
depth may require deeper rernvval to satisfactorily insert the FRP liner. When
this depth exceeds six ~6} feet, additional payment will be made by the linear
foot of additional depth greater than 6 feet.
The manhole rehabilitation unit prices bid shall include all excavation, corbel
removal, backfill and disposal of all corbels and excavated materials. Surface
restoration shall be paid for under the appropriate bid item. See Special
Provision A-58 for additional information.
A~76 Finish Slevatioas of Manholes
Many of the manholes to be rehabilitated are not currently at the proper grade.
All manholes shall be adjusted to the proper grade.
For manholes within pavement, sidewalks, driveways, etc., the manholes shall be
adjusted so that the cover is at the same grade as the adjacent existing
conditions. No bumps or dips shall be present that will create unsatisfactory
conditions to either motorists or pedestrians.
For manholes within unpaved areas, the manholes shall be adjusted so, that the
cover shall be no less than one ~l} inch and no more than three ~3} inches above
the natural existing ground.
For manholes within the tops-of-banks of ditches, the manholes shall be adjusted
so that the cover is at least as high as the lowest bank of the ditch.
For manholes rehabilitated using the Fiberglass Reinforced Plastic, the
adjustment to finished grade can be accomplished with the use of adjusting rings
that are pre-approved by the Engineer.
A-77 information on Plan and Profile Sheets
The subsequent Delivery orders of this ID/IQ contract will contain plan and
profile sheets which will show as much information as is currently available.
The amount of information available varies on each line to be rehabilitated. It
is the Contractor's responsibility to verify the information shown and to conduct
hid/her own investigations as to the accuracy/completeness of the information
provided.
e
._,~ A'78 Sxistia Pi a Materials
The existing pipe materials are predominately Vitrified Clay Pipe ~VCP}.
However, it can be anticipated that other types of pipe materials tDuc~ile or
Cast Iron or PVC} will be present within the systems. The subsequent Delivery
Orders of this ID/IQ contract will contain plan and profile sheets which will
Page 35 of 4U
show known locations where pipe material is known, but there may be other
existing locations where pipe material is unknown. It can also be anticipated
that pipe sizes will change somewhere in a system other than at a manhole.
It shall also be the Contractor's responsibility to verify all pipe sizes. ~€
1 {
...
,~~„a, ~, .~,n~
v r.~...w ~... ~- •
A-79 Service Lateral Re airs
This project may also include the repairs of selected service laterals. After
the rehabilitation of the main sewer line, and the past-lining television
inspection of the main sewer line, the videos shall be reviewed by the Engineer
to determine which service laterals shall be repaired. This determination shall
be made based on any evidence of continued ,groundwater infiltration at the
service lateral connection to the main sewer line.
The Contractor shall be given one ~1~ acceptable method for service lateral
repairs. The Contractor shall open cut the service lateral within the existing
easement or right-of-way and replace the service lateral within the easement or
right-of-way. This replacement shall include a service lateral saddle on the
main sewer line and a cleanout riser at the easement or right-of-way line.
The Contractor will be paid at the unit bid price for Service Lateral Repair.
. 1
1 . 1 . . . 1
.
. 1
. { 1 . 1
1 1 1 , . 1
r •
1
~ , 1 1
1 { . f 1 1 1
1
1 1 f
/ f `
/ ~ ! , 1 ~
~ 1 f
. { ~
{ { f 1 1 f f
. 1
•
1 . 1 1 1
1 . f f 1 i
, . f T
f 1 1 ~ ~
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A-81 Slectranic Bid Submittal
The following paragraph modifies Paragraph B-2-7 - Preparation of Proposal, of
the General Provisions:
The bidder has the option of submitting a computer-generated print-out in lieu of
the Proposal SHEETS: 1-29 OF 29~, INCLUSIVE. The print-out will list all bid
items including any additive or deductive alternates} contained on Proposal
Sheets ~3-25 of 29~. The print-out will be substantially in the form attached
Attachment No. 2y. If the Contractor chooses to submit a print-out, the print-
Page 3 6 of 4a
out shall be accompanied by properly completed proposal pages 1, 2, 26, 27, 28
and 2 9 o f 2 9.
In addition, the print-out will contain the fallowing statement and signature,
after the last bid item:
~~ (Contractor} certifies that the unit prices shown
vn this printout for bid items including any additive or deductive
alternatives} 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
tColumn IIy and then totaling the extended amounts.
Signature}
Title}
(Date}
A-82 Storage, Access and Securit
~~
The Contractor shall be allowed access to the project site via existing Street
right-of-ways.
Storage ~laydown areas} for equipment and materials has not been identified, The
contractor may make arrangements with the City on available City sites or provide
a private location near the project at the Contractor's expense.
,~..A-83 Stormwater Pollution Prevention
Due to the type and location of this project, stormwater pollution prevention is
critical, and improper implementation can have a negative impact on the adjoining
street and private property. Strict compliance to all storm water pollution
prevention items shown on the plans shall be enforced. All costs associated with
meeting storm water pollution prevention requirements shall be included in the
amount bid for the items "Erosion Control - Block Sodding", "Erosion Control -
Spot Sodding", "Erosion Control - Silt Fence and/or Silt Barrier", and
"Construction Exit". In addition, if during the course of the project other minor
storm water pollution prevention items are required to limit or Control soil
erosion ar transport of sail, then the Contractor shall implement these measures
at no increase in the contract price.
-A-84 Dust Control
a
The Contractor shall take reasonable measures to prevent unnecessary dust. Earth
surfaces subject to dusting shall be kept moist with water or by application of a
chemical dust suppressant. When necessary, dusty materials in piles or in transit
shall be covered to prevent blowing dust. '
. Monthly payment will be withheld if this provision is not followed.
Page 37 of 40
rA-85 Noise Control and Workia Hour Restrictions
The Contractor shall take reasonable measures to avoid unnecessary noise. Such
measures shall be appropriate for the normal ambient sound levels in the area
during working hours. All construction machinery and vehicles shall be equipped
with practical sound-muffling devices, and operated in a manner to cause the
least amount of noise consistent with efficient performances of the Work.
Decibel levels are not to exceed one hundred X100) decibels. Any work which
creates a noise level above the ambient sound levels shall not commence before
7:30 a.m. or continue after 6:30 p.m. on weekdays, and shall not commence before
5:00 a.m, or continue after 5:00 p.m. on Saturday without prior approval from the
Engineer.
A•86 Other Accesaibilit Re irements
The Contractor shall provide assistance and is required to ensure that disruption
of community services to residents ~i.e. US Postal Service, RTA Care B, Meals on
Wheels, Emergency Services, etc.) does not occur during construction. Requisite
assistance and/or coordination during construction is considered subsidiary to
the work.
A-S? Delivery order Program
The contractor is provided hypothetical aceaarios to establish the unit cost and
ap licatioa. These aceaarios will be the basis for each of the Base ,Bids and
w3~1 be used for EVALUATION PURPOS$S oNLY'. The actual contract award will be as
follows:
1. Base Bid A will be awarded for $750,OOD. Individual delivery orders with
specific quantities, unit cost, and durations will be issued from this base
award;
2. Saae Bid B will be awarded for $500,000. Individual delivery orders with
specific quantities, unit cost, and durations will be issued from this base
award.
The contractor proposed unit cast will be used to determine the actual delivery
order final price.
Upon approval of the City Engineer and notice to Council, this contract may be
renewable for up to ~2} additional one-year calendar periods with economic
adjustments which take into account any change in construction costs
Non-Emergency Delivery Orders to the contract will be comprised of a l0 manhole
minimum and 100 manholes maximum: The specific duration allowed is defined by
specific work assigned and described by appropriate category of work see Special
Provision A-6}.
Emergency Delivery Orders may also be issued under this contract. For such
Emergency Delivery Orders the number of manholes will range from 0 -- 5 with
associated wastewater line rehabilitation. For Emergency Delivery orders,
Declared by the City Manager, the contractor is required to be on-site within ONE
HOUR to assess the site to begin mobilizing necessary crews, equipment etc. The
contractor should have crews within 4 hours and must restore services within 24
hours. In addition, the contractor should have all mitigation measures to
prevent further damages to public and private property within 8 hours. Failure
to respond according may result in Liquidated damages of $1004 per day.
In case of multiple emergency delivery orders,~the contractor will be required to
maintain continuous operations 24 hours per day 7 days per week. To accommodate
the associated increased cost, the contractor must submit a coefficient to be
applied to individual unit prices in the proposal form to determine the final
cost of any emergency repairs.
Page 3 S of 40
A- 8 8 H~,d Svaluat ion
Bid evaluation will be based on the hypothetical scenarios or sample delivery
orders. The sample Delivery Orders Drawing Sheets 7 of 9} with accompanying
Pricing Assessment to be filled in by the prospective bidders using unit prices
as outlined in the proposal. The total cost of this Delivery Order Example with
Pricing Assessment will determine the successful bidder. The cumulative total of
all bid prices for all items contained in the contract will be considered as the
Total "EVALUATED" Base Bid for the contract. The actual award will be as
indicated in Special Provision A-4 with the indefinite number of delivery and
indefinite quantities issued under the Contract.
Page 3 9 of 4~
SUBMITTAL TRANSMITTAL FORM
PROJECT: LAGUNA MADRE I&I SANITARY SEWER MANHOLE AND GRAVITY
COLLECTION LINE REPLACEMENT/REHABILITATION '
PROJECT No. ?401
OWNER: CITY OF CORPUS CHRISTI
ENGINEER: GOLDSTON ENGINEERING, A CH2M HILL Company
CONTRACTOR:
SUBMITTAL DATE: SUBMITTAL NUMBER:
APPLICABLE SPECIFICATION
OR DRAWING SUBMITTAL
Page 4~ ~f 40
ATTACHMENT 2
TELEVISED INSPI3CTION REPORT
DATA REQUIREMENTS
VIDEOTAPI3 LABELING REQUIREMENTS
4To be used instead of Form on Page 3 of 3
Standard Specification a2761Q~
c~Tx o~ CoRP~s C~sT~
TELEVISED INSPECTIoN ~tEPo1~T DATA REQU~~.EME~Ts
ion screen at start of each set-up and an inspection Report]
City's Project Name
City's Project Number Contractor/operator
Date ITimeTe~evised Tape Number
Upstream MH Location Downstream MH Location
Upstrear MH Number Downstream MH Number
Upstream MH Depth Downstream MH Depth
Pipe Size Pre-rehab TV Y N Evaluation TV Y N
. Post-rehab TV Y N Reverse set-up Y N
......_ ._....~, .__ YZD.~.oT~PE ~,~BEL~NG_~~~~~1~.Y.~S...~~~ e~~. ~~e~.ta_p.e. c~ej ............._ ..._.__..._.. _......._ _ ._................~....._.
City Proj ect Name Upstream Manhole No.
City Project No. Downstream Manhole No.~ .
Street Name Pre Post other
Tape No. Date/Time Made
Contractor
Pipe Material
AGREEMENT
THE STATE OF TEXAS §
COUNTY QF NUECES §
THIS AGREEMENT is entered into this 21ST day of JULY, 2DD9, by
and between the CITY GF CGRPUS 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 & G Contractors,
Inc. termed in the Contract Documents as "Contractor,'" upon these
terms, performable in Nueces County, Texas
In consideration of the payment of $1,4D~,D4D.DD by City and
other obligations of City as set out herein, Contractor will
construct and complete certain improvements described as follows:
LAGUNA MADRE I&I SANITARY SEWER MANHGLE AND
GRAVITY C4LLECTIGN LINE REPLACEMENT/REHABILITATION
PROJECT NC. 74D1
~TnTAL AMOUNT AWARDED: $1,4DD,DDD.DD~
according to the attached Plans and Specifications in a good and
workmanlike manner for the prices and conditions set out in their
attached bid proposal supplying at their expense such materials,
services, labor and insurance as required by the attached Contract
Documents, including overseeing the entire job. The Contract
Documents include this Agreement, the bid proposal and
instructions, plans and specifications, including all maps, plats,
blueprints, and other drawings, the Performance and Payment bonds,
addenda, and related documents all of which constitute the contract
for this project and are made a part hereof.
Agreement
Page 1 of 3
Laguna padre = & x Panitary Be~x ~anhoi•
and gravity colleutian line rspisa~antlrehabilitatian
!ro aat no. 401
RR~'YB~D P~OPGgAL FCR~
REVISED PROPOSAL FO~M~
DISCLOSC]R~ STATEMENT
FOR
LAt~UNA ~ADRF I&I SANITARY 8~9~ER ffiAWHOL~ A1~TD {GRAVITY
COLLECTION LIN$ RFPLACiT/R~I~ABILITATION
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
'~ i
`~.,_
t
ADDRgDUD[ 1iT4. ~
ATTAC~NT N4. lZ
Page l o~ 35
Laguna Dadra t & = 8anitar~ Sewer xanhole
and gxavity aoliection line repiaoemant/rehabilitation
Pra~~at no. ?~D1
~,
~SYIBRD PROPQ$AL ~QR~d
RRVISRO PROPOSAL
Place ; City Seacetary's Office
Date : 1201 Street
.April 22, 2009 --
Proposal of __H ~ _G Oontractors, Inc, _ .~ ,
.r ~ i - ~ww.ww• ~ ~r~ w
a Ca~poratian organized and existing under the laws of
the State of Ts
OR
a Partnership or Individua]. doing business as
N/A
T4: The Cf ty of Corpus Chr~.st~., Texas
Gentlemen;
The undersigned hereby proposes to furnish alb. ~.abor and
materials, tools, and necessary equipment, and to perform the work
required for;
LARi~A DLAaRS I&X SANITARY .884i~~t COLS AND GRlIVITY
COLL~CTYOIQ LIWB ~tSPLA~CS~I~T RRAASxLITATI0I1
..
It is the ~.ntent of the City to award subsequent Delivery Orders
for the Tndef finite De1.a.very/zndef finite Quantity ~ ID/IQ~ Contract
for a span of one year with the option to extend the contract in
two additional increments of one year, The Delivery Orders will
be comprised of a l5 manhole m~.nimum and a 100 manhole maximum.
The Delivery Grders will be awarded in a timely fashion to be
decided by the City. The working time for camp~.etion of the
Project shall be specified in the Delivery Order to this contract
and will be based an a production rate of approximately ten ~1Q~
ADD~DV~ Na. Z
ATTACS~NT Nn. 12
Page Z of 35
Lagv~na Radxv 1 ~ t Sanitary Seer ~[anhol~
and Qravity collection line replacement/reha~ilitatioa
~~ieat no. 74~~
RRViB$D PROPOSI~L BQRM
calendar days pex manhole to be replaced, seven ~7~ Calendar days
per manhole to be rehabilitated, five ~5} calendar days per ~~
la,neax feet ~LFj of gravity collection line point repairs and one
4l} calendar day pe.r z4 linear feet tLF~ of gravity collection
line pipe bursting. Specific duration allowed is defined by
specific work assigned and described by appropriate category of
work see Special Provision A-G}. Future Delivery Qrders to be
awarded subsequent to th~.s Indefinite DeliveryjTndefinite quantity
contract, at the locations set out by the future Delivery orders
p~.ans and speca.fications and in strict accoxdanCe with the
contract documents fox' the following prices, to-wit:
~D~v~ No. a
aTTACH~IT N0. 1~
Page 3 of 3~
Laguna Madre I i Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 74oI
REVISED PROPOSAL FORM
I II III TV V
Bid Item
BiD
tY & Unit
Q
Description Unit Price in
' Extension (Qty
ITEM F
es x Unit Price in
F' res
BID ITEMS FOR MANHOLE REPLACEMENT/REHABILITATION
Remove and dispose exist. Wastewater manhole, pex
M- 1 EA Each 1,208.08 ~
Replace San. Sew. MH ~4 Ft Dia} (0'-G' Depth}, complete
M- 2 EA in place per Each 5,094.G0 $
Extra Depth ovex 6 ft. for MH ~4 Ft. Dia Replace},
M- 3 VF complete in place per Vertical Foot G40.50 $
Replace San. Sew. MH ~5 Ft Dia} ~0'-G' Depth}, complete
M- 4 EA in place per Each 7,$40.84 $
Extra Depth over G ft. for MH (5 Ft. Dia Replace},
MT 5 ~L~' complete in place per Vertical Foot 88G.5G $
Replace San. Sew. MH ~G Ft Dia} ~0'-G' Depth}, complete
M- G EA in place per Each 8,728.22 $
Extra Depth over G ft. for MH ~G Ft. Dia Replace},
M- 7 VF complete in place per Vertical Foot 907.94 ~
Rehab ~FRP} San. Sew. MH ~4 Ft Dia} ~0'-G' Depth},
M- $ EA complete in place per Each 5,771.84 $
Extra Depth ovex G ft. for MH ~4 Ft. Dia. Rehab},
M- 9 VF complete in place per Vertical Foot 550.00 $
Extra Depth ovex G ft. for MH Corbel
Removal/Replacement ~4 Ft. Dia. Rehab}, complete in
M- 10 VF place per Vertical Foot G05.00 $
Rehab ~FRP} San. Sew. MH ~5 Ft Dia} ~0'-G' Depth},
M-11 EA complete in place per Each 7,575.88 ~
Extra Depth ovex G ft. fox MH ~5 Ft Dia. Rehab),
M-12 VF complete in place pex Vertic Foot 775.4G ~
Extra Depth over G ft. for MH Corbel
Removal/Replacement (5 Ft. Dia. Rehab}, complete in
M- 13 VF place per Vertical Foot 852.50 $
Addendum No. 2
Attachment 12
Page 4 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 7401
REVISED PROPOSAL FORM
I II III IV V
Bid Item
BID Q ~ Unit
~
Description Unit Price in Extension Qty
ITEM Figures x Unit Price in
Fi res
Rehab ~FRP} San. Sew. MH ~G Ft Dia} ~0'-G' Depth},
M- 14 EA complete in place per Each 9,872.50 $ -
Extra Depth over G ft. fox MH ~G Ft Dia. Rehab},
M- 15 VF complete in place per Vertical Foot 1,086.80 $ -
ExtraDepth over 6 ft. fox MH Coxbel
Removal/Replacement ~G Ft. Dia. Rehab}, complete in
M- 1 G VF place per Vertical Foot 1,086.80 $ -
M- 17 CY Hand Excavation, complete in place per Cubic Yard 6D5.00 $ -
Furnish Vacuum Truck ~T'andem},.complete in place pex
M-18 DAY 24 Hour Period 3,184.50 $ -
Furnish Vacuum Truck 'Tanker},complete in place per
M-19 DAY 24 Hour Period 3,300.D0 $ -
Service Lateral Replacement, complete in place per
M- 20 LF Linear Foot 234.84 $ -
Extra Depth over G ft fox Service Latexal Replacement,
M- 21 VF complete in place per Vertical Foot 203.27 $ -
Cut & Remove HMAC Pavement, complete in place pex
M- 22 SY Square Yard 184.03 $ _
Restore HMAC Pavement Type D ~T'ype D
HMAC=Approx.110 LB/SY/IN}, complete in place per
M- 23 T4N Ton 145.75 $ -
Pxime Coat MC-30 ~a 0.15 Gal/SY, complete in place
M- 24 GAL per Gallon 135.92 $ -
Crushed Limestone Base ~n-Place Measure, Variable
M- 25 CY Depth}, complete in place per Cubic Yard 99.00 $ -
Cut & Restore Concrete Pavement, complete in place
M- 2G CY per Cubic Yard 802.2D $ -
Well Pointing (per linear foot of trench}, complete in
M- 27 LF place per Linear Foot 159.20 $ _
Addendum No. 2
Attachment 12
Page5of35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. ?401
REVISED PROP05AL FORM
I II III TV V
Bid Item
BID
Qty & Unit
Description Unit Price in Extension Qty
ITEM Figures x Unit Priced in
F' es
Mobilization/Demobilization fox Well Pointing per Each
M- 2S EA Site Location 1,G50.00 $
Trench Safety for Manhole Excavation (5' to 8' Depth},
M- 29 EA complete in place per Each 440.00 ~
Trench Safety fox Manhole Excavation ~8' to 10' Depth},
M- 30 EA complete in place per Each . 733.33 $
Trench Safety for Manhole Excavation (10' to 12'
M- 31 EA Depth}, complete in place pex Each 1,100.00 $
Trench Safety fox Manhole Excavation (> 12' Depth},
M- 32 EA complete in place per Each 1,210.00 $
All Necessary Pump Equipment fox Control of
Wastewatex Flows (Bypass of 8" Lines} (All Depths},
M- 33 DAY complete in place per 24 Hour Period 437.19 $
Pressure Pipe fox Bypass of $" Line, Complete in place
M- 34 LF pex Linear Foot 12.37 $
All Necessaxy Pump Equipment for Control of
Wastewater Flows (Bypass of 10" Lines} (All Depths),
M- 35 DAY complete in place pex 24 Hoax Period 4$0.91 $
Pressure Pipe for Bypass of 10" Line, Complete in place
M- 3G LF per Linear Foot 13.b1 $
All Necessary Pump Equipment for Control of
Wastewater Flows (Bypass of 12" Lines} (All Depths},
M- 37 DAY complete in place per 24 H ur Period 712.5D $
Pressure Pipe for Bypass of 12" Line, Complete in place
M- 38 LF per Linear Foot 14.13 $
Addendum No. 2
Attachment 12
Page b of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 7401
REVISED PR~PUSAL FURM
I II III IV V
Bid Item
BID & Unit
Q~ Descri Lion
p Unit Price in
' Extension Qty
ITEM F
res
igu x Unit Price in
}
Fi es
All Necessary Pump ~gtupment fox (;ontrol of
Wastewater Flows Bypass of 15" Lines} All Depths),
M- 39 DAY complete in place per 24 Hour Period 1,012.50 $
Pressure Pipe for Bypass of 15" Line, Complete in.place
M- 40 LF per Linear Foot 14.13 $
. All Necessary Pump Equipment for Control of
Wastewater Flows Bypass of 18" Lines} All Depths},
M- 41 DAY complete in place per 24 Hour Period 1,018.00 $
Pressure Pipe for Bypass of 18" Line, Complete in place
M- 42 LF per Linear Foot 14.13 $
Signing & Traffic Control Detail A}, complete in place
M- 43 DAY per ~ 127.8$ $
Signing & Traffic Control (Detail B}, complete in place
M- 44 DAY per ~ 127.88 $
Signing & Traffic Control Detail C}, complete in place
M- 45 DAB per D~a ii 127.58 $
Signing & Traffic Contxal Detail D}, complete in place
M- 4G DAY per ~ 180.13 $
Signing & Traffic Control Detail E}, complete in place
M- 47 DAY per Day 65.00 $
Signing & Traffic Control Detail F}, complete in place
M- 48 DAY per ~ 75.00 $
Signing & Traffic Control Detail G}, complete in place
M- 49 DAY per .D,~a 115.00 $
Signing & Traffic Control Detail H}, complete in place
M- 50 DAY per Da.,y 70.00 $
Signing & Traffic Control Detail 1}, complete in place
M- 51 DAY per Dad G5.00 $
Addendum No. 2
Attachment 12
Page 7 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project Na. ?401.
REVISED PRgPgSAL FgRM
I II III IV V
Bid Item
BID & Unit
~~ Descri lion
p Unit Price in
' Extension Qty
ITEM s
xgure
F
}
x Unit Price in
F' res
5~grung & Traffic Control Detail J}, complete m place
M- 52 DAY per Dad 121.00 ~ -
Signing & Traffic Control Detail K}, complete in place
M- 53 DAY per ~ G9.50 ~
Signing & Traffic Control Detail L}, complete. in place
M- 54 DAY per ~ 110.OD ~ -
Signing & Traffic Control Detail M}, complete in place
M- 55 DAY per ,D~a 47.G7 ~ -
Signing & Traffic Control Detail N}, complete in place
M- 56 DAY per ~ 150.00 ~ -
Signaing & Traffic Control Detail {]~, complete in place
M- 57 DAY pex D~a ~ 120.D0 $ -
Signing & Traffic Control Detail P}, complete in place
M- 58 DAY per Day 147.13 ~ -
M- 59 TBD Preparation of Traffic Control Plan, Allowance TBD TBD
M- GO DAY Flagger, complete in place per Dad 216.00 ~ -
M- G1 TBD Staging Area Allowance TBD TBD
Removal & Replacement of Barb-Wire Fencing,
M- G2 LF complete in place per Linear Foot 3$.50 ~ -
Removal & Replacement of Chain Link Fencing,
M- 63 LF complete in place per Linear Foot 79.20 ~ -
Removal & Replacement of wood Fencing, complete in
M- G4 LF place per Linear Foot 99.00 $ -
Removal & Replacement of Masonry Fencing,
M- G5 TDB Allowance TBD TBD
Addendum No. 2
Attachment 12
Page8of35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. ?401
REVISED PRUPDSAL FORM
I ' II III N V
Bid Item
BID
QtY & Unit
Description Unit Price in
' Extension tQty
ITEM F
s x Unit Price in
F' es
All vcieather Access Alley}, complete ~n place per.~~
M- GG 5Y Yazd 49.50 ~ -
All Weather Access Residential}, complete in place per
M- G7 SY re Yard 54.96 ~ -
All Weather Access tCommexcial}, complete in place per
M- G8 SY Square Yard 82.50 $ -
M- G9 EA Tree Removal ~Up to 8" Dia. Trunk}, complete per Each 192.50 ~ -
Txee Removal Greater than 8" Dia. Trunk}, complete
M- 70 EA per Each 275.00 ~ -
Erosion Control -Block Sodding, complete in place per
M- 71 SY Sa=o. are Yard 13.88 ~ -
Erosion Control -Spot Sodding, complete in place pex
M- 72 SY Sure Yard 16.50 $ -
Erosion Control-Silt Fence and/or Silt Barrier, complete
M- 73 LF in place per Linear F of G.77 $ -
M- 74 EA Construction Exit, complete in place per Each 2,003.G8 ~ -
M- 75 SF Repair Driveway, complete in place per re Foot 7.07 ~ -
M- 7G SF Repair Sidewalk, complete in place per Square Foot 7.89 $ -
Repair Curb and Gutter or Valley Gutter, complete in
M- 77 LF place per Linear Foot 27.G4 $ -
M- 78 EA Curb Ramp, complete in place per Each G53.4G $ -
Mobilization~Bonds/insurance-0 tv 30 Locations,
M- 79 ~ LS complete in place per L Sum 2D,000.00 $ -
Addendum No. 2
Attachment 12
Page 9 of 35
Laguna Madre ~ ~ Santiary Sewer
Manhole and Gravity Collection Lane
Replacement/Rehabilitation
Project No. 7401
REVISED PROPOSAL FARM
I II III IV V
Bid Item
BID Unit Price in Extension Qty
ITEM ~~ ~ U'~t Description
Figures x Unit Price} in
F' es
Mobilization/Bonds/Insurance-31 to 75 Locations,
M- $Q L5 _complete in place per Lumn~ 35,DDO.DD ~ -
Mobilization/Bonds/Insurance-75+ Locations, complete
M- 81 LS in place per Lum S u i 5D,ooo.00 ~ -
Addendum No. 2
Attachment 12
Page 10 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement f Rehabilitation
Project No. 7401
REVISED PRGPaSAL FARM
I II III N ~
Bid Item
BID ~ Unit Price in Extension (Qty
ITEM Q~ & Unit Description F' es x Unit Price '
~gur } ~n
F' s
~_~ _~__
~itJ 1~1-.GMS rux c~xA.vrrY G~LLECTION LINE REPLACEMENT/REHABILITATIUN
Rehab tPipe Bursting} Gravity Collectian Luce (8 in. dia,
C- 1 LF 0' - G' depth}, complete in place per Linear Foot 73.15 $
Rehab Pipe Bursting} Gravity Collection Line ~8 in. dia,
C- 2 LF G' - $' depth}, complete in place per Lin r aot 73.15 ~
Rehab Pipe Bursting} Gravity Collection Line ~8 in. dia,
C- 3 LF 8' -10' depth},complete in place pex Linear Foot 92.15 $
Rehab Pipe Bursting} Gravity Collection Line ~$ in. dia,
C- 4 LF 10' -12' depth}, complete in place pex Linear Foot 92.15 $
Rehab ~l'ipe Bursting} Gravity Collection Line X10 in.
C- 5 LF dia, 0' - G' depth}, complete in place pex ' e ~ Fovt 115.89 ~
Rehab ~I'ipe Bursting} Gravity Collection Line (10 in.
C- G LF dia, G' - 8' depth}, complete in place per Linear Foot 115.89 $
Rehab (Pipe Bursting} Gravity Collection Line X10 in.
C- 7 LF dia, 8' -10' depth}, complete in place per ~ ear F of 132.32 ~
Rehab Pipe Bursting} Gravity Collection Line X10 in.
C- 8 LF dia,10' -12' depth}, complete in place per ' e r oot 132.32 $
Rehab Pipe Bursting} Gravity Collection Line X12 in.
C- 9 LF dia, D' - G' depth}, complete in place per in Foot 154.02 $
Rehab ~I'ipe Bursting} Gravity Collection Line X12 in.
C-10 LF dia, G' - 8' depth}, complete in place per 'ear Foot 154.02 $
Rehab (Pipe Bursting} Gravity Collection Line X12 in.
C-11 LF dia, 8' -10' depth}, complete in place per Linear Foot 174.2G ~
Rehab ~I'ipe Bursting} Gravity Collection Line X12 in.
C-12 LF dia,10' -12' depth}, complete in place per 'ear Foo 174.2G ~
Rehab Wipe Bursting} Gravity Collection Line X15 in.
C-13 LF dia, 0' - G' depth}, complete in place per Lineal Foot 188.5G ~
Addendum No. 2
Attachment 12
Page ~ 1 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. ?441
RE'i~ISED PROPOSAL FURM
I II III N ~
Bid item
BID
Q~' & Unit
Descrxptxon Unit Price in
' Extension Qty
ITEM F
es x Unit Price in
F' s
Kebab (Pipe ]~urstu~ C7rav~ty [:ollection Luce X15 gin.
C- 14 LF dia, G' - $' depth}, complete in place per ine F of 188.56 ~
Rehab Pipe Bursting} Gravity Collection Line t15 in.
C- 1 S LF dia, 8' -10' depth}, complete in place per Linear Foot 212.26 ~
Rehab Wipe Bursting} Gravity Collection Line X15 in.
C- 1 G LF dia,10' -12' depth}, complete in place per ar F t 212.26 $
Rehab Pipe Bursting} Gravity Collection Lane X18 in.
C-17 LF dia, 0' - G' depth}, complete in place per Lin~~r.FQot 238.33 $
Rehab Pipe Bursting} Gravity Collection Line t18 in.
C-1$ LF dia, G' - 8' depth}, complete in place per Linear Foot 238.33 ~
Rehab Pipe Bursting} Gravity Collection Line X18 in.
C-19 LF dia, 8' -10' depth}, complete in place per r F of 271.84 ~
Rehab Pipe Bursting} Gravity Collection Line X18 in.
C- 2~ LF dia,10' -12' depth}, complete in place per Lein ar t 271.84 ~
_ Rehab Cured-in-Place Pipe} Gravity Collection Line ~8
C- 21 LF in. dia.}, complete in place per Linear F t 84.70 $
Rehab Cured-in-Place Pipe} Gravity Collection Line X10
C- 22 LF in. dia.}, complete in place per Linear. Foot 95.70 $
Rehab Cured-in-Place Pipe} Gravity Collection Line X12
C- 23 LF in. dia.},complete in place per Linear F of 96.25 $
Rehab Cured-in-Place Pipe} Gravity Collection Line (15
C- 24 LF in. dia.}, complete in place per Linear Foat 124.03 ~
Rehab Cured-in-Place Pipe} Gravity Collection Line X18
C- 2S LF in. dia.}, complete in place per Linear Foot 134.75 $
Point Repair 8" Gravity Collection Line ~0-10 linear feet
C- 2G EA at 0' - G' depth}, complete in place per Each 12,155.89 ~
Point Repair 8" Gravity Collection Line ~0-10 lineax feet
C- 27 EA at G' - 8' depth}, complete in place per Each 12,840.$9 $
Addendum No. 2
Attachment 12
Page 12 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7441
REVISED FROFOSAL FORM
I II III IV V
Bid Item
BID
Qty & Unit
Descnptlon Unit Price in Extension (Qty
ITEM Figures x Unit Price} in
F' s
!'o~nt xepa~x ~" tsravtty Collection Line (U-1U near feet
C- 28 EA at 8' -10' depth},complete in place per Each 13,43G.89 ~
Point Repair 8" Gravity Collection Line ~0-10 linear feet
C- 29 EA at 10' -12' depth}, complete in place per Each 14,74G.89 ~
Additional Length Point Repair 8" Gravity Collection
C- 30 LF Line ~0' - G' Depth}, complete in place per ' e Foot G15.40 ~
Additional Length Point Repair 8" Gravity Collection
C- 31 LF Line tG' - 8' Depth}, complete in place per ' e r Fo t 685.00 $
Additional Length Point Repair 8" Gravity Collection
C- 32 LF Line ~$' -10' Depth}, complete in place per Linear Foot 715.00 ~
Additional Length Point Repair 8" Gravity Collection
C- 33 LF Line X10' -12' Depth}, complete in place per ' e r „Qot 788.00 $
Point Repair 10" Gravity Collection Line ~0-10 linear
C- 34 EA feet at 0' - G' depth}, complete in place per Each 12,720.89 $
Point Repair 10" Gravity Collection Luce ~0-10 linear
C- 35 EA feet at G' - 8' depth},complete in place per Each 13,503.70 ~
Point Repaix 10" Gravity Collection Line ~0-10 linear
C- 3G EA feet at 8' -10' depth}, complete in place pex ~ 14,961.89 ~
Point Repair 10" Gravity Collection Line (0-10 linear
C- 37 EA feet at 10' -12' depth}, complete in place per Each 1 G,134.89 ~
Additional Length Point Repair 10" Gravity Collection
C- 38 LF Line ~4' - G' Depth}, complete in place per Linear Foot G50.00 $
Additional Length Point Repair 10" Gravity Collection
C- 39 LF Line ~G' - 8' Depth}, complete in place per Linear Foot 478.52 ~
Additional Length Point Repair 10" Gravity Collection
C- 40 LF Line ~8' -10' Depth}, complete in place per Linear Foot 790.00 ~
Additional Length Point Repair 10" Gravity Collection
C- 41 LF Line X10' -12' Depth), complete in place per Linear Foot 810.00 $
Addendum No. 2
Attachment 12
Page 13 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 74(11
REVISED PROPOSAL FDRM
I II III N V
Bid Item
BID
ITEM
Qt3' & Unit Description Unit Price in Extension 4gty
Figures x Unit Price} ra
Fi es
Point Repair 12" Gravity Collection Line ~D-10 linear
C- 42 EA feet at 0' - G' depth}, complete in place per Each 13,970.89 ~ -
PointRepair 12" Gravity Collection Line ~0-10 linear
C- 43 EA feet at G' - $' depth}, complete in place per Each 14,853.70 ~ -
PointRepair 12" Gravity Collection Lane ~D-10 linear
C- 44 EA feet at 8' -10' depth}, complete in place per Each 1 G,38G.89 $ -
Point Repair 12" Gravity Collection Line ~D-10 linear
C- 45 EA feet at 10' -12' depth},complete in place per Each 17,GG9.89 $ -
Additional Length Point Repair 12" Gravity Collection
C- 4G LF Lane ~0' - G' Depth}, complete in place per Linear Foot 705.00 $ -
Additional Length Paint Repair 12" Gravity Collection
C- 47 LF Line ~G' - 8' Depth}, complete in place per Line Foot ~ 546.52 ~ -
Additional Length Point Repair 12" Gravity Collection
C- 48 LF Dine ~8' -10' Depth}, complete in place per 'ear Fo t 858.OD ~ -
Additional Length Point Repair 12" Gravity Collection
C- 49 LF Line X10' -12' Depth},.complete in place per Lineax Faot 878.00 $ -
Point Repaix 15" Gravity Collection Line ~0-10 linear
C- 50 EA feet at 0' - G' depth}, complete in place per Each 15,845.89 $ -
Point Repair 15" Gravity Collection Line ~0-10 linear
C- 51 EA feet at G' - 8' depth}, complete in place per Each 1 6,203.70 ~ -
Point Repair 15" Gravity Collection Line ~0-10-linear
C- 52 EA feet at 8' -10' depth}, complete in place per Each 17,811.89 $ -
Point Repair 15" Gravity Collection Line ~0-10 linear
C- 53 EA feet at 10' -12' depth}, complete in place pex E. ach 19,204.89 $ -
Additional Length Point Repair 15" Gravity Collection
C- 54 LF Dine ~0' - G' Depth}, complete in place per Linear Foot 810.00 ~ -
Additional Length Point Repair 15" Gravity Collection .
C- 55 LF Lire ~G' - S' Depth}, complete in place per Linear Foot 614.52 ~ -
Addendum Na. 2
Attachment 12
Page 14 of 35
Laguna Madre I I Santiaty Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 7401
REVISED PR~PaSAL FARM
~ II III IV v
Bid Item
BID
ITEM
Qty & Un1t Description ~ Unit Price in Extension Qty
,
F~g~ues x Unit FrYCe) m
F' res
Additional Length Paint Repair 15" Gravity Collection
C- 5G LF Line (8' -10' Depth}, complete in place pex Lnear,Foot 947.00 $ -
Additional Length Point Repair 15" Gravity Collection
C- 57 LF Line X10' -12' Depth}, complete in place per Line F of 996.00 $ -
Point Repair 18" Gravity Collection Line ~0-10 linear
C~ 58 EA feet at 0' - G' depth}, complete in place per Each 16,095.89 $ -
Point Repair 18" Gravity Collection Line ~0-10 linear
C- 59 EA feet at G' - 8' depth), complete in place per Each 17,553.70 $ -
Point Repairr 18" Gravity Collection Line ~0-10 linear
C- GO EA feet at 8' -10' depth), complete in place per Each 19,161.89 $ -
Point Repair 1$" Gravity Collection Line ~0-10 lineax
C- G1 EA feet at 10' -12' depth), complete in place pex Each 20,554.$9 $ -
Additional Length Point Repair 18" Gravity Collection
C- 62 LF Line ~0' - G' Depth}, complete in place per Linear Faot 928.00 $ -
Additional Length Point Repair 18" Gravity Collection
C- 63 LF Line t6' - 8' Depth}, complete in place per Linear Foot 996.00 $ -
Additional Length Paint Repair 18" Gravity Collection
C- G4 LF Line ~8' -10' Depth}, complete in place per Linear Foot 1,036.00 $ -
Additional Length Point Repair 18" Gravity Collection
C- G5 LF Line t10' -12' Depth), complete in place per Linear Foot 1,114.00 $ -
Remove and Replace $" Gravity Collection Line ~0' - 8'
C- GG LF Depth}, complete in place per Linear Foot 49.50 $ -
Remove and Replace S" Gravity Collection Line ~8' -10'
C- G7 LF Depth}, complete in place per Linear Foot 57.20 $ -
Remove and Replace 8" Gravity Collection Line X10' -
C- G8 LF 12' Depth), complete in place per Linear Foot 63.80 $ -
Remove and Replace 8" Gravity Collection Lane t> 1 Z'
C- G9 LF Depth}, complete in place per Lineax Foot 69.30 $ -
Addendum No. 2
Attachment 12
Page 1 S of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collec#ian Line
Replacement/ Rehabilitation
Project No. 7441
REVISED PROPOSAL FORM
I II III IV V
Bid Item
BID
Qt3' & Unit
Description Unit Price in Extension (Qty
ITEM
xgure
F• s x Uni ri
t P ce} xn
F' s
xemove and Hep~ace 1 U" Uxav~ty ~ollectfon Luce (U - ~'
C- 70 LF Depth}, complete in place per Linear Foot 55.00 $
Remove and Replace 1 D" Gravity Collection Line ~8' -
C- 71 LF 10' Depth}, complete in place per Linear Foot GD.50 $
Remove and Replace 10" Gravity Collection Line X10' -
C- 72 LF 12' Depth}, complete in place per Linear Foot G7.G0 $
Remove and Replace 10" Gravity Collection Line 4> 12'
C- 73 LF Depth}, complete in place per Linear Foot 72.G0 ~
Remove and Replace 12" Gravity Collection Line ~0' - 8'
C- 74 LF Depth}, complete in place per Linear Foot 59.40 $
Remove and Replace 12" Gravity Collection Line ~8' -
C- 75 LF 10' Depth}, complete in place per Linear Foat G4.90 $
Remove and Replace 12" Gravity Collection Line X10'
C- 7G LF 12' Depth}, complete in place per Linear Foot 70.40 $
Remove and Replace 12" Gravity Collection Line ~> 12'
C- 77 LF Depth}, complete in place per Linear Foot 77.00 $
Remove and Replace 15" Gravity Collection Line ~0' - $'
C- 78 LF Depth), complete in place per Linear Foot ?2.G0 $
Remove and Replace 15" Gravity Collection Line ~8' -
C- 79 LF 10' Depth}, complete in place per Linear Foot 82.50 $
Remove and Replace 15" Gravity Collection Line ~1 D' -
C- 80 LF 12' Depth), complete in place per Linear Fo t 89.14 $
Remove and Replace 15" Gravity Collection Line ~> 12'
C- 81 LF Depth}, complete in place per Lineax Foot 97.90 $
Remove and Replace 18" Gravity Collection Line ~D' - 8'
C- 82 LF Depth}, complete in place per Lin ar o t 88.00 $
Remove and Replace 18" Gravity Collection Lane ~8' -
C- 83 LF 10' Depth}, complete in place per Linear Foot 90.07 $
Addendum No. 2
Attachment 1 Z
Page 1G of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7401
REVISED PROPOSAL FARM
I II III N V
Bid Item
BID
Qty & Unit
Descrlptxon Unit Price in Extension ~QtY
ITEM Figures x Unit Priced in
F' es
Kemove and Replace ~ 8" C~xav~ty Collection Line ~1 U' ~-
C- 84 LF 12' Depth},complete in place per Linear Foat 103.77 $
Remove and Replace 18" Gravity Collection Line ~> 12'
C- 85 LF Depth}, complete in place per Linear Foot 135.00 $
C- 86 CY Hand Excavation, complete in place per Cubic Yard G05.00 $
Famish Vacuum Truck ~I'andem}, complete in place pex
C- 87 DAY 24 Hour Period 3,184.50 $
Furnish Vacuum Truck ~T'ankex}, complete in place per
C- 88 DAY 24 HQUr Period 3,300.D0 $
Service Lateral Replacement, complete in place per
C- 89 LF Linear Foot G0.9G $
Extra Depth over G Ft for Service Lateral Replacement,
C- 90 VF complete in place per Vertical Foot 104.17 $
Cut & Remove HMAC Pavement, complete in place pex
C- 91 SY Sure Yar 107.28 $
Restore HMAC Pavement Type D ~I'ype D HMAC=
C- 92 TQN Approx.110 LB/SY/IN}, complete in place per Ton 137.G3 $
Prime Coat MC-3D @ D.15 Gal/SY, complete in place
C- 93 GAL per G on 142.48 $
Cxushed Limestone Base (In-Place Measuxe, Variable
C- 94 CY Depth}, complete in place per Cubic Yaxd 74.25 $
Cut & Restore Concrete Pavement, complete in place
C- 95 CY per Cubic Yard 1,GOO.OD $
Well Painting Ter Linear Foot of Trench}, complete in
C- 9G LF place pex ~ ax Foo 179.00 $
Mobilization/Demobilization fox Well Pointing per Etch
C- 97 ~ EA Site cation 1,G50.00 $
Addendum No. 2
Attachment 12
Page ~7 of 35
Laguna Madre I i Santiaty Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 7441
REVISED PRGPGSAL F(3RM
I ~~ ~~~ Iv y
Bid Item
BID
ITEM & Unit D
Qty escr~pnan Unit Price in Extension Qty
Figures x Unit Price} in
F' es
Trench Safety for Collection Line Excavation ~5' to 8'
C- 98 LF Depth}, complete in place per Linear Foot 33.28 $ -
Trench Safety for Collection Line Excavation ~8' to 10'
C- 99 LF Depth}, complete in place per Line, Foot 1.95 $
Trench Safety fox Collection Line Excavation X10' to 12'
C- 100 LF Depth}, complete in place per Line~x Fovt 3.17 $ _
Trench Safety for Collection Line Excavation ~~ 12'
C- 101 LF Depth}, complete in place per Line o t 4.25 $ -
Televised Inspection of Conduits, complete in place per
C-102 LF Lineax Foot 5.50 $ -
All Necessary Pump Equipment for Control of
Wastewater Flows (Bypass of 8" Lines} All Depths},
C- 103 DAY complete in place pex 24 Hour Peri d 377,19 $ -
Pressure Pipe for Bypass of 8" Line, Complete in place
C-104 LF per Linear Foot 12.37 $ -
AllNecessary Pump Equipment fox Control of
Wastewater Flows Bypass of 10" Lines} All Depths},
C-105 DAY complete in place per 24 Hour Period 480.91 $ -
Pressure Pipe for Bypass of 10" Dine, Complete in place
C- 10G LF per Linear Foot 13.G1 $ -
AllNecessary Pump Equipment fox Control of
Wastewater Flows Bypass of 12" Lines) All Depths},
C- 107 DAY complete in place per 24 Hour Period 712.50 $ -
Pressure Pipe for Bypass of 12" Line, Complete in place
C-108 LF per Linear Faot 14.13 $ -
AllNecessary Pump Equipment fox Control of
Wastewater Flows Bypass of 15" Lines} All Depths},
C-109 DAY complete in place per 24 Hour Period 1,012.54 $
Pressure Pipe for Bypass of 15" Line, Complete in place
C- 110 LF per Linear F of 14.13 $ -
Addendum No. 2
Attachment 1 ~
Page 1$ of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. ?401
REVISED PRaPDSAL FDRM
I II III IV V
Bid Item
BID
ITEM ~ Unit
Q~ D
escrlptian Unit Price in Extension tQty
Figures x Unit Priced in
F' s
All Necessary Pump Equipment for Control of
Wastewater Flows Bypass of 18" Lines} All Depths},
C- 111 DAY complete in place per 2 Hour Peri 1,018.00 $ -
Pressure Pipe for Bypass of 18" Line, Complete in place
C- 112 LF per Linear Foot 14.13 $
Signing & Traffic Control Detail A}, complete in place
C- 113 DAY pex ,D.~a 127.88 $ -
Signing & Traffic Control Detail B}, complete in place
C- 114 DAY per Day 127.88 $ -
Signing & Traffic Control Detail C}, complete in place
C- 115 DAY per Day 127.8$ $ -
Sigrvng & Traffic Control Detail D}, complete in place
C- 11 G DAY per Dad 180.13 $ -
Signing & Traffic Control Detail E~, complete in place
C- 117 DAY per ,D~ G5.00 $ -
Signing & Traffic Control Detail F~, complete in place
C- 118 DAY ~ per ~ ~ 75.00 $ -
Signing & Traffic Control Detail G}, complete in place
C- 119 DAY per Day 115.00 $ -
Signing & Traffic Control ~DetaiI H}, complete in place
C- 120 DAY per ~ 70.00 $ -
Signing & Traffic Control Detail l}, complete in place
C- 121 DAY per ~T G5.00 $ -
Signing & Traffic Control (Detail ]}, complete in place
C- 122 DAY per ~ 121.00 $ -
Signing & Traffic Control (Detail K}, complete in place
C- 123 DAY per ~ G9.50 $ -
Signing & Traffic Control tDetail L}, complete in place
C- 124 DAY per Day 110.00 $ -
Addendum No. 2
Attachment 12
Page 19 of 35
Laguna Madre I I Santiary Sewer
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Project No. 740I
REVISED PROPOSAL FORM
I II III IV ~
Bid Item
BID
Q~ ~ Unit
Description Unit Price in
' Extension Qty
ITEM F
es x Unit Price in
Fi es
,ignmg ~ i rattic control (lleta:~ M~, complete m puce
C- 125 DAY per ~ 47.b7 ~
Signing & Traffic Control Detail N}, complete in place
C- 126 DAY per Day 180.00 ~
Signing & Traffic Control Detail 0}, complete in place
C- 127 DAY per ~ 120.00 $
Signing & Traffic Control Detail P}, complete in place
C- 128 DAY per ~ 147.13 ~
C~ 129 TBD Preparation of a Traffic Control Plan, Allowance TBD TBD
C- 130 DAY Flagger, complete in place per Day 21 b.DO
C- 131 TBD Staging Area, .Allowance TBD TBD
Removal & Replacement .of Barb Wire Fencing,
C• 132 LF complete in place per Linear Foot 38.50 ~
Removal & Replacement of Chain Link Fencing,
C- 133 LF complete in place per I~n_e,~x Foot 79.20 ~
Removal & Replacement of Wood Fencing, complete in
C- 134 LF place per in r F t 99.00 ~
Removal & Replacement of Masonry Fencing,
C- 135 TBD Allowance TBD TBD
All Weather Access Alley}, complete in place per ~
C- 136 SY Yard 49.50 ~
All Weather Access Residential},complete in place per
C- 137 SY SQUare Yard
T..~ ~~~ 54.9b $
All Weather Access Commercial}, complete in place per
C- 138 SY Scare Yard 82.50 $
Addendum No. Z
Attachment 12
Page 24 of 35
Laguna Madre I I Santiary Sewer
Manhole and Graoity Collection Line
Replacement/ Rehabilitation
Project No. T40I
REVISED PROPOSAL FORM
I II III ~ IV V
Bid Item
BID
ITEM & Unit
Q~ ~
Descnptron Unit Price in Extension (Qty
Figv~res x Unit Price} in
F' s
C-139 EA Tree Removal ~Up to $" Dia, Trunk}, complete per Earl 192.50 ~ -
Tree Removal ~Gxeater than 8" Dia. Trunk}, complete
C-140 EA per Each 275.00 $ -
Erosion Control - flock Sodding, complete in place per
C- 141 SY S uar Yard 13,g$ ~ -
Erosion Control -Spot Sodding, complete in place per
C-142 SY S uaxe Yard 10.50 $ -
Erosion Control-Silt .Fence and/or Silt Barrier, complete
C- 143 LF in place per Linear Foot 9.87 ~ _
C-144 EA Construction Exit, complete in place per Each 2,003.08 ~ -
C- 145 SF Repair Driveway, complete in place per S9~ Foot 7.07 $ -
C-146 SF Repair Sidewalk, complete in place per axe Faot 4.74 ~ -
Repair Curb and Gutter or Valley Gutter, complete in
C- 147 LF place per Laneax Foot 27.G4 ~
C- 148 EA Curb Ramp, complete in place per Each 514.85 $ -
. Boating & Encasing o~ Collection Line under State
C-149 LF Highway R4W, ~ 30" Dia., 301.78 $ -
Mobilization/Bonds/Insurance-0 to 30 Locations,
C-150 LS complete in place per Lum Sum 20,000.00 ~ -
Mobilization/Bonds/Insurance-31 to 75 Locations,
C-151 LS complete in place per L~ 35,000.00 $ -
Mobilization/$onds/Insuxance~75+ Locations, complete
C-152 LS in place per L~um 50,000.00 $
H & G Contractors, Inc. herewith certifies that the prices shown on this print-out far bid
items including any additive or deductive alternates} contained in this proposal are the
unit prices and no other Information from this price-out. H & G Contractors, Inc.
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 N} shown in this print-out by the respective estimated
qua~atities shown in the Proposal Column II} and then totaling the extended amounts.
rrr f ~~.
%~ ~`
Signa :Gary Garnett
Title: Vice President
Date: Apri12~, 249
Addendum No. 2
Attachment 12
~e 21 cif 35
Laguna padre ~ & = Saaitaxy Saver ~anbole
and gravity oolloc~ion line rePleoement/~cehebilitation
,~o~oc_t„ aa. 7441
~i~VIBSD PROPOSAL FOSS
`Coefficient to be Applied to ~Jnit Prices for Emergency Delivery Orders -C~
~ Please Indicate ~'actox Above ~
* Contractor's Coefficient to be Appl ~.ed to Unit Prices fax
Emergency Delivery Orders must be included by tie bidder, ~,~
accordance with Special Provision A--87, "Delivery Order Program",
A~~ ~o . a
ATTACIT I+1O. 1~
Pegs ~2 of 35
Manhole and Gravity Collection Dine
Replacement/ Rehabilitation
Project No. 7401
REVISED PROPOSAL FORM
Delivery Order Example Pacing Assessment
Manhole ID #1
I II III N V
Bid Item
BID Unit Price in Extension Qty
ITEM Q~' & Unit Description .
Frgures x Uiut Price} ~n
Fimues
BID ITEMS FOR MANHOLE REPLACEMENT/REHABILITATION
Remove and dispose exist. Wastewater manhole, per
M- 1 1 EA Each $ 1,241.50 $ 1,241.50
Replace San. Sew. MH ~G Ft Dia} ~0'-G' Depth}, complete
M~ G 1 EA in place per Each $ 8,605.36 $ 8,605.36
Extra Depth over G ft. for MH (G Ft. Dia Replace},
M- 7 7 VF complete in place per Vertical Foat $ 846.81 $ 5,927.67
Well Pointing (per linear foot of trench}, complete in
M- 27 25 LF place per Linear Foot $ 159.26 $ 3,981.50
Rehab (Cured-in-Place Pipe} Gravity Collection Line X12
C- 23 400 LF in. dia.}, complete in place per Linear Foot $ 96.25 $ 38,500.00
Mobilization/Demobilization for Well Pointing per Each
M- 28 ~ EA Site Location $ 1,650.00 $ 1,650.00
Trench Safety for Manhole Excavation ~> 12' Depth},
M- 32 1 EA complete in place per Each $ 1,210.00 $ 1,210.00
All Necessary Pump Equipment for Control of
Wastewater Flows Bypass of 8" Lines} All Depths},
M- 33 10 DAY complete in place per D~a ~ $ 437.19 $ 4,371.90
Pressure Pipe for Bypass of 8" Line, Complete in place
M- 34 500 LF per Linear Foot $ 12.37 $ 0,1$5.00
Cut & Restore Concrete Pavement, complete in place
M- 2G 1.8 CY per Cubic Yard $ 1,604.39 $ 2,887.90
Signing & Traffic Control Detail D}, complete in place
M- 4G 8 EA per ~ $ 180.13 $ 1,441.04
Erosion Control-Silt Fence and/or Silt Barrier, complete
M- 73 35 LF in place per Linear Foot $ 5.36 $ 187.60
Sub-total $ 76,189.47
Emergency Delivery Order Co-Efficient X 5.00% $ 3,809.47
Subtotal $ 79,998,95
Addendum 2
Attachment No.12
Page 23 of 35
- Manhole and Gravity Collection Line
Replacement/Rehabilitation
Pro ject No. 7401
REVISED PR~P~SAL FORM
Manhole ID #Z
I II III N v
Bid Item
BID Unit Price in Extension (Qty
ITEM Q~ & Unit Description ,
Figures x Unit Pnce~ to
F' es
BID ITEMS FAR MANHQLE REPLACEMENT/REHABILITATIaN
Remove and dispose exist.~Wastewater manhole, per
M- 1 1 EA Each $ 1,D40.50 $ 1,040.50
Replace San. Sew. MH ~5 Ft Dia} ~0'-G' Depth), complete
M- 4 1 EA in place pex Each $ 7,840.84 $ 7,840.84
Extra Depth over G ft. for MH ~5 Ft. Dia Replace},
M- 5 3 VF complete in place per Vertical Foot $ 886.56 $ 2,659.68
Extra Depth over G ft. for MH Corbel
Removal/Replacement ~5 Ft. Dia. Rehab}, complete in
M- 13 3 VF place per Vertical Foot $ 886.56 $ 2,659.68
M- 18 1 DAY Furnish Vacuum Truck ~'I'andem}, per Z4 Hour Period $ 3,184.50 $ 3,184.5D
Trench Safety fox Manhole Excavation ~8' to 10' depth,
M- 30 1 EA complete in place per Each $ 880.00 $ 88DAD
Service Lateral Replacement, complete in place per
M- 20 15 LF Linear Foot $ 61.51 $ 922.65
Extra Depth over G ft for Service Lateral Replacement,
M- 20 3 VF complete in place per Vertical Foot $ 104.17 $ 312.51
Cut & Restore Pavement HMAC Pavement, complete in
M- 22 9 SY place per Saute and $ 217.42 $ 1,956.78
Restore HMAC Pavement Type D Type D
HMAC=Approx.110 LB/SY/IN), complete in place per
M- 23 3 TQN Ton $ 181.5D $ 544.50
Prime Coat MC-30 ~a 0.15 Gal/SY, complete in place
M- 24 1.4 GAL per Gallon $ 120.00 $ 1 G8.OD
Crushed Limestone Base ~In-Place Measure, Variable
M- 25 1.5 CY Depth}, complete in place per Cubic Yard $ 88.00 $ 132.00
Signing & Traffic Control (Detail L}, complete in place
M- 53 8 DAY per Dia rr $ 110.00 $ 880.DD
Erosion Control-Silt Fence and/ox Silt Barrier, complete
M- 70 30 LF in place per Linear Foot $ 6.05 $ 1$1.50
Subtotal $ 23,363.14
Addendum No. 2
Attachment No.12
Page 24 of 35
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7401
REVISED PRCfPQSAL FGRM
Manhole ID #3
I II III IV V
Bid Item
BID
~t3' & Unit
Description Unit Price inn
' Extension ~~ty
ITEM
. F
res
~ x Unit Price in
~
F' es
BID ITEMS FDR MANHULE REPLACEMENT/REHABILITATIQN
Rehab ~FRP~ San. Sew. MH ~5 Ft Dia} ~0'-G' Depth},
M- 11 1 EA - complete in place per Each $ 7,575.88 $~ 7,575.88
Extra Depth over G ft. for MH ~5 Ft Dia. Rehab},
M- 12 3 VF complete in place per Vertical Foot $ 775.46 $ 2,32G.38
Extra Depth over G ft. for MH Corbel
Removal/Replacement ~5 Ft. Dia. Rehab}, complete in
M-13 3 VF place per Vertical Foot $ 775.4G $ 2,32G.38
Trench Safety for Manhole Excavation ~8' to 10' depth},
M- 30 1 EA complete in place per Each $ 880.00 $ 880.00
All Necessary Pump Equipment for Control of
Wastewater Flows (Bypass of 15" Lines} All Depths),
M- 39 8 DAY complete in place per Day $ 1,012.50 $ 8,100.00
Pressure Pipe for Bypass of 15" Line, Complete in place
M- 40 500 LF per Linear Foot $ 14.13 $ 7,OG5.00
Removal & Replacement of Chain Link Fencing,
M- 63 25 LF complete i~ place per Linear Foot $ 79.20 $ 1,980.00
Erosion Control -Block Sodding, complete in place per
M- 71 35 SY S ware Y rd $ 21.02 $ 735.70
Signing & Traffic Control Detail K}, complete in place
M- 53 8 DAY per ~ $ 107.28 $ 858.24
Erosion Control-Silt Fence and/or Silt Barrier, complete
M- 73 25 LF in place per Linear Foot $ 7.00 $ 175.00
Repair Curb and Gutter or Valley Gutter, complete in
M- 77 15 LF place per Linear Foot $ 33.89 $ 508.35
M- '15 150 SF Repaix Driveway, complete in place per S ware Foot $ 7.07 $ 1,460.50
All Weather Access ~Residential~, complete in place per
M- d7 17 SY Square Yard $ 54.96 $ 934.32
M- 76 100 SF Repair Sidewalk, complete in place per Square-Foot $ 6.59 $ 659.00
Subtotal $ 35,184.75
Addendum No. 2
Attachment No.12
Page 25 of 25
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7401
REVISED PR4PGSAL FDRM .
Manhole ID #4
I II III IV ---- v
Bid Item
BID Unit Price in Extension Qty
ITEM Q~ ~ Unit Descrtptton F' es x '
~gur Uiut PMCe} ~n
F' es
BID ITEMS FOR MANHOLE REPLACEMENT/REHABILITATION
Rehab ~FRP} San. Sevv. MH ~4 Ft Dia} ~0'-G' Depth},
M- 8 1 EA complete in place per Each $ 5,771.84 $ 5,771.84
Trench Safety for Manhole Excavation ~5' to 8' depth},
M- 29 1 EA complete in place per Each $ 440.00 $ 440.00
M-19 1 DAY Furnish Vacuum Truck Tanker}, per 24 Hour Period $ 3,300.00 $ 3,300.00
Cut & restore Pavement HMAC Pavement, complete in
M- 20 7 SY place per S ware Yard $ 230.84 $ 1,G15.88
Restore HMAC Pavement Type D 'Type D
HMAC=Approx.110 LB/SY/IN}, complete in place per
M- 21 2.3 TAN Ton $ 203.27 $ 4G7.52
Prime Coat MC-30 (~ 0.15 Gal/SY, complete in place
M- 22 1.1 GAL pex G on $ 151.83 $ 1 G7.01
Crushed Limestone Base ~In-Place Measure, Variable
M- 23 1.2 CY Depth}, complete in place per Cubic Yard $ 110.00 $ 132.00
Tree Removal Greater than 8" Dia. Trunk), complete
M- 70 1 EA per Each $ 275.00 $ 275.00
Erosion Control -Block Sodding, complete in place per
M- 71 G3 SY SQ~ and $ 11.93 $ 751.59
Erosion Control-Silt Fence and/or Silt Barrier, complete
M- 73 25 LF in place per Linear Foot $ 7.00 $ 175.00
Signuig & Traffic Control ~Detaii P}, complete in place
M- 58 8 DAY per ~ $ 147.13 $ 1,177.04
M- 60 8 DAY Flagger, complete in place per ~r ~ $ Z1G.00 $ 1,725.00
M- ?8 1 EA Curb Ramp, complete in place per Each $ G53.4G $ G53.4G
M- 76 GO SF Repair Sidewalk, complete in place per are Foot $ 9.19 $ 551.40
Repaix Cuxb and Guttex or Valley Gutter, complete in
M- 77 15 LF place per Linear Foot $ 33.89 $ 508.35
Subtotal $ 17,714.09
Addendum No. 2
Attachment No.12
Page 2G of 35
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7401
REVISED PR4P~SAL FARM
Manhole ID #5 . .
I II III IV V
Bid Item
BID
Qry ~ Unit
Description Unit Price in Extension Qty
ITEM
. F' res
~gu x Unit P ' '
Mce} in
F' es
BII~ ITEMS FUR MANHOLE REPLACEMENT/REHABILITATIUN
Remove and dispose exist. Wastewater manhole, per
M- 1 1 EA Each $ 839.50 $ 839.50
Replace San. Sew. MH ~4 Ft Dia ~0'-G' Depth},complete
M- 2 1 EA in place per Each $ 5,094.60 $ 5,094.60
Extra Depth over G ft. for MH ~4 Ft. Dia Replace},
M- 3 3 VF complete in place per Vertical Foot $ 640.50 $ 1,921.50
Trench Safety for Manhole Excavation ($' to 10' depth},
M- 30 1 EA complete ha place per ach $ 440.OD $ 440.00
All Necessary Pump Equipment for Control of
Wastewater Flows Bypass of 12" Lines} All Depths},
M- 37 7 DAY complete in place per Dad $ 712.50 $ 4,987.50
Pressure Pipe far Bypass of 12" Line, Complete in place
M- 38 500 LF pex Linear Foot $ 14.13 $ 7,065.00
Removal & Replacement of Wvod Fencing, complete in
M- 64 20 LF place pex Linear Foot $ 99.00 $ 1,980.00
M- b9 2 EA Tree Removal ~Up to 8" Dia. Trunk},complete pex Each $ 192.50 $ 385.00
M- 74 1 EA Construction Exit, complete in place pex Each $ 2,003.68 $ 2,003.68
Erosion Cvntrol -Block Sodding, complete in place per
M- 71 25 5Y Sp~-Yard $ 17.75 $ 443.75
Erosion Control-Silt Fence and/or Silt Barrier, compalce
M- 73 20 LF in place per Linear Foot $ 8.43 $ 1 GS.GO
Subtotal $ 25,329.13
Addendum No. 2
Attachment No.12
Page 27 of 35
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7401
REVISED PRaPOSAL FARM
Pine Burs
I II III IV V
Bid Item
BID
Q~ ~ Umt
Description Unit Price in Extension Qty
ITEM F,
figures ,
x Unit Prtce} m
F' s
Rehab Pipe Bursting Gravity Collection Line ~$ in. dia,
C- 1 200 LF 0-G' depth}, complete in place per Linear Fiat $ 73.15 ~ 14,630.00
Service Lateral Replacement, complete in place per
C- 89 20 LF Linear Foot $ GO.G9 ~ 1,213.80
Cut & Remove HMAC Pavement, complete in place per
C- 91 3G SY S~ and ~ 53.69 ~ 1,932.84
Restore HMAC Pavement Type D Type D
HMAC=Appxox.110 LB/SY/IN}, complete in place per
C- 92 12 T4N Ton $ 121.92 $ 1,463.04
Prime Coat MC-30 ~ 0.15 Gal/SY, complete in place
C- 93 5.4 GAL per Gallon $ 63.82 ~ 344.63
Crushed Limestone Base ~n-Place Measwre, Vaxiable
C- 94 G CY Depth}, complete in place per C bi and $ GG.00 $ 396.00
Trench Safety for Collection Line Excavation ~5' to 8'
C- 98 200 LF depth}, complete in place per Linear F of ~ 6:05 ~ 1,210.00
All Necessary Pump Equipment fox Control of
Wastewater Flows Bypass of 8" Lines} All Depths},
C-103 10 DAY complete in place per .D~a $ 377.19 3,771.90
Pressure Pipe for Bypass of 8" Line, Complete in place
C-104 500 LF per Linear Foot $ 12.37 ~ 6,185.00
Signing & Traffic Control Detail A}, complete in place
C-113 $ DAY per ~ $ 127.$$ ~ 1,023.04
Erosion Control-Silt Fence and/or Silt Barrier, complete
C-143 200 LF in place per Linear Faot ~ 4.14 $ 828.00
Subtotal $ 32,998.25
ADDENDUM N0.2
ATTACHMENT ND.12
Page 28 of 35
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Pro ject No. 7401
REVISED PRQPaSAL FARM
Paint Re aix #1
I II III IV V
Bid Item
BID & Unit
~~' Descri lion
p Unit PMCe in Extension Qty
ITEM Fi es
gur x Unit Pric '
e) ua
Fi es
rvtnt xepair .t u.. gravity ~ouec~on .~sne ~u- ~ u linear
C- 35 1 EA feet at G' - 8' depth), complete in place per Each $ 13,503.70 $ 13,503.70
Additional Length Point Repair 10" Gravity Collection
C- 39 15 LF Line ~G' - $' Depth}, complete in place per Linear Fvot $ 478.52 $ 7,177.80
Service Lateral Replacement, complete in place per
C- 89 20 LF Linear Foot $ GO.G9 $ 1,213.80
D~Iell Pointing (Per Linear Fdot of Trench), complete in
C- 9G 25 LF place per Linear Foo $ 159.26 $ 3,981.50
Mobilization/Demobilization for Well Pointing per Each
C- 97 1 EA Site Location $ 1,650.00 $ 1,650.00
Trench Safety far Collection Line Excavation ~5' to 8'
C- 98 25 LF depth}, complete in place per Linear Foot $ 24.20 $ 605.00
All Necessary Pump Equipment for Control of
Wastewater Flows Bypass of 10" Lines} All Depths),
C-105 2 DAY complete in place per ~ $ 497.19 $ 994.38
Pressure Pipe for Bypass of 10" Line, Complete in place
C-106 500 LF per Linear oot ~ 12.37 $ 6,185.00
Removal & Replacement of V~lood Fencing, complete in
C-134 GO LF place per Linear Foot $ 36.67 $ 2,200.20
C-139 1 EA Tree Removal (Up to 8" Dia. Trunk}, complete per Epic $ 192.50 $ 192.50
Erosion Control -Spot Sodding, complete in place per
C-14Z 50 SY S ware Yard $ 9.15 $ 457.50
Erosion Control-Silt Fence and/or Silt Barrier, complete
C-143 20 LF in place per Linear Foot $ 15.60 $ 312.00
C-144 1 EA Construction Exit, complete in place per Each $ 2,003.68 $ 2,003.68
Subtotal $ 40,477.06
Addendum No. 2
Attachment No.12
Page 29 of 35
Manhole and Gravity Collection Line
Replacement/Rehabilitation
Project No. 7401
REVISED PRGPDSAL FGRM
Point Revair #2
I ~~ III __ Iv v
Bid Item
BID ~ Unit
~~
Description Unit Price in Extension (qty
ITEM Figures x Unit Price} in
F' es
Point Repair 8" Gravity Collection Line ~0-10 linear feet
C- 2G 1 EA at 0' - 6' depth}, complete in place per Each ~ 12,155.89 $ 12,155.89
Cut & Restore Pavement HMAC Pavement, complete in
C- 91 10 SY place pex S are Yard $ 1G0.$7 ~ 1,G08.70
Restore HMAC Pavement Type D Type D
HMAC-Approx.110 LB/SY/IN}, complete in place per
C- 9Z 3.3 TnN Ton ~ 153.34 ~ 50G.02
Prime Coat MC-30 a~ 0.15 Gal/SY, complete in place
C- 93 1.5 GAL pex G lion ~ 221..14 ~ 331.71
Cxushed Limestone Base (In-Place Measure, Variable
C- 94 1.G CY Depth}, complete in place per is Y d ~ 82.50 ~ 132.00
C- 88 1 DAY Furnish Vaccum Truck ~T'anker},pex 2 - oux Peri d $ 3,340.00 ~ _
3,304.00
Well Pointing Per Linear Foot of Trench}, complete in
C- 9G 10 LF place per Linear Foot ~ 179.00 ~ 1,790.00
Mobilization/Demobilization for Well Pointing per Each
C- 97 1 EA Si e Location ~ 1,G50.00 ~ 1,G50.00
Trench Safety for Collection Line Excavation ~5' to 8'
C- 98 10 LF Depth}, complete in place pex Linear Foot ~ 60.50 ~ G05.00
Signing & Txaffic Control Detail J}, complete in place
C-122 5 DAY pex ~ ~ 121.00 $ G05.00
Tree Removal Greater than $" Dia. Trunk}, complete
C-140 1 EA pex Each $ 275.00 ~ 275.00
Erosion Control-Silt Fence and/ox Silt Barrier, compalce
C-143 20 LF in place per Linear Foot $ 15.G0 $ 312.00
Service Latexal Replacement, complete in place per
C- 89 20 LF Lin ~r Foot $ GO. G9 $ 1,213.80
C-144 1 EA Construction Exit, complete in place per Each ~ 2,003.G$ $ 2,003.G8
Sub-total $ 2G,488.80
Emergency Delivery Under Co-Efficient X 5.04% $ 1,324.44
Subtotal ~ 27,813.24
Addendum No. 2
Attachment No. t2
Page 30 Of 35
Manhole and Gravity Collection Line
Replacement/ Rehabilitation
Pro ject No. 7401
REVISED PRQPGSAL FGRM
Remove and Re lace Manhole and Gravi Collection Line
I II III IV V
Bid Item
BID Unit Price in Extension Qty
ITEM Qty & Unit Description .
FXgures x Unit PMCe) ~n
F' s
Remove and dispose exist. Wastewater manhole, per
M- 1 3 EA Each ~ 1,710.82 $ 5,132.46
Replace San. Sew. MH ~G Ft Dia} ~0'-G' Depth}, complete
M- G 3 EA in place per Each $ 8,851.08 $ 26,553.24
Extra Depth over G ft. for MH ~G Ft. Dia Replace},
M- 7 9 VF camplete in place per Vertical Foot $ 969.06 $ 8,721,54
Trench Safety for Manhole Excavation (10' to 12' depth},
M- 31 3 EA complete in place per Each $ 403.34 $ 1,210.02
All Necessary Pump Equipment for Control of
wastewater Flows Bypass of 18" Lines} All Depths},
M- 41 30 DAY complete in place per Dad $ 1,018.00 $ 30,540.00
Pressure Pipe for Bypass of 18" Line, Complete in place
M- 42 500 LF per Linear Foot $ 14.13 $ 7,065.00
Signing & Traffic Control Detail M}, complete in place
M- 55 30 DAY per ~ $ 47.67 $ 1,430.10
Erosion Control -Block Sodding, complete in place per
M- 71 657 SY SQL Yard $ 4.81 $ 3,160.17
Repair Curb and Gutter or Valley Guttex, complete in
M- 77 592 LF place per Linear Foot $ 15.15 $ 8,968.80
Remove and Replace 18" Gravity Collection Lane ~8' -
C- 83 381 LF 10' Depth}, complete in place per Linear Fo t $ 90.07 $ 34,316.67
Remove and Replace 18" Gravity Collection Line X10' -
C- 84 469 LF . 12' Depth}, complete in place per Linear Foot $ 103.77 $ 48,668.13
Trench Safety for Collection Line Excavation ~8' to 10'
C- 99 384 LF Depth}, complete in place per Linear Foot $ 1.95 $ 748.80
Trench Safety for Collection Line Excavation X10' to 12'
C-1 DO 469 LF Depth}, complete in place per Linear Fvot $ 3.17 $ 1,486.73
Signing & Traffic Control Detail K}, complete in place
C-123 20 DAY per .D..~a $ 22.00 $ 440.00
C-130 15 DAY Flagger, complete in place per ,D~a rr $ 216.00 $ 3,240.OD
C-139 1 EA Txee Removal ~Up to 8" Dia. Trunk}, complete per Each $ 192.54 $ 192.50
C-148 2 EA Curb Ramp, complete in place per Etch $ 514.85 $ 1,029.70
Boring & Encasing of Collection Line under State
C-149 259 LF Highway ROW, < 30" Dia., per ar F of $ 361.78 $ 93,701.02
C-146 2955 SF Repair Sidewalk, complete in place per S u e Foot $ 4.74 $ 14,006.70
Subtotal $ 290,611.58
Addendum No. 2
Attachment No.12
Page 31`af 35
Manhole and Gravity Collection I~ne
Replacement/ Rehabilitarian
Project No. 7401
REVISED PRGPGSAL FGRM
Grand Total for Delivery Qrder Pricing Assessment
No.1 thro h No. 8
Manhole ID#1-Subtotal $ 79,998.95
Manhole ID #2 • Subtotal $ 23,3G3.14
Manhole ID #3 -Subtotal $ 35,184.75
Manhole ID #4 -Subtotal $ 17,714.09
Manhole ID #5 -Subtotal $ 25,329.13
Pi Burs ' -Subtotal $ 32,998.25
Point Re air #1-Subtotal $ 40,477.OG
Point Re air #2 -Subtotal $ 27,813.24
Removal and Re lace Manhole and Gravi Collection Line $ 290,G11.58
Mobilisation -Bonds -Insurance H $ 4,OOD.UO
Mobilization -Bonds -Insurance Coll. Lines} $ 3,300.DD
Total Pricing Assessment Bid $ 580,790.19
Addendum Na. 2
Attachment No.12
Page 32 of 35
Lagw~a l~adxo ~ & I ~a~.tary Sewer ~a~nhola
sad Qravity colleaeion lin® rop~aaemer~t/rshabi~~.tativa
pr~~,+~-e~ ,~a. 741
RRVIB~D PROP0~1L FORS
The undersigned hereby declares that he has visited the site and has carefully examined the plans,
specifica~ons and contract documents relating to the work covered by his bid or bids, that he agrees
to do the work, and that na representations made by the City are in any sense a warranty but are mere
estunates for the guidance of the Contractor.
Upon not cation of award of contract, we will within ten ~l~}calendar days execute
the formal contract and will deliver a Performance Bond (as required} for the fa~Ih~l performance of
this contract and a Payment Bond (as required to insure payment for all lobar and materials. The bid
bond attached to this proposal, in the amount of S~/~ of tha 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,
MinorttylMl~orlty Business Enterpr~e ~articigation: The apparent law bidder
shall, within two days (five days for Conl~rractors outside NueceS County) of receipt of bids, submit to
the City Fmgineer, in wrung, the name's and addressor of MBB firms participating in the contract and
a description of the work to be performed and its dollar value for bid evaluation purpose.
Number of Sfgned Sets of Documents: The contract and a!l bonds will be prepared
in not less than four counterpart original signed} sets.
Time of Coanptetiion: The working time for completion of the Project shall be as
specified in each Delivery Crdor to this contract and will be based an a production rate of
approximately ten (10} calendar days per manhole to~ be replaced, seven (7} calendar days per
manhole to be rehabilitated, I~ive (S}calendar days per ~D linear feet ~F} of gravity collection line
point repairs and one (l ~ calendar day per 241inear feet (LF} of gravity collection line pipe bursting.
The undersigned further declares that he will provide alt necessary tools and
apparatus, do all the work and furnish all materials and do everything required to carry out the above
mentioned work covered by this proposal, in strict accordance with the contract documents and the
requirements pertaining thereto, for the sum or sums above set Earth.
Receipt of the following addenda is acknowledged (addenda number}:
4- 9y
~tespectfully submitted;
Name: H & G C~or~tractors In+c.
By; ~~
~ SIGNAT~j
~SEAta - if Bidder is a Corporation} Address: ,~,,,~. ~ 1n~ r ~-~ r 78464 ~
(P.D. Bax~ (Street}
~ 225 Road
(City) (State} (Zip} C. C. ~ Tx 78409
Telephone;
4
N4T~: Da not detach bid from other papers.
Fill in with ink and submit complete with attached papers. PR(7194}
ADDD~ NQ. ~
A~TAC~ N4. la
Page 33 of 35
The Contractor will commence work within ten Flo} calendar
days from date they receive written work order. The r~orkinq tixae
for completion of the Project shall be as specified in each
Delivery order to this contract and gill be based on a production
rate of approximately ten ~ 14 y calendar days per manhole to be
replacedr seven ~7~ calendar days per manhole to be rehabilitated,
five ~5~ calendar days per 24 linear feet tLF~ of gravity
collection line point repairs and one ~1~ calendar day per 24
linear feet 4LFy of gravity collection line pipe bursting. 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.
. ~ _
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Agreement
Page 2 o f 3
ATTE
City Secretary
APPROVED S TO LE FO
r
By:
Asst. City torney
ww~- - °
CITY~4F CORPUS CHRISTI
By'
Oscar Martinez
Assistant City Manager
By~
Pete Anaya, P.E.
Director ~f Engineering Services
CgNTRACTgR
H & G Contractors Inc .
By:
Title : ~~ /~G~`~f~~~~
1225 SOUTHERN MINERALS RD.
Address}
CgRPUS CHRISTI, TX 78409
City} State} ~ZTP}
361/289-2556 * 361/289-2757
tPhone} Fax}
~*,~.~ ~~~ AUTHOftitEA
Rl' COtfRCll...,~.~v~.~~~q
.~.:~
s~c~tE~~uty ~-h
Agreement
Page 3 o f 3
~' r
`' ;Y
!: '
}: ._
'. µ~
i!
PERFORMANCE BOND
STATE OF TEXAS §
COUNTY OF NUECES §
BOND No. 23D4739
~CNOW ALL BY THESE PRESENTS:
THAT H & G Contractors InC. of NUECES County, Texas,
hereinafter called "Principal", and INSURANCE COMPANY OF THE WEST * a
corporation organized under the laws of the State of CAL~FORN:TA ,
and duly authorized to do business in the State of Texas,
hereinafter called "Surety", are held and firmly bound unto the
City of Carpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City", in the penal sum of ONE MILLION,
FOUR HUNDRED THOUSAND AND NO/100 ~$1 d00 044,OOy 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 JULY 20 09 a copy of which is
hereto attached and made a part hereof, for the construction of:
LAGUNA I+~iADRE I ~I SANITARY SEWER MANHOLB AND
GRAVITY COLLECTION LINE REPLACEMENT/REHABILITATION
PROJECT NO, 7401
(TOTAL AMOUNT AWARDED: $1,444,400.44
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 band, 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 there~~nder.
P~rf~,~rm~rlc,e Bold
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This bond is given to meet the requirements of Article 5I6D,
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 mad be had
in matters arising nut 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 22ND
day of JULY ~o D9 •
PRINCIPAL
gy.
(Pri~it 1
ATTEST
~~~e~
L=~~~i~~ ~,~~~1~
Print Name & Tit~.e}
SURETY
/7 GG~lLC/.CJ.
INSURANCE COMPANY OF THE WEST
INDEPENDENCE CASUAL`L'Y & SURETY Co.
By:
- ~:
Attorney- fact ,~ R ~-~ .~ ..,
~;°
MARY ELLE OGRE ..:.. ` .- .
r.
(Print Name}
w~Vea.4 lL
~.
@~~; SWANTNER & GORDON INSURANCE AGENCY
Contact Person: MARY ELLEN M04RE
Addar'ess ; P .0 . BOX 8 74
CORPUS CHRISTI, `T`EXAS 7S4D3
rr•~i ir~~rrr~r~~~ru+~+r~~.~r~m.rrrri~Ar r ~~.rir•~~~.ir~~n~rrrnrn~i~mn..iomiirr~
Phone Number: 361--853-17].1
[N~T~: Date of Performance Band mush not be prior to date r.~f ~~vr~r.r.act) (Redss~d ,3I~~~
Performance Bond
PayP ~ o f 2
~ ,
STATE 4F TEXAS §
COUNTY OF NUECES §
BAND NQ. ~3Q4?39
KNOW ALL BY THESE PRESENTS:
~~ THAT H ~ G Contractors Inc, of NUECES County, Texas,
hereinafter called "Principal", and INSURANCE COriPANY of rI'HE WEST
-
'~'' a corporation organized under the laws of the State of cALIFORNZA
and duly authorized to do business in the State of Texas,
~,~; hereinafter called "Buret ", are held and firml b
y y ound unto the
City of Corpus Christi, a municipal corporation of Nueces Count
Y,
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 ONE
_____
LLION FOUR HUNDRED THOUSAND AND No/100 ~$~400,000.00~ DOLLARS
~~ lawful money of the United States, to be aid in Nueces C
~.__ p aunty,
'~~ Texas, for the payment of which sum well and truly to be made we
bind ourselves, our heirs, executors, administrators and
~~~ successors, faintly and severally, firmly by these presents:
_ *INDEPENDENCE CASUALTY ~ SURETY Ca.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
~~~ Chrlstl, dated the 21ST day JULY 20 09 , a copy of which is
hereto attached and made a part hereof, for the construction of:
LAGUNA MADRE r~I SANITARY sEwER MANHOLE AND
GRAVITY COLLECTION LINE REFLACLMENT/REHABILITATION
PRaJECT No . ~ 4 o i
TOTAL AMOUNT AWARDED; $1,400,000,00y
?:~ NQW, 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 Count Texa
b, y, s .
.x
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 la
p ns
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereb
Y
waive notice of any such change, extension of time, alteration or
addition to the terms of the contract, ar to the work to be
performed thereunder.
PAYMENT SAND
Payment B{end
Page 1 of 2
~'
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This bond is given
Vernon's Civil Statutes
the State of Texas. Th
as used herein are in
Article.
to meet the requirements of Article 5160,
of Texas, and other applicable statutes of
e terms "Claimant", "Labor" and "Material",
accordance with and as defined in said
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 wham 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 ji~TITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the ~~ND
day o f JULY Z Q 09
PRINCIPAL
H & G CGN`.CRACTQRS, INC.
By'
~Prin'~ Name & ~'itie}
~~ ATTEST
•
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Print Name & Title} ; ,~
. -•~~~
SURETY ~ .
.:~ INSURANCE COMPANY OF THE WEST
INDEPENDENCE CASUALTY & SURETY Co.
;.`/
By
.,', ~ -
Attorneyy -fact - .~
MARY ELI MooRE - .~' N~ ~~~
J
;Print Name} ~ ~~„~ -
-
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;z AgenG'y: SWANTNER & GCRDON INSURANCE AGENCY
CantaCt Person: MARY ELLEN MoORE
~te~8: P.Q. BoX 870
~:~
CURPUS CHR~STT `T'EXAS 78403
Phone Number: .361-883-1711
t
-t •;"r'~'i F : Date ~:~f ~aymPnt Hond must not k;p pxior_ ~o ~~ate of cent rant) (Hes~ri.~ed 3I~~;
Payment 3on;~
P a c~ e 2 o f~
.l
No. 0004471
ICW GROUP
Power of Attorney
Insurance Company of the West
Explorer Insurance Company Independence Casualty and Surety Company
KNOW ALL MEN BY THESE PRESENTS: That insurance Company of floe West, a Corporation duly organized under the laws of the State of California, Explorer
Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized
under the laws of the State of Texas, (collectively referred to as the "Companies"), do hereby appoint
H.M. CANTWELL, AMY SHUMATE, TAMI J. DUNCAN, R.M. LEE, MARY ELLEN MOORS
their true and lawful Attomey(s}in-Fact with authority to date, execute, sign, seal, and deliver on behalf of the Companies, fidelity and surety bonds, undertakings, and other
similar contracts of suretyship, and any related documents.
In witness whereof, the Companies have caused these presents to be executed by its duly authorized officers this 2nd day of January, 2008.
a ,•'~ ~5 ~N~~ ~~ ~vd
ca+~P'~r
a~ ~~ti ~ •~aaa,~ fi ~, Cf `~G
acOrpaMTFO ¢ ~ c-° ~~ e' ° ~ ~ x INSURANCE COMPANY OF THE WEST
~ ~ ~ 0 o SEAL e ~ ~ ~ ,~ a EXPLORER INSURANCE COMPANY
'+ 1, ~~' ~'~ '~, ~~ b ' ~ a ~ INDEPENDENCE CASUALTY AND SURETY COMPANY
~~ ~
~~~
Jeffrey D. Sweeney, Assistant Secretary
State of California
ss.
County of San Diego
J. Douglas Browne, Senior Vice President
On January 2, 2008, before me, Mary Cobb, Notary Public, personally appeared J. Douglas Browne and Jeffrey D. Sweeney, who proved to me an the basis of satisfactory
evidence to be the persons} whose names) islare subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and
that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
Witness my hand and official seal.
MNiY C0~
v M[~TA~F~Y ~ ~1~h80S990 ~
~ SA OI~~OtbcnE~xp~ '~
!Il~~1'FR ~0. i~DD~
Mary Cobb, Notary Public
RESOLUTIONS
This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective
Boards of Directors of each of the Companies:
"RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are
hereby authorized to execute Powers of Attorney appointing the persons) named as Attomey(s}in-Fact to date, execute, sign, seal, and deliver on
behalf of the Company, fidelity and surety bands, undertakings, and other similar contracts of suretyship, and any related documents.
RESOLVED FURTHER: That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and
current status of the appointment, may be facsimile representations of those signatures; and the signature and seal of any notary, and the seal of the
Company, maybe facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if
manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying."
CERTIFICATE
I, the undersigned, Assistant Secretary of Insurance Company of the West, Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certify
that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the respective Boards of
Directors of the Companies, and are now in full force.
IN WITNESS WHEREOF, I have set my hand this 2 2ND day of JULY 2 ~ D9
Jeffrey D, Sweeney, Assistant Secretary
To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division, Please refer to the Power of Attorney Number, the above
named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, ICW Group, 11455 El Camino
Real, San Diego, CA 92130-2445 or call (8S8) 350-2400.
This Power is in full farce and effect until revoked
' ® F
CARD ERTIFI ATE LIABILITY INSURANCE DPiD HESH
C ~ ~F DATE ~MMIDDmrYY~
HGCONCI o7 22 09
PRV~UCER THIS CERTIFICATE iS ISSUED A5 A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Swantner & Gordon Ins Agcy-CC HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR
PO Box 870 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Corpus Christi TX 78403-0870
Phone: 361-883-1711 Fax: 361-844-0101 INSURERS AFFORDING COVERAGE NAIC #
INSURED
H ~ G C
t
t
I IN5URERA; Valle For a Iasuranc@ Co 20508
ors
on
rac
nc.
`
H , b , G ,Oilfield SeiwiCes , a INSURER B: American Cas Co Readin PA. 2042?
Da.vision of H ~ G Contractors,
Inc . INSURER C: Continental Insurance Co 35289
P O Bax 10746
i
ti TX 78460
C
Ch __..__.___
INSURER D: Great American Ins . Co .
16691
orpus
r
s
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TD WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ExCLUSIONS AND CONDITIONS OF SUCH
PDLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
"~a'~ "~ POLICY NUMBER PATE MMIDDIYYYYy ~ DATE (MMIDDIYYYYS ~ _ _ _ _ LIMITS I
LTR N5R TYPE OF INSURA~E
Gf NERAL LIABILITY EACH OCCURRENCE $10 0 0 0 0 0
A X cDMMERCIALGENERALLIABILIIY 2070926033 06/23/09 06/23/10 PREMISES (Eaoccurencey $100000
CLAIMS MADE X^ OCCUR MED ExP [Any one person) $ 5 Q Q Q
PERSONAL ~ ADV INJURY ~ 1000000
X Poll - $500, O0O ~ GENERAL AGGREGATE 2oav~oo
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMwDP AGG ~ 2 0 0 0 0 0 0
I~ucY X J~ECT Loc Em Ben . 10 0 0 0 0 0
A AUTOMOBILE LIABILITY
X ANYAUro
2070926114
06/23/09
06/23/10
COMBINED SINGLE LIMIT
~Eaaccidenk~
1, 0 0 0 0 0 0
-
ALL OWNED AUTOS
SCHEDULED AUTOS ~
~ BODILY INJURY
Per parson)
$
X
x HIRED AUTOS
NON-0WNED AUTOS BODILY INJURY
(Per accidenty
$
A X MCS-90 ENDT PROPERTY DAMAGE
(Per accidents
$
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
ANY AUTD EA ACC
OTHER THAN $
AUTD ONLY; AGG $
ExCE85 I UMBRELLA LIABILITY EACH OCCURRENCE 5, D O O, O o 0
C X DccuR ^ cLAIMSMADE 2094656095 v6/23/09 06/23/lo AGGREGATE $ 5, 000, 000
~ $
DEDUCTIBLE $
X RETENTION $1 O, O O O $
VIfORKER
AND EMP S COMPENSATION
LOYERS' LIABILi'rY -
X TORY LIMITS ER
B Y ! N
ECUTIV
I 2070926159 06/23/09 ~ v6/23/1o E.L. EACH ACCIDENT ~ 1000000
MBERExCLUDED
OFFICERIM
(Mandatory in NH) E,L. DISEASE - EA EMPLOYE $1 o v o 0 0 0
If yes, describe under
SPECIAL PROVISIONS below
E.L. DISEASE -POLICY LIMIT
$10 0 0 0 0 0
oTHER
D ~ Equipment
L~-C685934101 06/23/091 06/23/10 Lsd/Rritd $250,000
Scheduled Various
DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I ExCLU510NS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
Project: #7401 Laguna Madr@ ICI Sanitary Sewer Manhole and Gravity
Collection Line Replacement/Rehabilitation.
The City of Corpus Christi is named as additional insured on all general
liability ~GL} and all automobile liability ~AL~ policies. Additional
Insured Endors@ments are attached.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED PDLICIES BE CANCELLED BEFORE THE EXPIRATION
CICO-CC, DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TD MAIL 3_ o ,DAYS WRITTEN
NOTICE TD THE CERTIFICATE HOLDER NAMED TD THE LEFT, BUT FAILURE TO D0 SO SHALL
City of Corpus Christi IMPOSE ND OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS DR
Dept, of Engineering Services
Attn : Contract Administrator ~ REPRESENTATIVES.
P . 0 . Box 9277 AU sENTATIVE
o us Christi TX 78469--9277 /
ACORD 2~ X2009101? 01988.2009 ACDRD CORPORATION. All rights reserved.
The ACORD name and Togo are registered marks of ACORD
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy~ies} must be endorsed. A statement
on this certif sate does not confer rights to the certificate holder in lieu of such endorsements},
If SUBR~GATI4N 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 endorsernent~s}.
DISCLAIMER
This Certificate of Insurance does not constitute a contract between the issuing insurers}, authorized
representative or producer, and the certificate holder, nor does it affirmatively or negatively amend,
extend or alter the coverage afforded by the policies listed thereon.
ACORD 25 (~oo~~o~)
~•'• ~ . v y ~ 1 J
1 BEd. o~io~~ }
EiBdG Gonfiractors, Inc> Policy #02070926033 ~
BP~~IID~E~ BSI 'PB~9~ E~~~9V' ~~ ~~C~~~~~~~, ~~~~~s~, ~~.~o~ ~~ ~~o~o ~~~ ~~~~~~~~~
~e~. ~I~ ~'I~~~ IEI~~~~~~~ilf~Ed1P ~~~8 ~WI6~~~ ~~1~8[~~.
~~oas ~~~~~~~~w~~~ ~~~~~~~ ~~~ ~~~oc~. (PL~~SE RE~~ B~ ~AR~F~D~~Y
~~9d1~V~~~F~~'~ S~E~~DflD6f~~ ~N~ ~~~ddF~~T' ~~~BF~OPd~L B6dS~D~E~
~~lDOEi~EM1E~~' NPB~B~ ~~~~~C~S=~OAAP~~TED OPEFiA~lO[JS ~OVE6iA~~
This endorsement modifies insurance provided under the following:
CDMfVIERCIAL GENERAL LIABILITY CGVE-RAGE PART
SCNEC4~LE
Nape ~~ Person a~ Cr~an6~ata~n: Designated ~r~~ect:
Any person or organization rho requires you to=:.~btabn this covers a under a wr'
contract ar rc~nent g ltten
;:
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'1.~
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4C®v®~age under phis end®rse~®~4 is ~®~ affected by an ®ro~~ o~ @aak ~~ rn~ in the Schedule ab®ve.
~ ~
0
r
~. wHC fS AN INSURE® ~Sec~ian Old is amended to
include as an insured any parson or organization,
including any person or organization shown in the
schedule above, called additianal insured} whom you
are required to add as an additional insured on this
policy under a written contract or written agreement;
but the written contract or written agreement must be:
~. Currently in effect or becoming effective during the
term of this policy; and
~. Executed prior to the "badily injury," "property
damage," or "personal and advertising injury".
[~. The insurance provided to the additional insured is
limited as follows:
~. That person or organization is an additional
insured solely far liability due to your negligence
specifically resulting #rom "your work" far the
additional insured which is the subject of the
written contract or written agreement, No
coverage applies to liability resulting from the sole
negligence of the additional insured.
~. The Limits of Insurance applicable tv the
additional insured are those specified in the
written contract or written agreement or in the
Declarations of this policy, whichever is less.
These Limits of Insurance are inclusive of, and not
in addition to, the Limits of Insurance shown in the
Declarations.
G-140331-A
~ Ed. 01101 y
~, The coverage provided to the additional insured
by this endorsement and paragraph f. of the
de#inition of "insured contract" under
DEFINiTIGiVS Section V} do not apply to "bodily
injury" yr "property damage" arising out of the
"products-completed operations hazard" unless
required by the written contract or written
agreement.
~. The insurance provided to the additional insured
does not apply to "bodily injury," "property
damage," or "personal and advertising injury"
arising out of an architect's, engineer's, or
surveyor's rendering of or failure to render any
professional services including:
e. The preparing, approving, or failing to prepare
or approve maps, shop drawings, opinions,
reports, surveys, field orders, change orders
or drawings and specifications; and
b. Supervisory, or inspection activities performed
as part of any related architectural ar
engineering activities.
Cp As respects the coverage provided under this
endorsement, SECTION lV -- C~~INlERCIAL
GENERAL LIABILITY CGNDiTl~~15 are amended as
follows:
~. The following is added to the Duties In The Event
of occurrence, offense, Claim or Suit Condition:
Page 1 of 2
~Ed.O~i~o
~. An additional insured under this endarsement
will as soon as practicab#e.
~~ ~ Give written notice of an occurrence or an
offense to us which may result in a claim
or ''suit" under this insurance;
~~~ 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
4~b Agree to make available any o#her
insurance which the additional insured
has for a loss we cover under this
Coverage Part.
~. we have no duty to defend or indemnify an
additional insured under this endorsement
until we receive written notice of a claim
"sui#" from the additional insured.
~. Paragraph 4.b. of the ether Insurance Condition
deleted and replaced with the following:
~. ~~h~r ~n~u~~race
b. Exc~sa ~ns~a~~~~~
This insurance is excess over any oth~
insurance naming the additional insure
as an insured whether primary, exces
contingent or on any other basis unless
written contract or written agreeme~
specifically requires that this insurance ~
either primary or primary ar
noncantribu#ing.
G-14o331-A
~Ed.o~rot}
Page 2 of 2
r~Lii. r i~u~~fnc~. ~~UIU~1b~33 ~&G Ht~~Ct~rS ~~. C,G ?~ D~ 10 g
r
~~~~ ~~~~~~~~~~~ ~~~~~~~ ~~~ p~~~C~~o ~~~~~~ ~~~~ ~T~ ~~~~~~~~~a
~~9~~~ ~~ ~~~~8~~~~ ~~ ~9G9~~~
~~ ~~~~~~~~ ~~AI~V~`~ ~T9~~R~ ~~ 9~~
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SC~~D~L~
[~a~e ~~ ~e~a~~ ~~ ®~~a~aa~a~~~®~:
Any person or organization who requires
you to obtain this waiver of our right
.. .. .S
of recovery under a written contract or
agreement ~ ~ ~ ~ y;:~
.. ..
{If no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsemen#.}
The TRANSFER OF RIGHTS OF RECOVERY AGAINST because of payments we make for injury or damage arising
OTHERS TG US Condition {Section ~~ ~- COMMERCIAL out of your ongoing operations or "your work" done under a
GENERAL LIABILITY C4NDlTlgNS~ is amended by the contract with that person or organization and included in the
addition of the following: "products-completed operations hazard." This, waiver
INe waive any right of recovery we may have a ainst the applies only to the person or organization shown in the
g Schedule above,
person or organization shown in the Schedule above
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CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992
1 '
puT~TCY i~CJ~~E~ .~~1SURED ~E ADD ADh~RES~ .
U 2070926033 ,~ H & G CONTRACTORS INC (SEE ENDOR5EMENT )
P 0 BOX 10706
CORPUS CHRISTI , T~ 78460
POLICY CHAAIGES
CGOZ05
This Ch®ng® EradorB®~nsnt chax~g®fB th® Policy a Pl®aB~ r®®d it cog®fully Q
Thf a Chat~ga EndorBernex~t ia~ a p®rt of your Policy and tak®e ®f f ®ct on tha
~f f®ctf~e dat® of your Policy o ua~lasa anath~r ®f fectiv~ dat® ie ahova~ o
The fallowing Form ~s 7 has shave j been added
Form # : CGD245--1204 TX Changes-AmEnd Cancellation Prov or Cov Change
Number of Days ' Notice : 30 DAYS
Name & Address
BRASELTON LAND VENTURES 5337 YORKTDWN STE l00 CORPUS CHRISTI TX 78413
CHAPARRAL ENERGY LLC, PO BOX 2566 FT WORTH, TX 76113-2566
CITY OF CORPUS CHRISTI, DEPT OF ENGINEERING SERVICES,
P D BOX 9277, CORPUS CHRISTI, TK 78469-9277
D&J LAND CO INC 117 BALDW IN AVE , MATH I S , TX 7 8 3 6 8
DYNAMIC.. PRODUCT ION INC 2 8 D 1. GLENDA AVE , FT WORTH., TK 7.611.7.. .
FULTON*COASTCDN P O BOX 61229 , HOUSTON, TX 7208-1229
HOGAN DEVELOPMENT,2004 N COMMERCE, VICTORIA, TX 77901-5510
HOGAN DEVELOPMENT CO L . P . #04 CHAMA , VICTORIA , TX 77904
JAMEX INC, P 0 BDX 2566 FT WORTH, TX 76113-2566
RUTHERFORD OIL CORP P O BOX 17150 FT WORTH, TX 76102-0150
.EMERALD COAST INVESTMENTS CIO RUSSELL VETETO ENGINEERING 820 BUFFALO,
CORPUS CHRISTI, TX 78401
RUSSELL VETETO ENGINEERING 8 2 0 BUFFALO , CORPUS CHR I5T I , TX 7 84 01
SAMSON RESOURCES CO ~ ITS AFFILIATES CIO ICA P O BOX 2566, FT WORTH
TX 76113-2566
SOUTHERN RESOURCES P O BOX 6483 CORPUS CHRISTI, TX 78466
VALERO ENERGY ATTN : JEAN SCHAR FF P 0 BOX 5 0 0 SAN ANTONIO TX
7ez92-o5aa
VERNON E FAULCONER INC, ATTN: SHELLY SUDDERTH, PO BOX 7995, TYLER,TX
75141
WAUESHA-PEARCE INDUSTRIES,ATTN: CR DEPT,PO BOX 35068,HOUSTDN,TX 77235
WYNN CROSBY ENERGY INC,16415 ADDISQN RD STE 800 ADDISON,TX 75001-3267
GOODWIN PUMPS, CREDIT DEPT ONE FLOODGATE RD BRIDGEPORT, NJ 08014
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Secretary
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g~~~ICY ~~EER I~S~ED NEE ~D ~.DDRESS
U 2070925114 ~ H & G CONTRACTORS INC . , "SEE ENDT"
P 0 HOX 1,0706
CORPUS CHRISTI, TX 78464
p~LICY CH~l1GE5
ADDITIONAL IAISC~REDS PER FaA~H CA ~~ 0 ~ ~ 4 ~4 TEY~S ]~DDITIa1V~iL Ik~S
Thf~ Cha~ga Er~doreamant changes tha Policy o P1®~a® r®~d ft car®fully o
Thie Change Eadarsament is ~ part of your Policy and takae ®ff®ct on th®
®ff®ctf~® data of your Policyp u~lese another ®ff®cti~e data i~ ehowno
BRASELTDN LAND VENTURES
5337 YORKTQVJN , SUITE 100
CORPUS CHRISTI, TX 7$413
CABOT OIL & GAS CORPORATTON
1200 ENCLAVE PARKWAY, SUTTE 300
HOUSTON, TX 77077-1607
CHAZZ DEVELOPMENT , LTD .
COYM , REHMET & GUTIERREZ
ENGINEERTNG , INC .
5656 S. STAPLES ST. SUITE 230
CORPUS CHRISTI, TX 7$411
CITY OF CORPUS CHRISTI
P.O. BOX 9277
CORPUS CHRISTI , TX 78469--Q?7? .
CITY OF ROBSTOWN
101 EAST MAIN
ROB5T4WN, TX 78380
CW I -CLAYTON W ILL IAMS ENERGY ~ .
6 DESTA DRIVE #1140
MIDLAND, TX 79705--5510
DOMINTON EXPLORATION & PRODUCTION, INC .
145o PoYDRAs
NEW ORLEANS, LA 70112
DEWBRE PETROLEUM CORPORATION
600 LEOPARD ST .
CORPUS CHRTSTI, TX 7$473
DHM DESIGN BUILD
P .a . Hox 10124
CORPUS CHRISTI, TX 78460
EDGE PETROLEUM CORPORATION
1111 BAGGY, SUITE 2100
HOUSTON, TX 77002
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HOGAN BUILDING CO. #l LF AND ITS AFFILIATES
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SetreEary
Chairman o! trre $oar~
G-56015-~ !ED. 11!917
207G9~6~14 H & G CONTRACTORS INC., "SEE ENDT''
F O BOX ~.t~706
CORPCIS C1~RISTI , TX 7~~64
PaLI~Y CRAI~GES
AL14,~KET WAIVER DF S~P~ROGATIa~
This ~hs~ng® Endogs®m~nt Chang®s th® Policy o Pl~a~e® r®ad ft c~r~fu~ly.o
This ~lhsng® Endoraem®nt is ~ part of your Policy a,nd to&~8 of f pct a~ ~~ae
~ff~ctiv~ d®t® of your Fvlicyo unl~e® anoth®r ®ff®ctive date is ahowna
Any person cr organization on whose behalf you are required to
obtain this waiver of our right to recover from under a written
contract or agreement.
Chairman of the Board
~~
Secretary
G-56.05-B QED . 7.119I ~
Po~icY~ lvuMeEA ~~~~~~?~~~.~ ~~~~~E~~G~~ ~~~~
~~~~~ E~~~~~E~E~~ ~~~~~E~ ~~E ~~~~~~o ~~EASE ~EA~ ~`~ ~~~E~~L~~~~o
~~XA~ ~ANCELLATIOIJ PROVISION OR
~~i/~RAG~ CF#AN~~ ~NDORSESVIEfVT
This endorsement modifies insurance provided under the following;
BUSINESS AUTO OVERAGE FARM
GARAGE COVERAGE FGRM
MC]TOR CARRIER COVERAGE FARM
TRUCI{ERSCOVERAGEFARM
pith respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by
the endorsement,
This endorsement changes the policy effective vn the inception date of the policy unless another date is indicated
below.
Endorsement Effective: Countersigned By:
Named Insured: ~,. .,~~~-s.,,4': ,..n .~.:~::~x~ -°,~<,:.
~, :~ ~ ..^~.}. ,, ~._ . ,~:. , .., s.:4.:"~` Re resentative
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SCHEDULE ~~ ~ ~~ .
b~umb~~ of Days' ~iota~e 3 0
~~~~ ~~ Ps~so~ ~~ Q~g~~BZ~$~®I~PER SCHEDULE ~N FILE WITH COMPANY
Addy®~~
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. 1Ne will give the number of days' notice indicated in the
Schedule,
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CA d2 ~ o~ ®~ Copyright, IS4 Properties, Inc., 2043 pegs 1 ~~ ~
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~C~~~~~ ~'~~~~~ ~~ ~~~ ~~~~~ ~~; ~~~~~ER ~~~~ ~~T~~~~ ~~~~~~~~~~f~~
This endorsement applies only to the insurance provided by the policy because Texas is shov~~n in Item 3.A. of t~
!ntorrnatian Page.
4~e have the right to recover our payments from anyone liable for an injury covered by this policy. vUe will not enforce o~
right against fihe person or organization named in the Schedule, but this waiver applies only with respect to bodily inju~
arising out cf the operations described En the Schedule wl~ere you are requir®d by a written contract to obtain this waive
from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
?he premium for this endorsement is shown in the Schedule.
Schedule
# . ~ }Specific Waiver
Marne of person or organization
~ ~ }blanket vllaiver
Any person or organization for 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 connectior
with work performed for the above persvn~s3 or organization{s) arising out of the operations described.
~, Advance Premium
This endorsement changes the policy tv which it is attached and is effective on the date issued unless otherwise stated.
The ingorme~ian below is requl~ed only when this endorsement i8 issued subsequent to p~epe~~tlvn of the policy.}
Endorsement Effective ~~~3/~~ Policy No. 207~2515~ Endorsement No.
Insured H ~ G Contractors F Inc e Pre.. .
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Insurance Company Countersigned by ~~~` ~' ~ - ~~.
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w~ ~~ o~ a~ ~
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l!1! 14.9 ~1/W~ ~l~~J ~S~
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~E~~~ I~~~~~~ ~~ ~~~~f~~~~ ~C~~l~~~ E~~~~~~~~~~
phis endorsement applies only to the insurance provided by the policy because Texas is shown
to Item 3.A. of~ fih
~~tormation Page.
~n the event of cancellation or other material change of the policy, we will mail advance notice t
cr~an~Zatian named in the Schedule. The number of da s ado ~ o the person c
y ante noface ~s shown ~n the Schedule.
phis endorsement shall not operate directly or indirectly to benefit an ane not named in the Sche
. y dole.
Schedule
1 fVumber of dais advance notice' 30 /~
~ Notice will be mailed to: L T sT ON F TLE W TTH COMPANY
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.: This endorsement changes the policy to which i1 is attached and is effective on the dais issued unless otherwise staled.
(The iNorrnafion below is required onty when this endorsement is issued subsequent to preparation of the policy.
Endorsement Effective
b/~3/~~ Policy No ~Q]~~J2~15g Endorsement No.
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~ns~~ed H ~ G contractors, Inc e Pty
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Insurance Company ~ ti~ ~ f.` .~',~r/~;; ~~ : ~:'r:.:~ ~ .„~:
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fEr~ 1-84}