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Huff & Mitchell
S P E C I A L P R O V I S I O N S
S P E C I F I C A.T I O N S
A N D
F O R M S O F C O N T R A C T S & B O N D S
F 0 R
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M2009-088
04/14/09
OSO AND WHITECAP WWTP BASIN
SANITARY SEWER REHABILITATION
(FY 2008 - 2009)
~~
FOR WASTEWATER AND
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
_. ?.~~r l~~aA '~
J~ DOUGLAS MCMULLAN /
~.gti_. 99068 .~~
t~ ~."A ~~CFN86o.•'•
//) ~~'s
q'~S/o8
September, 2008
uRSaN
ENGINEERING
2725 Swantner
CORPUS CHRISTI, TX 78904-2832
(361) 854-3101 FAX (361) 854-6001
U.E. JOB N0. 33900.A8.00
PROJECT NO: 7400
DRAWING NO: SAN. 599
(Revised 7/5(00)
OSO AND WHITECAP WWTP BASIN
SANITARY SEWER REHABILITATION (FY 2008 - 2009)
Project No. 7400
Table of Contents
NOTICE TO BIDDERS (Revised 7/5/00)
NOTICE TO CONTRACTORS - A (Revised May 2006)
IriSllrariCe Re(lUlreme nt5
NOTICE TO CONTRACTORS - B (Revised August 2005)
Worker's Compensation Coverage For Building or Construction
Projects For Government Entities
PART A - SPECIAL PROVISIONS
A-1 Time and Place of Receiving Proposals/Pre-Bid Meeting
A-2 Definitions and Abbreviations
A-3 Description of Project
A-4 Method of Award
A-5 Items to be Submitted with Proposal
A-6 Time of Completion/Liquidated Damages
A-7 Workers Compensation Insurance Coverage
A-8 Faxed Proposals
A-9 Acknowledgment of Addenda
A-10 Wage Rates (Revised 7/5/00)
A-il Cooperation with Public Agencies (Revised 7/5/00)
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 Disposal/Salvage of Materials
A-17 `-'mod-O~`~e Not Used
A-18 Schedule and Sequence of Construction
A-19 Construction Project Layout and Control
A-2o Testing and Certification
A-21 ~~NOT USED
A-22 Minority/Minority Business Enterprise Participation Policy (Revised 10/98)
A-23 __- _____ ___,_~~a (Revised 7/5/00) Not used
A-24 Surety Bonds
A-25 ^-'^^ ^~ No Longer Applicable (6/11/98)
A-26 Supplemental Insurance Requirements
A-27 .. -~'^=' `^- ^' ^ims-Not Used
A-28 Considerations for Contract Award and Execution
A-29 Contractor's Field Administration Staff
A-30 Amended "Consideration of Contract" Requirements
A-31 Amended Policy on Extra Work and Change Orders
A-32 Amended "Execution of Contract" Requirements
A-33 Conditions of Work
A-34 Precedence of Contract Documents
A-35 ._ ..____ ___._, i«,,.,. ~ _ ,, n° _. ._,,. .,t 4NOt Used
A-36 Other Submittals (Revised 9/18/00)
A-37 Amended "Arrangement and Charge for Water Furnished by the City"
(Revised 7/5/00)
A-38 Worker's Compensation Coverage for Building or Construction Projects for
Government Entities
A-39 -` -'' '' '- Not Used
A-40 Amendment to Section B-8-6: Partial Estimates
A-41 Ozone Advisory
A-42 OSHA Rules & Regulations
A-43 Amended Indemnification & Hold Harmless (9/98)
A-44 Change Order (4/26/99)
A-45 As-Built Dimensions and Drawings (7/5/00)
A-46 Disposal of Highly Chlorinated Water (7/5/00)
A-47 Pre-Construction Exploratory Excavations (7/5/00)
A-48 Overhead Electrical Wires (7/5/00)
A-49 Amended "Maintenance Guaranty" (8/24/00)
A-50 Plan Sheets
A-51 Maintenance and Control of Wastewater Flows
A-52 Disposal of Materials Resulting from Cleaning of Existing Lines & Manholes
A-53 Protection of Existing Facilities
A-54 Video Documentation
A-55 Trench Safety
A-56 Confined Space Entry Requirements
A-57 Pavement Restoration and-Project Clean Up
A-58 Rehabilitation of Existing Manholes
A-59 Method of Sanitary Sewer Line Rehabilitation
A-60 Internal Combustion Engines for Generators
A-61 Rerouting of Traffic During Construction
A-62 Qualifications of Manufacturer's Field Service Representatives
A-63 Point Repairs and Extra Length for Point Repairs
A-64 EYrors and Omissions
A-65 Lack of Information
A-66 Contaminated Soils
A-67 Fences
A-68 Protection of Public and Private Property
A-69 Security
A-70 Access Roads
A-71 Parking
A-72 Noise Control
A-73 Dust Control
A-74 Temporary Drainage Provisions
A-75 Dewatering
A-76 Manhole Testing
A-77 Work in TxDOT ROW
A-78 Technical Special Provisions
A-79 Entry into Private Property
A-80 Agreement to Allow a Temporary Construction Project Staging Area in a City
Park
A-81 Amended "Prosecution and Progress"
Submittal Transmittal Form
Attachment I - City Landfill Waste Profile Sheet Instructions & Form
Attachment ZI - Televised Inspection Report Data Requirements
Attachment III - Notice of Proposed Work
Attachment IV - Entry into Private Property (Owner Notification)
Attachment V - Agreement 'to Allow a Temporary Construction Project
Staging Area in a City Park (KOOlaide Park) (Lindale Park
(Glen Arbor Park)(Cullen Park)
_jj_
(Revised 7/i100)
TECHNICAL SPECIAL PROVISIONS
PART B - GENERAL PROVISIONS
PART C - FEDERAL WAGE RATES AND REQUIREMSNTS
PART S - STANDARD SPECIFICATIONS
SECTION 022 - EARTHWORK
022022 - Trench Safety for Excavations
SECTION 025 - ROADWAY
025222 - Flexible Base - High Strength (S-24A)
025404 - Asphalts, Oils and Emulsions (5-29)
025412 - Prime Coat (5-30)
025424 - Hot Mix Asphaltic Concrete Pavement (Class A) (5-34)
025610 - Concrete Curb & Gutter (5-52)
025612 - Concrete Sidewalks & Driveways (5-53)
025802 - Temporary Traffic Controls During Construction
SECTION 027 - SEWERS & DRAINAGE
027203 - Vacuum Testing of Sanitary Sewer Manhole and Structures
027604 - Disposal of Waste From Sanitary Sewer Cleaning Operations
027610 - Televised Inspection of Conduits (S-125)
SECTION 028 - SITE IMPROVEMENTS AND LANDSCAPING
028040 - Sodding
028300 - Fences Relocation
SECTION 030 - CONCRETE, GROUT
030020 - Portland Cement Concrete (5-40)
032020 - Reinforcing Steel (5-42)
038000 - Concrete Structures (5-41)
SECTION 050 - METALS
055920 - Frames, Grates, Rings & Covers (5-57)
PART T - TECHNICAL SPECIFICATIONS
1570 - Construction Requirements Within Texas Department of Transportation
Right-of-Way
02040 - Geotechnical Investigation
02733 - Sewer Manhole Rehabilitation System with a Protective Cement Liner and
High Build Epoxy Coating
022020 - Excavation & Backfill for Utilities & Sewers S9
025205 - Pavement Repair, Curb, Gutter, Sidewalk & Driveway Replacement (S-54)
027602 - Gravity Sanitary Sewers (S-61)
2G1 [31 - Polyvinyl Chloride Pipe and Fitting for Water Lines (C-900 and C-905)
2G4 [31 - Polyvinyl Chloride Pipe and Fittings (Sanitary Pressure Service-$DR 26)
2G10 [1] - Installation of Pressure Pipe
2G11 [2] - Installation of Water Pipe
2G12 [2] - Hydrostatic Testing of Pressure System
2G17 [2] - Sanitary Sewer Manholes and Manhole Liners (Fiberglass)
2G24 [1] - Reconstruction of Sanitary Sewer Pipe by Pipe Bursting
2G29 [2] - Reconstruction of Sanitary Sewer Pipe by Cured-in-Place Pipe (CIPP)
2G34 [1] - High Density Polyethylene Pipe, EHMW PE3408 Pipe and Fittings
-iii -
(Revised 7/5/00)
LIST OF DRAWINGS
NOTICE
AGREEMENT
PROPOSAL/DISCLOSURE STATEMENT
PERFORMANCE BOND
PAYMENT BOND
_9v_
NOTICE TO BIDDERS
NOTICE TO BIDDERS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
OSO AND WHITECAP WWTP BASIN SANITARY SEWER REHABILITATION (FY 2008-2009),
consists of the following bid item components:
Baee Bid One
Part A -. Area A, Area B and Area C: This project consists of the
rehabilitation and video-documentation of approximately 4,100 LF of 6" and
8" dia. sanitary sewer lines, the rehabilitation and video-documentation of
10 existing manholes, point repairs and construction of 2 new sanitary
sewer manholes. The rehabilitation of the sewer lines shall be
accomplished by pipe bursting and cure-in-place pipe liners. Manhole
restoration shall be accomplished using a cementitious liner and high build
epoxy coating. The construction of new manholes shall be accomplished by
using fiberglass manholes. This work shall be executed in accordance with
the plans, specifications and contract documents.
Part B -: Area D and Area E: This project consists of the rehabilitation
and video-documentation of approximately 8,600 LF of S" dia. sanitary sewer
lines, the rehabilitation and video-documentation of 21 existing manholes,
point repairs and construction of 2 new sanitary sewer manholes. The
rehabilitation of the sewer lines shall be accomplished by pipe bursting.
Manhole restoration shall be accomplished using a cementitious liner and
high build epoxy coating. The construction of new manholes shall be
accomplished by using fiberglass manholes. This work shall be executed in
accordance with the plans, specifications and contract documents.
Base Sid Two
Part A -: Area F: This project consists of the replacement and video-
documentation of approximately 1,500 LF of 10" and 12" dia. sanitary sewer
lines and construction of 5 new sanitary sewer manholes. The replacement
of the sewer lines shall be accomplished by open trenching. The
construction of new manholes shall be accomplished by using fiberglass
manholes. This work shall be executed in accordance with the plans,
specifications and contract documents.
Part 8 -: Area G: This project consists of the rehabilitation and video-
documentation of approximately 3,000 LF of 6" dia. sanitary sewer lines,
the rehabilitation and video-documentation of 8 existing manholes, point
repairs and construction of 1 new sanitary sewer manhole. The
rehabilitation of the sewer lines shall be accomplished by pipe bursting.
Manhole restoration shall be accomplished using a cementitious liner and
high build epoxy coating. The construction of new manholes shall be
accomplished by using fiberglass manholes. This work shall be executed in
accordance with the plans, specifications and contract documents.
Base sid Three -. Combines the scope of Base Bid One and Base Bid Two.
Revised '!/5/00
Bids will be received at the office of the City Secretary until 2:00 p.m.
on Wednesday, February 25, 2009, and then publicly opened and read. Any
bid received after closing time will be returned unopened.
A pre-bid meeting is scheduled for Wednesday, February 18,.2009 beginning
at 02:00 p.m. The pre-bid meeting will convene in the Department of
Engineering Services Main Conference Room, Third Floor, City Hall, 1201
Leopard Street, Corpus Christi, TX. and will be conducted by the City of
Corpus Christi. The meeting will include a review of the project scope
followed by a question and answer session.
A bid bond in the amount of 5`k of the highest amount bid must accompany
each proposal. Failure to provide the bid bond will constitute a non-
responsive proposal which will not be considered. Failure to provide
required performance & payment bonds for contracts over $25,000.00 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 forms, specifications and contract documents may be
procured from the City Engineer upon a deposit of Fifty and no/100 Dollars
($50.00) as a guarantee of their return in good condition within two weeks
of bid date. Documents can be obtained by mail upon receipt of an
additional ($10.00) which is a non-refundable postage/handling charge.
The bidder is hereby notified that the owner has ascertained the wage rates
which prevail in the locality in which this work is to be done and that
such wage scale is set out in the contract documents obtainable at the
office of the City Engineer and the Contractor shall pay not less than the
wage rates so shown for each craft or type of "laborer," "workman," or
"mechanic" employed on this project.
The City reserves the right to reject any or all bids, to waive
irregularities and to accept the bid which, in the City's opinion, seems
most advantageous to the City and in the best interest of the public.
CITY OF CORPUS CHRISTI, TEXAS
/s/ Pete Anaya
Director of Engrg. Services
/s/ Armando Chaps
City Secretary
Revised '//5/00
NOTICE TO CONTRACTORS - A
NOTICE TO CONTRACTORS - A
INSURANCE REQUIREMENTS
Revised May, 2006
A.Certificate of Insurance indicating proof of coverage in the following amounts
is required:
TYPE OP INSDRANC6 MINIMDM INSIIRANOH COVERAGB
30-Day Notice of Cancellation requited on Bodily Injury and Property Damage
all certificates PSR OCCDRRBNCS / AGGRHGATS
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 NON-OWNED $1,000,000 COMBINED SINGLE LIMIT
OR RENTED ,
WORKERS' COMPENSATION WHICH COMPLIES WITH THE TEXAS WORKERS'
COMPENSATION ACT AND PARAGRAPH II OF
- THIS EXHIBIT
EMPLOYERS' LIABILITY $100,000
EXCE55 LIABILITY $1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION LIABILITY/ $2,000,000 COMBINED SINGLE LIMIT
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental ^ REQUIRED
discharge; to include long-term X NOT REQUIRED
environmental impact for the disposal of -
contaminants ~ -
BUILDERS' RISK See Section B-6-11 and Supplemental
Insurance Requirements
^ REQUIRED
X NOT.REQUIRED
INSTALLATION FLOATER ~ $100,000 Combined Single Limit
See Section B-6-11 and Supplemental
Insurance Requirements
. ^ REQUIRED
X NOT REQUIRED
Page I of 2
^ The City of Corpue Christi must be named as an additional insured on all coverages
except worker's compensation liability coverage.
^ The name of the Project must be listed under "description of operations" on each
certificate of insurance.
^ For each insurance coverage, the Contractor shall obtain an endorsement to the
applicable insurance policy, signed by the insurer, providing the City with thirty
(30) days prior written notice of cancellation of or material change on any
coverage. The Contractor shall provide to the City the other endorsements to
insurance policies or coverages which are specified in section B-6-.11 or Special
Provisions section of the contract.
A completed "Disclosure of interest" must be submitted with your proposal.
Should you have nay questions regarding insurance requirements, please contact the
Contract Administrator at 880-3500.
Page 2 of 2
NOTICE TO CONTRACTORS - B
WORKER'S COMPENSATION INSURANCE
REQUIREMENTS
Page 1 of 11
Texas Administrative Code
TITLE 28 INSURANCE
PART 2 TEXAS DEPARTMENT OF INSURANCE, DIVISION OF
WORKERS' COMPENSATION
CHAPTER 110 REQUIRED NOTICES OF COVERAGE
SUBCHAPTER B EMPLOYER NOTICES
RULE §110.110 Reporting Requirements for Building or Construction
Projects for Governmental Entities
(a) The following words and terms, when used in this rule, shall have the following meanings,
unless the context clearly indicates otherwise. Terms not defined in this rule shall have the
meaning defined in the Texas Labor Code, if so defined.
(I) Certificate of coverage (certificate)--A copy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a workers' compensation coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers'
compensation insurance coverage for the person's or entity's employees (including those subject
to a coverage agreement) providing services on a project, for the duration of the project.
(2) Building or construction--Has the meaning defined in the Texas Labor Code,
§406.096(e)(1).
(3) Contractor--A person bidding for or awarded a building or construction project by a
governmental entity.
(4) Coverage--Workers' compensation insurance meeting the stawtory requirements of the
Texas Labor Code, §401.011(44).
(5) Coverage agreement--A written agreement on form TWCC-81, form TWCC-82, form
TWCC-83, or form TWCC-84, filed with the Texas Workers' Compensation Commission which
establishes a relationship between the parties for purposes of the Texas Workers' Compensation
Act, pursuant to the Texas Labor Code, Chapter 406, Subchapters F and G, as one of
employer/employee and establishes who will be responsible for providing workers'
compensation coverage for persons providing services on the project.
(6) Duration of the project--Includes the time from the beginning of work on the project until
the work on the project has been completed and accepted by the governmental entity.
(7) Persons providing services on the project ("subcontractor" in §406.096 of the Act)--With the
exception of persons excluded under subsections (h) and (i) of this section, includes all persons
or entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes but is not limited to independent
contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of
any such entity, or employees of any entity 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 food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
(8) Project--Includes the provision of all services related to a building or construction contract
for a governmental entity.
(b) Providing or causing to be provided a certificate of coverage pursuant to this rule is a
representation by the insured that all employees of the insured who are providing services on the
project are covered by workers' compensation coverage, that the coverage is based on proper
reporting of classification codes and payroll amounts, and that all coverage agreements have
been filed with the appropriate insurance carrier or, in the case of aself-insured, with the
commission's Division of Self-Insurance Regulation. Providing false or misleading certificates of
coverage, or failing to provide or maintain required coverage, or failing to report any change that
materially affects the provision of coverage may subject the contractor or other person providing
services on the project to administrative penalties, criminal penalties, civil penalties, or other
civil actions.
(c) A governmental entity that enters into a building or 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 afrer 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 file for the duration of the project and for three years
thereafter;
(6) provide a copy of the certificates of coverage to the commission upon request and to any
person entitled to them by law; and
(7) use the language contained in the following Figure I for bid specifications and conu•acts,
without any additional words or changes, except those required to accommodate the specific
document in which they are contained or to impose stricter standards of documentation: Attached
Graphrc
Page 3 of 11
(d) A contractor shall:
(I) 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 anrounts and filing of any
coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the
govenunental entity prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the contractor's
current certificate of coverage ends during the dm•ation of the project;
(4) obtain from each person providing services on a project, and provide to the governmental
entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all persons
providing services on the project; and
(B) no later than seven days afer receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the cun~ent certificate of
coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one
year thereafrer;
(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 infonning all persons providing services on the project that
they are required to be covered, and stating how a person may verify current coverage and report
failure to provide coverage. This notice does not satisfy other posting requirements imposed by
the Act or other commission rules. This notice must be printed with a title in at least 30 point
bold Type and text in at least 19 point normal type, and shall be in both English and Spanish and
any other language common to the worker population. The text for the notices shall be the
following text provided by the commission on the sample notice, without any additional words
or changes: Attached Graphic
(8) contractually require each person with whom it contracts to provide services on a project to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements for all of its employees providing services on the project,
for the duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on
the project;
(C) include in all contracts to provide services on the project the language in subsection (e)(3)
of this section;
Page 4 of I 1
(D) provide the contractor, prior to the end of the coverage period; a new certificate of
coverage showing extension of coverage; if [he coverage period shown on the current certificate
of coverage ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person begimring work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension
of the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one
year thereafrer;
(G) notify the governmental entity in writing by certified mail or personal delivery, within ten
days afrer 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 to the
person for whom they are providing services.
(e) A person providing services on a project, other than a contractor, shall
(1) provide coverage for its employees providing services on a project, for the duration of the
project based on proper reporting of classification codes and payroll amounts and filing of any
coverage agreements;
(2) provide a certificate 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 governnental entity that all employees of the person signing
this contract who will provide services on the project will be covered by workers' compensation
coverage for the duration of the project, that the coverage will be based on proper reporting of
classification codes and payroll amounts, and that all coverage agreements will be filed with the
appropriate insurance carrier or, in the case of aself-insured, with the commission's Division of
Self-Insurance Regulation. Providing false or misleading information may subject the contractor
to administrative penalties, criminal penalties, civil penalties, or other civil actions."
(4) provide the person for whom it is providing services on the project, prior to the end of the
coverage period shown on its cunent certificate of coverage, a new certificate showing extension
of coverage, if the coverage period shown on the certificate of coverage ends during the duration
of the project;
(5) obtain from each person providing services on a project under contract to it, and provide as
required by its contract:
(A) a certificate of coverage, prior to the other person beginning work on the project; and
(B) prior to the end of the coverage period, a new certificate of coverage showing extension of
the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
Page 5 of 11
(6) retain all 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
chvrge that materially affects the provision of coverage of any person providing services on the
project and send the notice within ten days after the person knew or should have known of the
change; and
(8) contractually require each other person with whom it contracts to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements for all of its employees providing services on the project,
for the duration of the project;
(B) provide a certificate of coverage to it prior to that other person beginning work on the
project;
(C) include in all contracts to provide services on the project the language in paragraph (3) of
this subsection;
(D) provide, prior to the end of the coverage period, a new certificate of coverage showing
extension of the coverage period, if the coverage period shown on the current certificate of
coverage ends during the duratiar of the project;
(E) obtain from each other person under contract to it to provide services on the project, and
provide as required by its contract:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension
of the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the contract;
(F) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(G) notify the governmental entity in writing by certified mail or personal delivery, within ten
days after the person knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project; and
(H) contractually require each 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,
(f) If any provision of this nde 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 eonshvction contracts advertised for bid by a
governmental entity on or after September 1, 1994. This rule is also applicable for those building
or construction contracts entered into on or after September 1, 1994, which are not required by
law to be advertised for bid.
Page 6 of 11
(h) The coverage requirement in this rule does not apply to motor carvers who are required
pursuant to Texas Civil Statutes, Article 6675c, to register with the Texas Department of
Transportation and who provide accidental insurance coverage pursuant to Texas Civil Statutes.
Article 6675c, §4(j).
(i) The coverage requirement in this rule does not apply to sole proprietors, partners, and
corporate officers who meet the requirements of the Act, §406.097(c), and who are explicitly
excluded from coverage in accordance with the Act, §406.097(a) (as added by House Bill 1089,
74th Legislature, 1995, §1.20). This subsection applies only to sole proprietors, partners, and
corporate executive officers who are excluded from coverage in an insurance policy or certificate
of authority to self-insure that is delivered, issued for delivery, or renewed on or after January 1,
1996.
Source Note: The provisions of this § 110.110 adopted to be effective September 1, 1994, 19
TexReg 57 ] 5; amended to be effective November 6, 1995, 20 TexReg 8609
Page 7 of 11
T28S 110.110(d)(7)
"REQUIRED WORKERS' COMPENSATION COVERAGE"
"The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. !'his includes persons
providing, hauling, or• delivering equipment or• materials, or providing labor or transportation or
other service related to the project, regar•dle.rs of the identity of their employer or• status• as an
employee. "
"Call the Texas Workers' Compensation Commission at 512-440-3789 to receive n~formation on
the legal requirement for coverage, to verify whether your employer has provided the required
coverage, or to report an employer's failure to provide coverage. "
Page 8 of 11
T28S 110.110(c)(7)
Article .Workers' Compensation Insurance Coverage.
A. Definitions:
Certificate of coverage ("certificate')- Acopy of a certificate of insurance, a eertiTcate of
authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-
82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for
the person's or entity's employees providing services on a project, for• the dm•ation 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 x'406.096) - inchzdes a[1 persons
or entities performing all or part of the services the contractor has undertaken [o perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of
any such entity, or employees of any entity which furnishes persons to provide services on the
project. "Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery ofportable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements
ojTexas 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 certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file n
new certificate of coverage with the governmental entity showing that coverage has been
extended
E. The contractor shall obtain from each person providing services on a project, and provide to
the governmental entity:
(1) a certificate of coverage, prior to that person beginning work on the project, so [he
governmental entity will have on file certificates of coverage showing coverage for all persons
providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certifcate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
Page 9 of 11
R The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The conh~actor shall not the governmental entity in writing by certified mail a• personal
delivery, within 10 days after the contractor knew a~ 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, irs the text, form and manner
prescribed by the Texas Workers' Compensation Comrniss•ion, informing all persons providing
services on the projec! that they are required to be covered, and stating how n pn_rson may ver~
coverage and report lack of coverage.
L The contractor shall contractually require each person with whom it contracts to provide
services on a project, ta:
(I) provide coverage, based an proper reporting of classification codes and payroll amounts and
filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code,
Section 401.011(44) for all of its employees providing services on the project, for the duration of
the project;
(2) provide to the contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for• all employees of the person providing
services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(4) obtain from each other person with whom it contracts, and provide to the conb•actor:
(a) a certificate of coverage, prior [o 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;
(5) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the person knew ar• should have known, of any change that materially affects the
provision of coverage of any person providing services on the project; and
(7) contractually require each person with whom it contracts, to perform as required by
pmagr•aphs (1) - (7), with the certificates of coverage to be provided to the person for whom they
are providing services.
J By signing this contract or providing or causing to be provided a certificate of coverage, the
contractor is representing to the governmental entity that all employees of the contractor who
will provide services on the projec! will be covered by workers' compensation coverage for the
dzration of the project, that the coverage will be based on proper reporting of classification
codes and payroll arnounts, arTd that all coverage agreements will be filed with the appropriate
insurance carrier or, in the case ofasetf-insured, with the commission's Division ofSelf-
Page 10 0£ 11
Insurance Regulation. Providing false or misleading information may subject the contractor to
adminisn•ative penalties, criminal penalties, civil penalties, or other civil actions.
K The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
Page 11 of 11
PART A
SPECIAL PROVISIONS
OSO AND WHITECAP WWTP BASIN
SANITARY SEWER REHABILITATION (FY 2008-2009)
Project No. 7400
SHCTION A - SPHCIAL PROVISIONS
A-1 Time and Place of Receiving Proposals/Pre-Bid Meeting
Sealed proposals will be received in conformity with the official advertisement
inviting bids for the project. Proposals will be received in the office of the City
Secretary, located on the first floor of City Hall, 1201 Leopard Street, until
2:00 p.m., Wednesday, February 25, 2009. Proposals mailed should be addressed in the
following manner:
_4 ^-^~r-:.off City Secretary's Office
____-__ _ ^"ie° City of Corpus Christi
1201 LeopardYStreet
Corpus Christi, Texas 78401
ATTN: BID PROPOSAL - OSO AND WHITBCAP WN'1'P BASIN SANITARY 3SWBR
RBHABZLITATION (FY 2008 - 2009) Project No. 7400
No additional or separate visitations will be conducted by the City
A-2 De£initioas and Abbreviations
Section B-1 of the General Provisions will govern.
A-3 Description of Project
This project consists of the following Base Bid components
Baae Bid One Part A - Area A, Area B and Area C: This project consists of the
rehabilitation and video-documentation of approximately 4,100 LF of 6" and 8" din.
sanitary sewer lines, the rehabilitation and video-documentation of 10 existing
manholes, point repairs and construction of 2 new sanitary sewer manholes. The
rehabilitation of the sewer lines shall be accomplished by pipe bursting and cure-
in-place pipe liners. Manhole restoration shall be accomplished using a
cementitious liner and high build epoxy coating. The construction of new manholes
shall be accomplished by using fiberglass manholes. This work shall be executed in
accordance with the plans, specifications and contract documents.
Base Hid Oae Part B - Area D and AYea E: This project consists of the
rehabilitation and video-documentation of approximately 8,600 LF of 8" din. sanitary
sewer lines, the rehabilitation and video-documentation of 21 existing manholes,
point repairs and construction of 2 new sanitary sewer manholes. T'he rehabilitation
Section A - SP
(Revised 9/18/00)
Page 1 of 46
A pre-bid meeting is scheduled for Wednesday, February 18, 2009 beginning at 2:00
p.m. The pre-bid meeting will convene in the Hngiaeering Services Main Conference
room Third Floor City Hall 1201 Leopard Street, Corpus Christi, Texas and will be
conducted by the City of Corpus Christi. The meeting will include a review of the
project scope followed by a question and answer session.
of the sewer lines shall be accomplished by pipe bursting. Manhole restoration
shall be accomplished using a cementitious liner and high build epoxy coating. The
construction of new manholes shall be accomplished by using fiberglass manholes.
This work shall be executed in accordance with the plans, specifications and
contract documents.
Hase Bid Two Part A - Area F: This project consists of the replacement and video-
documentation of approximately 1,500 LF of 10" and 12" din. sanitary sewer lines and
construction of 5 new sanitary sewer manholes. The replacement of the sewer lines
shall be accomplished by open trenching. The construction of new manholes shall be
accomplished by using fiberglass manholes. This work shall be executed in
accordance with the plans, specifications and contract documents.
Hase Hid Two Part B - Area G: This project consists of the rehabilitation and
video-documentation of approximately 3,000 LF of 6" din. sanitary sewer lines, the
rehabilitation and video-documentation of 8 existing manholes, point repairs and
construction of 1 new sanitary sewer manhole. The rehabilitation of the sewer lines
shall be accomplished by pipe bursting. Manhole restoration shall be accomplished
using a cementitious liner and high build epoxy coating. The construction of new
manholes shall be accomplished by using fiberglass manholes. This work shall be
executed in accordance with the plans, specifications and contract documents.
Hase Hid Three - Combines the scope of Base Bid One and Base Bid Two.
A-4 Method o£ Award
The bids will be evaluated based on the following priority order, subject to the
availability of funds:
1. Base Bid One and Hase Bid Two, INDIVIDUALLY OR
2. Hase Bid Three (Base Bid One and Base Bid Two)
It is the Bidder's option to submit a bid package for only Base Bid One, Base
Bid Two, or Base Bid Three. Bidder should indicate "NO Hid" £or those items
not included in the bid.
The City intends to award the contract to single or multiple contractors within the
available project £uadiag.
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.
Explanation of Measurement and Payment
Measure and Payment section for standard specifications 022022, 025412, 025424,
025802, 027602, 027610 and 030020 are not used on this project.
PART A (Area A. Area B. Area
The Base Bid shall include the cleaning, video-recording, & rehabilitation of
existing sanitary sewer lines; and, the video-recording of the sanitary sewer lines
after rehabilitation; the rehabilitation of existing sanitary sewer manholes and
construction of sanitary sewer manholes.
1. Quantities and Measurements:
No extra or customary measurement of any kind will be allowed, but the actual
measured and/or computed length, area, solid contents, number and weight only
shall be considered. The method of measuring the bid items and payment of bid
items is set out hereafter.
Section A - SP
(Revised 9/18/00)
Page 2 of 46
Pre-Construction Video Taping and Photography:
This item shall be measured by the lump sum and the bid item price will include
but is not limited to the following:
a) Locating the service laterals and marking the location on the ground prior to
undertaking the survey.
b) Undertake a pre-construction survey to determine existing conditions, (i.e.
location of bushes, trees, shrubs, flowers, fences, structures, type of ground
cover) and any other items that will be affected by the work. The information
will be recorded in the field using sketches, video tape and photographs. The
pre-construction survey will be conducted at each property affected by the
work.
c) Prepare and furnish two (2) hard copy versions of the report to the Engineer
for review. The reports will be submitted at least 2 weeks prior to
undertaking the work. The report sketches, photographs and video tapes shall
indicate site address, time, date and direction being viewed.
d) And any other work necessary to complete this item.
Cleaning• and Video-Recording of Sewer Lines before & after rehabilitation: This
bid item price includes, but is not limited to the following:
a) Locating and opening the Manhole.
b) Removing all internal deposits, sludge, dirt, broken pipe, grease, rocks,
sand, roots, silt, bricks, and any other deposits from sewer lines and
manholes. The cleaning shall be accomplished using high velocity jet
equipment. In the event that mechanical equipment is authorized, no additional
payment will be made.
c) Any excavation required to retrieve stuck tools, equipment or materials
d) Collecting and retaining all debris and solids in every downstream manhole
along the sewer line.
e) Removing and properly disposing of all debris and solids resulting from the
cleaning, including all. costs for disposal, landfill fees, and any required
permits.
f) Any root cutting necessary to effect cleaning and lining.
g) Recording evaluation reports for cleaning activities, as described in Section
A-54.
h) Obtaining and/or purchasing potable water necessary for the cleaning purposes.
i) Supplying all of the required tapes and evaluation reports (within one week)
to the City and the Consulting Engineer.
j) Special Provision A-52, A-59, and Standard Specification 027610 shall govern.
Rehabilitation of Various Sanitary Sewer Lines by Pipe Bursting:
This item shall be measured by the linear foot of HDPE pipe installed at the
depth and size indicated in the proposal, and this bit item price will include,
but is not limited to the following:
a) Notification of homes and businesses
b) Pre-construction exploratory excavation per Special Provision A-47.
c) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51.
d) Utility relocation
e) Where fence relocation is required to accommodate the construction work,
contractor must maintain a secure site during construction.
f) All materials and equipment necessary to install the new HDPE pipe by pipe
bursting. All six (6) inch dia. Sewer pipe will be upsized to S" dia. Pipe
using SDR 17 HDPE pipe. All eight (8) inch dia. Sewer pipe will be upsized to
10" dia. pipe using SDR 17 HDPE pipe.
g) Excavation and backfill of insertion pits. (Note: working space is limited in
most areas and contractor may be required to hand excavate entry and exit pits)
h) Hauling excavated material to and from temporary storage location. (Note:
Hand operated buggies [roll offs] may be required to transport material)
i) Dewatering
j) Any excavations to remove stuck tools, equipment or materials
k) Leakage testing of each pipe segment
Section A - SP
(Revised 9/18/00)
Page 3 of 46
1) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand.
m) 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.
n) Haulage and disposal of excess excavated material at a regulated disposal
site.
o) Removal and replacement of bushes, shrubs and minor tree trimming, see also
Special Provision A-68.
p) And any other work necessary to complete this repair
q) Technical Specification 2G24 shall govern
Rehabilitation of various Sanitary Sewer Lines by Cured-in-Place Pipe (CIPP):
This item will be measured by the linear foot ofcured-in-place pipe installed at
the depth and size indicated in the proposal, and this bid item price will
include, but is not limited to the following:
a) Notification to homes and businesses
b)"Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51.
c) All materials & equipment necessary to install the CIPP
d) Leakage testing of each pipe segment
e)Flexural, tensile and thickness testing of each pipe segment
f) Any excavation required to retrieve stuck tools, equipment or materials
g) Special Provision A-59 and Technical Specification 2G29 [2] shall govern
h) Reopening of the service connections after pipe has been rehabilitated using
cured-in-place pipe. (Note: If reopened externally, the Contractor must use
an internal method to make a smooth round opening.)
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 PVC saddle (compete with
stainless steel straps) or inse rta-Tee will be installed per the manufacturer's
requirements. This item will be 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:
a) Pre-Construction exploratory excavation per Special Provision A-47
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 backf ill (Note: Working space is limited in most areas and
contractor may be required to hand excavate service laterals)
f) Contractor shall probe below existing pipe at excavated services to determine
the composition of the existing pipe bedding material. Any unusual conditions
shall be reported to the Engineer.
g) Hauling excavated material to and from temporary storage location. (Note:
Hand operated buggies [roll offs] may be required to transport material)
h) Placement of plywood or other approved material to minimize damage to
vegetated surfaces.
i) Dewatering
j) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51
k) Opening service connections, furnishing and installing SDR 26 PVC saddle or
Inserta-Tee after pipe bursting has been completed.
1) 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 and Sheet 23 of 23.
m) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand and sand bedding.
n) 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.
Section A - SP
(Revised 9/18/00)
Page 4 Of 46
o) Haulage and disposal of excess excavated material at a regulated disposal
site.
p) Removal and replacement of bushes, shrubs and minor tree trimming, see also
Special Provision A-68.
q) And any other work necessary to complete this item
r) See also requirements in Technical Specification 2G24.
Extra Length for Service Laterals for Pine Bursting:
This item will be measured by the linear foot of additional footage required to
complete the service lateral installed at the depth indicated in the proposal.
This bid item price will include, but is not limited to the following:
a) Pre-construction exploratory excavation per Special Provision A-47
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 [roll offs) may be required to transport material)
g) Dewatering
h) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51
i) 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 2 of 5
j) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand and sand bedding.
k) 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.
1) Haulage and disposal of excess excavated material at a regulated disposal
site.
m) Removal and replacement of bushes, shrubs and minor tree trimming, see also
Special PYOVisiOn A-68.
n) And any other work necessary to complete this item
o) See also requirements in Technical Specification 2G24.
Service Laterals for C.I.P.P.
New services are to be installed from the sewer main to the property line. New
services shall be completed using external reconnect. An SDR 26 PVC saddle will
be installed on the new CIPP sewer line at each existing service. This item will
be 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:
a) Pre-construction exploratory excavation per Special Provision A-47
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
f) Dewatering
g) Proper diversion of the flow during installation, includingbypass pumping
during surcharge conditions, see Special Provision A-51
h) installation of SDR26 PVC saddle and stainless steel straps
i) 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 2 of 5 and Sheet 23 of 23.
j) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand.
k) Haulage and disposal of excess excavated material at a regulated disposal site.
1) And any other work necessary to complete this work.
m) See Also requirements in Technical Specification 2G29.
SecCi on A - SP
(Revised 9/18/00)
Pdge S.oE 46
Extra Length for. Service Laterals for CIPP:
This item will be measured by the linear foot of additional footage required to
complete the service lateral installed at the depth indicated in the proposal.
This bid item price will include, but is not limited to the following:
a)
b)
c)
d)
e)
f)
g)
h)
i)
Pre-construction exploratory excavation per Special Provision A-47
Locate all service laterals prior to undertaking rehabilitation of sewer main
Notification and coordination with homes and businesses
Utility relocation
Excavation and backf ill
Dewatering
Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51
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 2 of 5 and Sheet 23 of 23.
Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand.
j) Haulage and disposal of excess excavated material at a regulated disposal site.
k) And any other work necessary to complete this work.
1) See Also requirements in Technical Specification 2G29.
lO.Manhole Restoration with Protective Cement Liner and High Build Epoxy Coating
This item will be measured by each individual manhole for the depth range shown
in the proposal. This bid item price will include, but is not limited to the
following:
a) Manhole cleaning prior to installation of cement liner.
b) Dewatering
c) Proper diversion of the flow during installation including bypass pumping of
surcharged manholes.
d) All materials and equipment necessary to install the cement liner, epoxy
coating, ring, cover, concrete collar, stainless steel inhibitor, and to
remove grout and re-grout base.
e) All connections to existing structures and/or lines as required.
f) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand.
g) Replacement of the ring and cover and replacement of stainless inflow
protector.
h) Haulage and disposal of excess excavated material at a regulated disposal
site.
i) Any other work necessary to complete this repair.
j) Manhole testing per Special Provision A-76.
k) Technical Specification 02733 shall govern.
11.Rehabilitation of Drop Connections
It is the intent of this bid item to rehabilitate the existing drop connections
on the rehabilitated manholes. Drop connections will be rehabilitated using PVC
pipe as shown on Sheet 23 of 23 of the Contract Documents. This item will be
measured by each individual drop connection rehabilitated for the depth indicated
on the proposal. This bid item price will include, but is not limited to the
following:
a) Pre-construction exploratory excavation, per Special Provision A-47.
b) Excavation and backf ill
c) Utility relocation.
d) Proper diversion of the flow during installation, see Special Provision A-51.
e) All materials & equipment necessary to install the new drop connection (see
Detail, Sheet 23 of 23).
f) All connections to existing structures and/or lines as required.
g) Subgrade preparation & site grading, including furnishing and placing cement
stabilized sand.
Section A - SP
(Revised 9/18/00)
Page 6 of 46
h) Haulage and disposal of excess excavated material at a regulated disposal
site.
i) Any other work necessary to complete this item.
12.Internal Obstruction Removal:
This item will be measured by each individual obstruction removed by internal
methods as indicated in the proposal. This bid item price will include but is not
limited to the following:
a) Proper diversion of the flow during removal of the obstruction, including
bypass pumping of surcharged manholes.
b.) All materials & equipment necessary to internally .remove the obstruction by
grinding or cutting with robotic tools.
c) Removing and properly disposing of all debris and solids, resulting from the
obstruction removal operations, at a regulated disposal site.
d) Any other work necessary to complete this item.
13.New Manhole Construction with Fiberglass Manholes:
This item will be measured by each individual manhole for the depth range shown
in the proposal. This bid item price will include but is not limited to the
following:
a) Pre-construction exploratory excavation, per Special Provision A-47.
b) Utility relocation.
c) Excavation & backf ill.
d) Dewatering.
e) Proper diversion of the flow during installation, including bypass pumping of
surcharged manholes, see Special Provision A-51.
f) All materials & equipment necessary to install the fiberglass manhole, ring,
cover and inhibitor.
g) All connections to existing structures and/or lines as required.
h) Subgrade preparation & site grading, including furnishing and placing cement
stabilized sand.
i) Installation of the ring & cover and installation of stainless inflow
protector and grouting.
j) Haulage and disposal of excess excavated material at a regulated disposal
site.
k) Any other work necessary to complete this item.
1) Manhole testing per Special Provision A-76
m) Technical Specification 2G17 shall govern.
14.POint Repair:
This item will be measured by each point repair of sewer pipe size and depth
indicated in the proposal. See Special Provision A-63 for further explanation.
This bid item price will include, but is not limited to the following:
a) Pre-construction exploratory excavation per Special Provision A-47
b) Utility relocation.
c) Excavation & backfill. (Note: Working space is limited in most areas and
contractor may be required to hand excavate point repair) -
d) Hauling excavated material to and from temporary storage location. (Note: Hand
operated buggies [roll offs] may be required to transport material)
e) Dewatering.
f) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51.
g) All materials & equipment necessary to complete the repair.
h) Subgrade preparation & site grading, including furnishing and placing cement
stabilized sand.
i) Haulage and disposal of excess excavated material ata regulated disposal
site.
j) And any other work necessary to complete this repair.
k) Special Provision A-63 shall govern.
Section A - SP
(Revised 9/18/00)
Page ~ of 56
15.Extra Length for Point Repair:
This item will be measured by the linear foot of additional footage required to
complete the point repair to a sewer pipe at the depth and size indicated in the
proposal. See Section A-63 for further explanation. This bid item price will
include, but is not limited to the following:
a) Pre-construction exploratory excavation per Special Provision A-47.
b) Utility relocation.
c) Excavation and backfill. (Note: Working space is limited in most areas and
contractor may be required to hand excavate point repair)
d) Hauling excavated material to and from temporary storage location. (Note:
Hand operated buggies [roll offs] may be required to transport material)
e) Dewatering.
f) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51.
g) All materials & equipment necessary to complete the repair.
h) Subgrade preparation & site grading, including furnishing and placing cement
stabilized sand.
i) Haulage and disposal of excess excavated material at regulated disposal site.
j) And any other work necessary to complete this repair.
k) Special Provision A-63 shall govern.
16.Reoairing Hot Mix Asphaltic Concrete Pavement and Flexible Base:
Hot mix-hot laid asphaltic concrete pavement and flexible base shall be measured
by the square yard of finished pavement and base of the required thickness as
shown on the drawings. This item includes, but is not limited to, the following
work:
a) Furnishing and applying prime coat as shown on the drawings and specified
herein.
b) Furnishing, placing and compacting asphaltic concrete as shown on the drawings
and specified herein.
c) See Sanitary Sewer Standard Detail, Sheet 3of 5 and Sheet 23 of 23 for pay
limits.
d) Furnishing, placing and compacting the flexible base as shown on the drawings
and specified herein (see Sanitary Sewer Standard Detail, Sheet 3 of 5 and
Sheet 23 of 23 for pay limits).
17.Repairing Concrete Sidewalk and Driveways:
Concrete sidewalk shall be measured by the square foot and shall include the
.following:
a) Furnishing and placing formwork.
b) Furnishing and placing concrete.
c) Furnishing and placing reinforcing steel to matchexisting.
d) See Sanitary Sewer Standard Detail, Sheet 3 of 5 and Sheet 23 of 23 for pay
limits.
18.Repairing Concrete Curb and Gutter:
This item will be measured by the linear foot and will include, but is not
limited to constructing formwork, placing dowels and furnishing and placing the
concrete and reinforcing steel to match up to the existing curb and gutter.
19.SOd Restoration:
This item will be measured by the square yard of sod installed as indicated in
the proposal. This bid item price will include, but is not limited to the
following:
a) Pre-construction video and photography of work area.
b) Notification and coordination with homes and businesses.
c) All materials and equipment necessary to install sod.
d) Any other work necessary to complete this item.
e) Standard Specification 028040 shall govern.
Section A - sP
(Revised 9/18/00)
Page 8 of 96
20.Fence Restoration:
This item shall be measured by the linear foot for any repairs or restoration to
existing fences that must be removed to complete the sewer rehabilitation work.
Standard Specification 028300 shall govern.
21.Traffic Control:
A Traffic Control Plan has been provided in the contract documents and is to be
implemented by the Contractor. This item will be measured as a lump sum item as
noted in the proposal. This bid item price will include, but is not limited to,
all personnel, equipment, and materials needed to provide proper traffic control.
22.Trench Safety:
Excavation and trench safety shall be provided for any excavation or part of a
trench regardless of depth. This item will be measured by the linear foot. This
bid item price will include, but is not limited to, all personnel, materials,
shoring and bracing, and equipment needed to ensure proper trench safety.
23.Disnosal of Contaminated Soil:
This item will be measured by the cubic yard where contaminated soils, as defined
by A-66, are found within the project limits.
24.Unanticipated Utility Allowance:
Contractor shall insert the figure noted in each Base Bid in his bid proposal.
This item shall be used for unanticipated circumstances. Payment shall be
negotiated for each circumstance.
25.USe and Restoration of City Park:
in order to complete the project in a cost effective and efficient manner, the
City will allow the Contractor to use a portion of the city park as shown on the
Traffic Control Plans for temporary pipe staging and joint .fusion. This item
will be measured by the lump sum and will include, but is not limited to, the
following:
a) The area will be used to temporarily stage and butt-fuse the pipe. The area
is not to be used for any other purpose.
b) The Contractor will fence the entire perimeter of the staging area with an 8'
high locked chain link fence.
c) The will restore the grounds to original or better condition once the pipe has
been removed.
d) Installation and removal of temporary crushed stone driveway
e) Existing topsoil will be scraped off the surface of the proposed work area and
stockpiled for use in restoring the vegetative cover.
f) Furnish and place additional topsoil as required to promote growth of sod.
g) Furnish and place sod as noted in Standard Specification 028040.
h) The staging area will be kept clean at all times and all trash will be
collected and removed on a daily basis.
i) Positive drainage will be maintained on the staging area.
j) Contractor will remove all temporary fencing and driveways at the completion
of the project. Contractor will enter into an agreement with the City as
shown in Attachment V.
26.Items Not Listed on the Proposal:
Items of work not listed on the Proposal Form necessary to complete the project
as shown on the drawings and as specified are considered as subsidiary to the
established bid items and there will be no separate payment. Their cost should
be included in the appropriate bid item.
BASE HID TWO PART A (Area P):
The Base Bid shall include the removal of existing 10" and 12" sanitary sewer pipe
and replacement with 15" sewer pipe and construction of new sewer manholes,
construction of 10" force main and testing at the Jackfish and Park Road 53 lift
stations.
Section A - SP
(Revised 9/18/00)
Page 9 of 46
1. Quantities and Measurement
No extra or customary measurement of any kind will be allowed, but the actual
measured and/or computed length, area, solid contents, number and weight only
shall be considered. The method of measuring the bid items and payment of bid
items is set out hereafter.
2. Pre-Construction Video Taping and Photography:
This item shall be measured by the lump sum and the bid item price will include
but is not limited to the following:
a) Locating the service laterals and marking the location on the ground prior to
undertaking the survey.
b) Undertake a pre-construction survey to determine existing conditions, (i.e.
location of bushes, trees, shrubs, flowers, fences, structures, type of ground
cover) and any other items that will be affected by the work. The information
will be recorded in the field using sketches, video tape and photographs. The
pre-construction survey will be conducted at each property affected by the
work.
c) Prepare and furnish two (2) hard copy versions of the report to the Engineer
for review. The reports will be submitted at least 2 weeks prior to
undertaking the work. The report sketches, photographs and video tapes shall
indicate site address, time, date and direction being viewed.
d) And any other work necessary to complete this item.
3. Cleaning; and Video-Recording of Sewer Lines before & after rehabilitation: This
bid item price includes, but is not limited to the following: -
a) Locating and opening the Manhole.
b) Removing all internal deposits, sludge, dirt, broken pipe, grease, rocks,
sand, roots, silt, bricks, and any other deposits from sewer lines and
manholes. The cleaning shall be accomplished using high velocity jet
equipment. In the event that mechanical equipment is authorized, no additional
payment will be made.
c) Any excavation required to retrieve stuck tools, equipment or materials
d) Collecting and retaining all debris and solids in every downstream manhole
along the sewer line.
e) Removing and properly disposing of all debris and solids resulting from the
cleaning, including all costs for disposal, landfill fees, and any required
permits.
f) Any root cutting necessary to effect cleaning and lining.
g) Recording evaluation reports for cleaning activities, as described in Section
A-54.
h) Obtaining and/or purchasing potable water necessary for the cleaning purposes.
i) Supplying all of the required tapes and evaluation reports (within one week)
to the City and the Consulting Engineer.
j) Special Provision A-52, A-64, and Standard Specification 027610 shall govern.
4. Sanitary Sewer Pipe:
Sewer Pipe will be measured by the linear foot of pipe for each size and type
installed at the depth shown in the Proposal Form. Measurement will be made
horizontally along the centerline of pipe from center to center of fitting. This
item includes but is not limited to the following work:
a) Notification of homes and businesses
b) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-61
c) Trench excavation, including removing and disposing of existing unsuitable
soil, pavement, etc.
d) Removal and disposal of existing sewer pipe.
e) Furnishing and installing pipe (SDR 26 PVC), as specified in the plans and
specifications and any other items required to complete the sewer system
improvements in accordance with the contract documents that are not measured
and paid for under another bid item.
Section A - SP
(Revised 9/10/00)
Page 10 of 46
f) Making any connections to existing lines as required to complete the sewer
system improvements ready for use.
g) Placing and compacting embedment and trench backf ill (including furnishing the
select bedding material).
h) Grading and cleaning up of pipe trench and affected area.
i) Leakage testing of the completed line.
j) Furnish restoration of property of all disturbed areas as specified in the
contract documents.
k) Furnish Storm Water Pollution Control as specified in the contract documents.
1) Furnish traffic control. -
m) Pre-construction exploratory construction per Special Provision A-47.
n) Maintain constant grade of sewer pipe between existing manholes as noted on
the plans. -
o) Loading, hauling and unloading excess material removed from the trench
excavation to an approved disposal site.
p) Standard Specification Section 027602 and Sanitary Sewer Standard Details
Sheets 1 through 5 shall govern.
Sanitary Sewer Force Main Pipe:
Force main pipe will be measured by the linear foot of pipe for each size and
type installed at the depth shown in the Proposal Form. Measurement will be made
horizontally along the centerline of pipe from center to center of fitting. This
item includes but is not limited to the following work:
a) Notification of homes and businesses
b) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51.
c) Trench excavation, including removing and disposing of existing unsuitable
soil, pavement, etc.
d) Removal and disposal of existing sewer pipe.
e) Furnishing and installing pipe (SDR 26 PvC pressure pipe), as specific din the
plans and specifications and any other items required to complete the sewer
system improvements in accordance with the contract documents that are not
measured and paid for under another bid item.
f) Furnishing and installing mechanical joint fittings complete with mega lugs.
g) Making any connections to existing lines and new structures as required to
complete the sewer system improvements ready for use.
h) Placing and compacting embedment and trench backf ill (including furnishing the
select bedding material).
i) Grading and cleaning up of pipe trench and affected area.
j) Leakage testing of the completed line.
k) Furnish restoration of property of all disturbed areas as specified in the
contract documents.
1) Furnish Storm Water Pollution Control as specified in the contract documents.
m) Furnish traffic control.
n) Pre-construction exploratory construction per Special Provision A-47.
o) Loading, hauling and unloading excess material removed from the trench
excavation to an approved disposal site.
p) Standard Specification Section 027602 and Sanitary Sewer Standard Details
Sheets 1 through 5 shall govern.
Water Main Pipe:
Water main pipe will be measured by the linear foot of pipe for each size and
type installed, regardless of the depth. Measurement will be made horizontally
along. the centerline of pipe from center to center of fitting. This item
includes but is not limited to the following work:
a) Trench excavation, including removing and disposing of existing unsuitable
soil, pavement, etc.
b) Furnishing and installing pipe and mechanical joint fittings complete with
mega lugs, concrete thrust blocking as specified in the plans and
specifications and any other items required to complete the water system
Section A - SP
(Revised 9/18/00)
Paae 11 of 96
improvements in accordance with the Contract Documents that are not measured
and paid for under another bid item.
c) Making any connections to existing lines as required to complete the water
system improvements ready for use.
d) Placing and compacting embedment and trench backfill (including furnishing the
select bedding material).
e) Grading and cleaning up of pipe trench and affected area.
f) Hydrostatic testing, sterilizing, dechlorinating and flushing of completed
line. Provide all blow-off valves and taps required to test, sterilize and
flush the water main.
g) Restraining joints as called for in the Plans and Technical Specifications.
h) Furnish Stormwater Pollution Control as specified in the Contract Documents.
i) Furnish traffic control.
j) Pre-construction exploratory construction per Special Provision A-47.
k) Demolition and removal of above ground and below ground improvements within
permanent easement according to Local, State and Federal Regulations.
1) Loading, hauling and unloading suitable excess material removed from the
trench excavation to an approved disposal site.
Service Laterals for Open Cut:
New services are to be installed from the sewer main to the property line. This
item will be 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:
a) Pre-Construction exploratory excavation per Special Provision A-47
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
f) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51
g) 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 2 of 5.
h) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand and sand bedding.
i) 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.
j) Haulage and disposal of excess excavated material at a regulated disposal
site.
k) And any other work necessary to complete this item
Extra Length for Service Laterals for Open Cut:
This item will be measured by the linear foot of additional footage required to
complete the service lateral installed at the depth indicated in the proposal.
This bid item price will include, but is not limited to the following:
a) Pre-construction exploratory excavation per Special Provision A-47
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
f) Proper diversion of the flow during installation, including bypass pumping
during surcharge conditions, see Special Provision A-51
g) 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 2 of 5
h) Subgrade preparation and site grading, including furnishing and placing cement
stabilized sand and sand bedding.
Section A - SP
(Revised 9/18/00)
Pnye 12 of 96
i) 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.
j) Haulage and disposal of excess excavated material at a regulated disposal
site.
k) And any other work necessary to complete this item
9. cleanout Boot (only):
This item will be measured by each individual cleanout boot installed as
indicated in the proposal. This bid item price will include, but is not limited
to the following:
a) Utility relocation.
b) Excavation and backf ill.
c) All materials and equipment necessary to complete the cleanout boot as shown
on Sanitary Sewer Standard Detail Sheet 2 of 5.
d) And any other items necessary to complete the work.
lO.New Manhole Construction with Fiberglass Manholes:
This item will be measured by each individual manhole for the depth range shown
in the proposal. This bid item price will include but is not limited to the
following:
a) Pre-construction exploratory excavation, per Special Provision A-47.
b) Utility relocation.
c) Excavation & backf ill.
d) Dewatering.
e) Proper diversion of the flow during installation, including bypass pumping of
surcharged manholes, see Special Provision A-51.
f) All materials & equipment necessary to install the fiberglass manhole, ring,
cover and inhibitor.
g) All connections to existing structures and/or lines as required.
h) Subgrade preparation & site grading, including furnishing and placing cement
stabilized sand.
i) Installation of the ring & cover and installation of stainless inflow
protector and grouting.
j) Haulage and disposal of excess excavated material at a regulated disposal
site.
k) Any other work necessary to complete this item.
1) Manhole testing per Special Provision A-76
m) Technical Specification 2G17 shall govern.
11.Dewatering:
This item shall be measured by the linear foot of trench where dewatering is
needed to keep the excavation dry, as approved by the Engineer, and shall include
all costs to provide a dry foundation for the proposed improvements. See Special
Provision A-75, Dewatering.
12.Repairing Concrete Sidewalk and Driveways:
Concrete sidewalk shall be measured by the square foot and shall include the
following:
a) Furnishing and placing formwork.
b) Furnishing and placing concrete.
c) Furnishing and placing 6x6 #6 wire mesh to match existing.
d) See Sanitary Sewer Standard Detail, Sheet 3 of 5 and Sheet 23 of 23 for pay
limits.
13.Sod Restoration:
This item will be measured by the square yard of sod installed as indicated in
the proposal. This bid item price will include, but is not limited to the
following:
a) Pre-construction video and photography of work area.
b) Notification and coordination with homes and businesses.
c) All materials and equipment necessary to install sod.
Section A - SP
(Revised 9/18/00)
Page 13 of 46
d) Any other work necessary to complete this item.
e) Standard Specification 028040 shall govern.
14.Traffic Control
A Traffic Control Plan has been provided in the Contract Documents and is to be
implemented by the Contractor. This item will be measured as a Lump Sum item as
noted in the proposal. This bid item price will include, but is not limited to,
all personnel, equipment, and materials needed to provide proper traffic control.
15.Trench Safety:
Excavation and trench safety shall be provided for any excavation or part of a
trench regardless of depth. This item will be measured by the linear foot. This
bid item price will include, but is not limited to, all personnel, materials,
shoring and bracing, and equipment needed to ensure proper trench safety.
16.Disposal of Contaminated Soil:
This item will be measured by the cubic yard where contaminated soils, as defined
by A-66, are found within the project limits.
17.Unanticipated Utility Allowance:
Contractor shall insert the figure noted in each Base Bid in his bid proposal.
This item shall be used for unanticipated circumstances. Payment shall be
negotiated for each circumstance.
18.Testinq Allowance:
Prior to constructing the sanitary sewer gravity and force main improvements, the
Contractor will perform the testing at the Jackfish and Park Rd. 53 lift
stations. The Contractor shall insert the figure noted in the base bid in his
bid proposal to cover the cost of said testing:
a) All testing shall be done by the pump manufacturer s representative.
b) Pre-construction testing - Measure the time to draw down and fill up the lift
station wet well at the following time periods: 9:00 a.m., 2:00 p.m. and 7:00
p.m. These measurements will be taken 3 to 5 times during each time period
and averaged.
c) Provide data to Engineer for review.
d) Do not start the gravity sewer and force main work without authorization from
the Engineer.
e) Post construction testing - Measure the time to draw down and fill up the lift
station wet well at the time periods noted above.
f) Adjust the floats in each lift station as needed to reduce the sump capacity.
19.Items Not Listed on the Proposal
Items of work not listed on the Proposal From necessary to complete the project
as shown on the drawingsand as specified are considered as subsidiary to the
established bid items and there will be no separate payment. Their cost should
be included in the appropriate bid item.
A-5 Items to be Submitted with Proposal
The following items are required to be submitted with the proposal:
1. 5~ Bid Bond (Must reference OSO AND WBITBCAP WWTP BASIN SANITARY SHWER
RRHABZLITATION (FY 2008 - 2009) Pro 'ect No. 7400 as identified is the
Proposal)
(A Cashier`s Check, certified check, mosey order or bask draft from nay State
or National Bank will also be acceptable.)
2. Disclosure of Interests Statement
Section A - SP
(Revised 9/18/08)
Page 19 of 96
A-6 Time o£ Completion/Liquidated Damages
To minimize inconvenience to the general public and to minimize their exposure to
dangerous conditions, the contractor will be required to follow tight scheduling for
construction and will be required to meet dead lines for completion of each phase
shown below. The project has been divided into phases. If awarded Base Bid One or
Hass Bid Two, the contractor is required to complete each phase before proceeding to
any other phase. If awarded Base Bid Three, the contractor will be allowed to
start or work concurrently in no more than two phases at any one time. Time duration
for construction is allocated for each phase and if the work in that phase is not
complete as shown below, liquidated damages will be assessed for each day the work
is delayed. A penalty in the amount of $200.00 per calendar day will be assessed
against the contractor as liquidated damages.
Completion shall be based on satisfactory work, completed, in accordance with the
plan, specifications, and contract documents and accepted by the City.
Start of Project is initiated by the Notice to Proceed.
Base Bid One:
The working time for completion of Base Bid One will be 370 Calendar Days .
Each phase of the Project shall be completed within the number of calendar days
allocated as described in the following;
Phase I - Part A (Area A + Area B + Area C) 130 Calendar Days
Phaae IZ - Part B (Area D + Area S) 240 Calendar Days
Hass Hid Two•
The working time for completion of Base Bid Two will be 205 Calendar Days .
Each phase of the Project shall be completed within the number of calendar days
allocated as described in the following;
Phase I - Part B (Area G) 170 Calendar Days
Phase II - Part A (Area F) 35 Calendar Days
Base Bid Three:
The working time for completion of Base Bid Three will be 575 Calendar Day s .
Each phase of the Project shall be completed within the number of calendar days
allocated as described in the following;
Phase I - Area A + Area H + Area C 130 Calendar Days
Phaae II - Area G 170 Calendar Days
Phase III - Area D + Area S 240 Calendar Days
Phase IV - Area F 35 Calendar Days
Days Allocation for Rain
The Contractor shall anticipate the following number of work days lost due to rain
in determining the contract schedule and for each phase of the contract. A rain day
is defined as any day in which the amount of rain measured by the National weather
Service at the Power Street Stormwater Pump Station is 0.50 inch or greater. No
extension of time will be considered until the expected 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.
Section A - SP
(Revised 9/18/00)
Page 15 of 46
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
This project is essentially a construction contract for a period of 370 Calendar
Days (Base Bid One), 205 Calendar Days (Base Bid Two) or 5 75 Calendar Days (Base Sid
Three), as detailed elsewhere in the contract documents. Damages for exceeding the
total time allotted shall be -independent of damages as sessed for each item, as
described above.
After Contract Award and pre-construction meeting is held, the Contractor shall
commence work within ten (10) calendar days after receipt of written notice from the
Director of Engineering Services or designee ("City Engineer") to proceed.
For each calendar day that any work remains incomplete after the time specified in
the Contract for completion of the work FOR EACH PRASE or after such time period as
extended pursuant to other provisions of this Contract, $200 per Calendar Day will
be assessed against the Contractor as liquidated damages. Said liquidated damages
are not imposed as a penalty but as an estimate of the damages that the City will
sustain from delay in completion of the work, which damages by their nature are not
capable of precise proof. The Director of Engineering Services (City Engineer) may
withhold and deduct from monies otherwise due the Contractor the amount of
liquidated damages due the City from the monthly pay estimate.
A-7 Workers Compensation Insurance Coverage
If the Contractor's workers' compensation insurance coverage for its employees
working on the Project is terminated or canceled for any reason, and replacement
workers' compensation insurance coverage meeting the requirements of this Contract
is not in effect on the effective date of cancellation of the workers' compensation
insurance coverage to be replaced, then any Contractor employee not covered by the
required workers' compensation insurance coverage must not perform any work on the
Project.
Furthermore, for each calendar day including and after the effective date of
termination or cancellation of the Contractor's workers' compensation insurance
coverage for its employees working on the Project until the date replacement
workers' compensation insurance coverage, meeting the requirements of this Contract,
is in effect for those Contractor employees, liquidated damages will be assessed
against and paid by the Contractor at the highest daily rate elsewhere specified in
this Contract. Such liquidated damages will accumulate without notice from the City
Engineer to the Contractor and will be assessed and paid even if the permitted time
to complete the Project has not expired.
In accordance with other requirements of this Contract, the Contractor shall not
permit subcontractors or others to work on the Project unless all such individuals
working on the Project are covered by workers' compensation insurance and unless the
required documentation of such coverage has been provided to the Contractor and the
City Engineer.
A-8 Faxed Proposals
Proposals faxed directly to the City will be considered non-responsive. Proposals
must contain original signatures and guaranty and be submitted in accordance with
Section 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
Section A - SP
(Revised 9/18/00)
Page 16 of 96
receipt, and a subsequent interpretation of non-receipt, could have an adverse
effect when determining the lowest responsible bidder.
A-10 Wage Ratee (Revised 7/5/00)
Labor preference and wage rates for heavy coastruction. ___ -__._- ~-~"=~`.
Minimum Prevailing Wage 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 ($60.00) per calendar day,
or portion thereof, for each laborer, workman, or mechanic employed, if such person
is paid less than the specified rates for the classification of work performed. The
Contractor and each subcontractor must keep an accurate record showing the names and
classifications of all laborers, workmen, and mechanics employed 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 (12) times the specified hourly wagemust 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-7-6, Working
Hours.)
A-11 Cooyeration with Public Agencies (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 (48) hour notice to any applicable agency when work is anticipated to proceed
in the vicinity of any facility by using the Dig Tess System 1-800-344-8377, the
Lone Star Notification Company at 1-800-669-8344, and the Verizon Dig Alert
at 1-800-483-6279. For the Contractor's convenience, the following telephone
numbers are listed.
City Engineer 826-3500
Project Engineer - Urban Enginee ring
Mark Maroney 854-3101
2725 Swantner 854-6001 FAX
Corpus Christi, TX 78404
Traffic Engineer 826-3540
Police Department 882-1911
t4ater Department 826-1880
Wastewater Services Department 826-1818
Gas Department 885-6900
Storm Water Department 826-1881
Parks & Recreation Department 826-3461
Solid Waste Services Department 626-1970
AEP 299-4833
SBC/AT&T 861-2511
City Street Department for Traff ic
Signal/Fiber Optic Locate 826-1946
Cablevi Sion 857-5000
ACSI (Fiber Optic) 887-9200
(826-3140 after hours)
(826-3140 after hours)
(885-6900 after hours)
(826-3140 after hours)
(693-9444 after hours)
(1-800-824-4424, after hours)
826-1960
(857-5060 after hours)
(Pager 800-724-3624)
Section A - SP
(Revised 9/18/00)
gage 17 of 46
ICMC (Fiber Optic) 813-1124 (Pager 888-204-1679)
ChoiceCOm (Fiber Optic) 881-5767 (Pager 850-.2981)
CAPROCK (Fiber Optic) 512/935-0956 (Mobile)
Brooks Fiber Optic (MAN) 972-753-4355
A-12 Maintenance of Services
The Contractor shall take all precautions in protecting existing utilities, both
above and below ground. The Drawings show as much information as can be reasonably
obtained from existing as-built drawings, base maps, utility records, etc. and from
as much field work as normally deemed necessary for the construction of this type of
project with regard to the location and nature of underground utilities, etc.
However, the accuracy sad completeness of such information is sot guaranteed. It is
the Contractor's sole and complete responsibility to locate such underground
features sufficiently in advance of his operations to preclude damaging the existing
facilities. If the Contractor encounters utility services along the line of this
work, it is his responsibility to maintain the services in continuous operation at
his own expense.
In the event of damage to underground 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 no 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, are interfered with (i.e. broken, cut,
etc.), flow must be maintained. Sewage or other liquid must be handled by the
Contractor either by connection into other sewers or by temporary pumping to a
satisfactory outlet, all with the approval of the City Engineer. Sewage or other
liquid must not be pumped, bailed or flumed over the streets or ground surface and
Contractor must pay for all fines and remediation that may result if sewage or other
liquid contacts the streets or ground surface. It is also the Contractor's
responsibility to make all necessary repairs, relocations and adjustments to the
satisfaction of the City Engineer at no increase in the Contract price. Materials
for repairs, adjustments or relocations of sewer service lines must be provided by
the Contractor.
A-13 Area Access and Traffic Control
Sufficient traffic control measures must be used to assure a safe condition and to
provide a minimum of inconvenience to motorists. All weather access must be provided
to all residents and businesses at all times during construction. The Contractor
will be required to schedule his operations so as to cause minimum adverse impact on
the accessibility of adjoining properties.
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.
:,~,..f..a .. i...: a:, .s, c -
A-14 Construction Squipmeat Spillage and Tracking
The Contractor shall keep the adjoining streets free of tracked and/or spilled
materials going to or from the construction area. Hand labor and/or mechanical
equipment must be used where necessary to keep these roadways clear of job-related
materials. Such work must be completed without any increase in the Contract price.
Streets and curb line must be cleaned at the end of the work day or more frequently,
if necessary, to prevent material from washing into the storm sewer system. No
Section A - SP
(Revised 9/18/00)
Page 16 of 46
visible material that could be washed into storm sewer is allowed to remain on the
Project site or adjoining streets.
A-15 8xcavation and Removal8
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 necessary removals including but not limited to pipe, driveways, sidewalks,
etc. , are to be considered subsidiary to the bid item € -
therefore, no direct payment will be made to Contractor.
A-16 Disposal/Salvage of Materials
Excess excavated material, broken asphalt, concrete, broken culverts and other
unwanted material becomes the property of the Contractor and must be removed from
the site by the Contractor. Also see Specification 27604 £or disposal o£ waste from
sanitary sewer cleaning operations and Special Provision A-52. The cost of all
hauling is considered subsidiary; therefore, no direct payment will be made to
Contractor.
A-17 Field Office - NOT IISSD
E
A-18 Schedule and Sequence of Construction
To minimize inconvenience to the general public and to minimize their exposure to
dangerous conditions, the contractor will be required to follow tight scheduling for
construction and will be required to meet dead lines for completion of each item
shown below. The project has been divided into phases. If awarded Base Bid One or
Base Bid Two, the contractor is required to complete each phase before proceeding to
any other phase. If awarded Base Bid Three, the contractor will be allowed to start
or work concurrently in no more than two phases at any one time. Time duration for
construction is allocated for each phase and if the work in that phase is not
complete as shown below, liquidated damages will be assessed for each day the work
is delayed. A penalty in the amount of $200.00 per calendar day will be assessed
against the contractor as liquidated damages.
Completion shall be based on satisfactory work, completed, in accordance with the
plan, specifications, and contract documents and accepted by the City.
Start of Project is initiated by the Notice to Proceed.
The Contractor shall submit to the City Engineer a work plan based on calendar days
£or construction of the satire project and broken down into construction of each
phase. This plan must detail the schedule of work for each phase of construction and
shall be structured to meet all the requirements o£ Section A-6 "Time o£ Completion"
and must be submitted to the City Engineer at least three (3) working days prior to
the pre-construction meeting.
The Contractor to furaiah Construction Schedule for the Following Items:
Section A - SP
(Revised 9/18/001
PacJe 19 of 46
Base Bid One:
Each phase of the Project shall be completed within the number of calendar days
allocated as described in the following;
Phase I - Part A (Area A + Area B + Area C)
Phase II - Part B (Area D + Area 8)
130 Calendar Days
240 Calendar Days
Base Bid Two:
Each phase of the Project shall be completed within the number of calendar days
allocated as described in the following;
Phase I - Part B (Area G)
Phase II - Part A (Area F)
170 Calendar Days
35 Calendar Days
Base Bid Three:
Each phase of the Project shall be completed within the number of calendar days
allocated as described in the following;
Phase I - Area A + Area B + Area C 130 Calendar Daya
Phase II - Area G 170 Calendar Days
Phase III - Area D + Area 8 240 Calendar Daya
Phase IV - Area F 35 Calendar Daye
The plan must also indicate the schedule of the following work items:
1. Initial Schedule: Submit to the City Engineer three (3) days prior to the Pre-
Construction Meeting an initial Construction Progress Schedule for review.
2. Items to Include: Show complete sequence of construction by activity,
identifying Work of separate stages and other logically grouped activities.
Identify the first work day of each week.
3. Submittal Dates: Indicate submittal dates required for all submittals £or the
entire project.
4. Re-Submission: Revise and resubmit as required by the City Engineer.
5. Once a Month Opdate: Submit Dpdated Construction Progress Schedule to show
actual progress o£ 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 most 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 Completion" and ae noted above.
H. The schedule of construction shall not conflict with any provision of the
Contract Documents and also that when the Owner is having other work done,
either by contract or by their own force, the Engineer may direct the time and
manner of constructing the work done under this Contract so that conflict will
be avoided and the construction of various works being done for the Owner will
be harmonized.
C. Contractor shall coordinate and cooperate with the City for construction
scheduling and traffic control modifications for special events that will occur
during the period of the contract.
Section A - SP
(Revised 9/18/00)
Page 20 of 96
A-19 Conatruction Project Layout and Control
The drawings may depict but not necessarily include: lines, slopes, grades,
sections, measurements, bench marks, baselines, etc. that are normally required to
construct a project of this nature.
Major controls and two (2) bench marks required for project layout will be provided
by the City or Consultant Project Engineer.
The Contractor will furnish all lines, slopes and measurements for control of the
work.
If, during construction, it is necessary to disturb or destroy a control point or
bench mark, the Contractor shall provide the City or Consultant Project Engineer 48
hours notice so that alternate control points can be established by the City or
Consultant Project Engineer as necessary, at no cost to the Contractor. Control
points or bench marks damaged as a result of the Contractor's negligence will be
restored by the City or Consultant Project Engineer at the expense of the
Contractor.
If, for whatever reason, it is necessary to deviate from proposed line and grade to
properly execute the work, the Contractor shall obtain approval of the City or
Consultant Project Engineer prior to deviation. If, in the opinion of the City or
Consultant Project Engineer, the required deviation would necessitate a revision to
the drawings, the Contractor shall provide supporting measurements as required for
the City or Consultant Project Engineer to revise the drawings.
The Contractor shall tie in or reference all valves and manholes, both existing and
proposed, for the purpose of adjusting valves and manholes at the completion of the
paving process. Also, the City or Consultant Project Engineer may require that the
Contractor furnish a maximum of two (2) personnel for the purpose of assisting the
measuring of the completed work.
The Contractor shall provide the following certification for documentation and
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 Surveyor (R.P.L.S.) licensed in the State
of Texas retained and paid by the Contractor. The third party R.P.L.S. shall be
approved by the City prior to any work. Any discrepancies shall be noted by the
third party surveyor and certify compliance to any regulatory permits.
Following is the minimum schedule of documentation required:
• All rim/invert elevations at
St:^~T
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„~
Wastewater:
toles
~s
2a flow line) (TxDOT
Section A - SP
(Revised 9/18/00)
Page 21 of 96
A-20 Testiaa and Certification
All tests required under this item must be done by a recognized testing laboratory
selected by the City Engineer. The cost of the laboratory testing will be borne by
the City. In the event that any test fails, that test must be done over after
corrective measures have been taken, and the cost of retesting will be borne by the
Contractor and deducted from the payment to the Contractor.
SCH8DIIL8 OF TBSTING SY TH8 CITY:
1. Embedment, Fill and Backf ill
Laboratory Testing:
(1) Gradation 7 Ea.
(2) Moisture-Density Relationship 7 Ea.
(3) In-Place Density Tests 70 Ea.
2. Concrete
Laboratory Testing:
(1) Concrete Cylinder 7 Ea.
3. Subgrade Preparation, Embankment and Backfill
Laboratory Testing:
(1) Moisture-Density Relationship
(Proctor Curve) 7 Ea.
(2) In-Place Density Tests 70 Ea.
4. Flexible Base Course (See Subsection 025222)
Laboratory Testing:
(1) Moisture-Density Relationship
Proctor Curve) 1 Ea.
(2) Zn-Place Density Tests 70 Ea.
5. Hot Mix-Hot Laid Asphaltic ConcretePavement (See Subsection 025424)
Laboratory Testing:
(1) Extraction Test 7 Ea.
(2) Stability and Laboratory Density 7 Ea.
(3) Field Density None Required
SCHBDULB OF TSSTING SY CONTRACTOR:
Testing, including sampling, will be performed by Engineer or the testing firm's
laboratory personnel, in the general manner indicated in the Specifications.
Engineer shall determine the exact time, location, and number of tests, including
samples.
Arrangements for delivery of samples and test specimens to the testing firm's
laboratory will be made by Owner. The testing firm's laboratory shall perform all
laboratory tests within a reasonable time consistent with the specified standards
and shall furnish a written report of each test.
Contractor shall furnish all sample materials and cooperate in the testing
activities, including sampling. Contractor shall interrupt the Work when necessary
to allow testing, including .sampling, to be performed. Contractor shall have no
claim for an increase in Contract Price or Contract Times due to such interruption.
When testing activities, including sampling, are performed in the field by Engineer
or the testing firm's laboratory personnel, Contractor shall furnish personnel and
facilities to assist in the activities.
Section A - SP
(Revised 9/18/00)
Page 22 of 46
When the specifications require inspection of materials or equipment during the
production, manufacturing, or fabricating process, or before shipment, such services
will be performed by Engineer or an independent testing firm or inspection
organization acceptable to Engineer.
Contractor shall give appropriate written notice to Engineer not less than 10 days
before offsite inspection services are required, and shall provide for the producer,
manufacturer, or fabricator to furnish safe access and proper facilities and to
cooperate with inspecting personnel in the performance of their duties. The
inspection organization will submit a written report to Engineer, with a copy to
Contractor, at least once each week.
The Contractor must provide all applicable certifications and tenting documentation
for all material verifying compliance with specifications to the ffiagineer and Owner.
Contractor shall obtain Engineer's acceptance of the testing firm used for all
applicable certifications and testing documentation for material compliance before
having services performed.
A-21 Project Signs - NOT DSED
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Polic
It is the policy of the City of Corpus Christi that maximum opportunity is
afforded minorities, women and Minority Business Enterprises to participate in
the performance of contracts awarded by the City of Corpus Christi in support
of Equal Employment Opportunity goals and objectives of the Affirmative Action
Policy Statement of the City dated October, 1989, and any amendments thereto.
in accordance with such policy, the City has established goals, as stated
herein, both for minority and female participation by trade and for Minority
Business Enterprise.
Definitions
Prime Contractor: Any person, firm, partnership, corporation,
association or joint venture as herein provided which has been awarded a
City contract.
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.
Minority Business Enterprise: A business enterprise that is owned and
controlled by one or more minority person(s). Minority persons include
Blacks, Mexican-Americans and other persons of Hispanic origin, American
Indians, Alaskan Natives, and Asians or Pacific islanders. For the
purposes of this section, women are also considered as minorities.
section A - SP
(Revised 9/18/00)
sage 23 of 46
A-22 Minority/Minority Hueineas Bnterprise Participation Policy (Revised 10/98)
Minority person(s) must collectively own, operate and/or actively manage,
and share in payments from such an enterprise in the manner hereinafter
set forth:
Owned
(a) For a sole proprietorship to be deemed a minority business
enterprise, it must be owned by a minority person.
(b) For an enterprise doing business as a partnership, at least
51.0$ of the assets or interest in the partnership property
must be owned by one or more minority person(s).
(c) For an enterprise doing business as a corporation, at least
51.0% of the assets or interest in the corporate shares must
be owned by one or more minority person(s).
Controlled
The primary power, direct or indirect, to manage a business
enterprise rests with a minority person(s).
Share in Payments
Minority partners, proprietor or stockholders, of the enterprise,
as the case may be, must be entitled to receive 51.0% or more of
the total profits, bonuses, dividends, interest payments,
commissions, consulting fees, rents, procurement, and subcontract
payments, and any other monetary distribution .paid by the business
enterprise.
d. Minority: See definition under Minority Business Enterprise.
Female Owned Business Enterprise: A sole proprietorship that is owned
and controlled by a woman, a partnership at least 51.0°s of whose assets
or partnership interests are owned by one or more women, or a corporation
at least 51.0% of whose assets or interests in the corporate shares are
owned by one or more women.
Joint Venture: A joint venture means an association of two or more
persons, partnerships, corporations, or any combination thereof, founded
to carry on a single business activity which is limited in scope and
direction. The degree to which a joint venture may satisfy the stated
MBE goal cannot exceed the proportionate interest of the MBE as a member
of the joint venture in the work to be performed by the joint venture.
For example, a joint venture which is to perform 50.0% of the contract
work itself and in which a minority joint venture partner has a 50.0%
interest, shall be deemed equivalent to having minority participation in
25.0% of the work. Minority members of the joint venture must have
either financial, managerial, or technical skills in the work to be
performed by the joint venture.
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 Bueineas Enterprise
(Percent) Participation (Percent)
45% 159s
Section A - SP
(Revised 9/18/00)
Page 24 of 46
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 eachtrade. The
transfer of minority employees from Contractor to Contractor or from
project to project for the sole purpose of meeting the Contractor's
percentage is prohibited.
Compliance
a. Upon completion of the Project, a final breakdown of MBE participation,
substantiated by copies of paid invoices, shall be submitted by the
Contractor to the City Engineer.
The Contractor shall make bi-weekly payroll submittals to the City
Engineer. The Contractor is to indicate the percent of minority and
female participation, by trade, which has been utilized on the Project.
Along with the request for final payment on the Project, the Contractor
will indicate, in writing, the overall participation in these areas which
have been achieved. The City Engineer may withhold monthly or final
payments to the Contractor for failure to submit bi-weekly payrolls in a
timely fashion or to submit overall participation information as
required.
A-23 Inspection Required - NOT USBD (Revised ~/5/00)
A-24 Surety Honda
Paragraph two (2) of Section B-3-4 of the General Provisions is changed to read as
follows:
"NO surety will be accepted by the City from any Surety Company who is
now in default or delinquent on any bonds or who has an interest in any
litigation against the City. All bonds must be issued by an approved
Surety Company authorized to do business in the State of 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 reinsured the portion of the bond amount that exceeds
ten percent (10%) of the Surety Company's capital and surplus with
reinsurers) authorized to do business in the State of Texas. The amount
of the bond reinsured by any reinsurer may not exceed ten percent (10%)
of the reinsurer's capital and surplus. For purposes of this section,
the amount of allowed capital and surplus will be verified through the
State Board of Insurance as of the date of the last annual statutory
financial statement of the Surety Company or reinsurer authorized and
admitted to do business in the State of Texas. The Surety shall
designate an agent who is a resident of Nueces County,Texas. Each bond
must be executed by the Contractor and the Surety. For contracts in
excess of $100,000 the bond must be executed by a Surety company that is
certified by the United States Secretary of the Treasury or must obtain
Section A - SP
(Revised 9/18/00)
Page 25 of 46
a~x~a--awl--et-tte E#E~ €ees "~.."'«,.
reinsurance for any liability in excess of $100,000 from a reinsurer that
is certified by the United States Secretary of the Treasury and that
meets all the above requirements. The insurer or reinsurer must be
listed in the Federal Register as holding certificates of authority on
the date the bond was issued."
A-25 Sales Tax Exemption (NO LONGER APPLICABLE) (6/11/98)
FeR~gt-3.- ~i-E~rev' s' en ''~'
A-26 Supplemental Insurance Requirements
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 change to:
1.. Name: City of Corpus Christi
Engineering Services Department
Attn: Contract Administrator
2. Address: P.O. 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 (30) calendar days after the date
the City Engineer requests that the Contractor sign the Contract documents.
Within thirty (30) calendar days after the date the City Engineer requests that the
Contractor sign the Contract documents, the Contractor shall provide the City
Engineer with a certificate of insurance certifying that the Contractor provides
Section A - SP
(Revised 9/18/00)
Page 26 of 46
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 a-6-li 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, for or on
account of any injury to any person, or any death at any time resulting
from such injury, or any damage to any property, 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 Responsibility for Damage Claims - NOT USHD
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A-28 Considerations For Contract Award and Execution
To allow the City Engineer to determine that the bidder is able to perform its
obligations under the proposed contract, then prior to award, the City Engineer may
require a bidder to provide documentation concerning:
1. Whether any liens have been filed against bidder for either failure to pay for
services or materials supplied against any of its projects begun within the
preceding two (2) years. The bidder shall specify the name and address of the
party holding the lien, the amount of the lien, the basis for the lien claim,
and the date of the release of the lien. If any such lien has not been
released, the bidder shall state why the claim has not been paid; and
2. Whether there are any outstanding unpaid claims against bidder for services or
materials supplied which relate to any of its projects begun within the
preceding two (2) years. The bidder shall specify the name and address of the
claimant, the amount of the claim, the basis for the claim, and an explanation
why the claim has not been paid.
A bidder may also be required to supply construction references and a financial
statement, prepared no later than ninety (90) days prior to the City Engineer's
request, signed and dated by the bidder's owner, president or other authorized
party, specifying all current assets and liabilities.
Section A - SP
(AeVised 9/18/00)
Page 27 of 46
A-29 Contractor's Field Administration Staff
The Contractor shall employ for this Project, as its field administration staff,
superintendents and foremen who are careful and competent and acceptable to the City
Engineer.
The criteria upon which the City Engineer makes this determination may include the
following:
1. The superintendent must have at least five (5) years recent experience in the
day-to-day field management and oversight of projects of a similar size and
complexity to this Project. This experience must include, but is not limited
to, street repair, sanitary sewer restoration with C-I-P Pipe and pipe
bursting, manhole rehabilitation, scheduling of manpower and materials, safety,
coordination of subcontractors, and familiarity with the architectural
submittal process, federal and state wage rate requirements, and contract
close-out procedures. The superintendent shall be present, on the jobsite, at
all times that work is being performed.
2. Foreman, if utilized, shall have at lease five (5) years recent experience in
similar work and be subordinate to the superintendent.
Foreman cannot act as superintendent without prior written approval from the City.
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.
Such written approval of field administration staff is a prerequisite to the City
Engineer's obligation to execute a contract for this Project. If such approval is
not obtained, the award may be rescinded. Further, such written approval is also
necessary prior to a change in field administration staff during the term of this
Contract. If the Contractor fails to obtain prior written approval of the City
Engineer concerning any substitutions or replacements in its field administration
staff for this Project during the term of the Contract, such a failure constitutes a
basis to annul the Contract pursuant to section B-7-13.
A-30 Amended "Consideration of Contract" Requirements
Under "General Provisions and Requirements for Municipal Construction Contracts"
Section B-3-1 Consideration of Contract add the following text:
Within five (5) working days following the public opening and reading of the
proposals, the three (3) apparent lowest bidders (based on the Base Bid only) 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. A schedule of values which specifies estimates of the cost for each major
component of the work;
4. A schedule of anticipated monthly payments for the Project duration.
5. The names and addresses of MBE firms that will participate in the Contract,
along with a description of the work and dollar amount for each firm; and
substantiation, either through appropriate certifications by federal agencies
or signed affidavits from the MBE firms, that such MBE firms meet the
guidelines contained herein. Similar substantiation will be required if the
Contractor is an MBE. If the responses do not clearly show that MBE
section r. - sr
(Revised 9/18/00)
Page 28 of 46
participation will meet the requirements above, the bidder must clearly
demonstrate, to the satisfaction of the City Engineer, that a good faith effort
has, in fact, been made to meet said requirements but that meeting such
requirements is not reasonably possible.
6. A list of subcontractors that will be working on the Project. This list may
contain more than one subcontractor for major components of the work if the
Contractor has not completed his evaluation of which subcontractor will perform
the work.
The City Engineer retains the right to approve all subcontractors that will
perform work on the Project. The Contractor shall obtain written approval by
the City Engineer of all of its subcontractors prior to beginning work on the
Project. if the City Engineer does not 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.
7. A preliminary progress schedule indicating relationships between the major
components of the work. The final progress schedule must be submitted to the
City Engineer at the pre-construction conference;
8. Documentation required pursuant to the Special Provisions A-28 and A-29
concerning Considerations for Contract Award and Execution and the Contractor's
Field Administration Staff.
9. Documentation as required by Special Provision A-35-K, if applicable.
10. Within five (5) days following bid opening, submit in letter form, information
identifying type of entity sad state, i.e., Texaa (or other state) Corporation
or Partnership, and name(s) and Title(s) o£ individual(s) authorized to execute
contracts oa behalf of said entity.
A-31 Amended Policy oa Sxtra Work sad Change Orders
Under "General Provisions and Requirements for Municipal Construction Contracts" B-
8-5 Policy on Extra Work and Change Orders the present text is deleted and replaced
with the following:
Contractor acknowledges that the City has no obligation to pay for any extra
work for which a change order has not been signed by the Director of
Engineering Services or his designee. The Contractor also acknowledges that
the City Engineer may authorize change orders which do not exceed $25,000.00.
The Contractor acknowledges that any change orders in an amount in excess of
$25,000.00 must also be approved by the City Council.
A 32 Amended "Hxecutioa of Contract" Requiremeate
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
Section A - SP
(Revised 9/18/00)
Page 29 of 96
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-Sid Meeting referred to is Special Provision A-1.
A-34 Precedence o£ Contract Documents
In case of conflict in the Contract documents, first precedence will be given to
addenda issued during the bidding phase of the Project, second precedence will be
given to the Special Provisions, third precedence will be given to the construction
plans, fourth precedence will be given to the Standard Specifications and the
General Provisions will be given last precedence. In the event of a conflict between
any of the Standard Specifications with any other referenced specifications, such as
the Texas Department of Public Transportation Standard Specifications for Highways,
Streets and Bridges, ASTM specifications, etc., the precedence will be given to
addenda, Special Provisions and Supplemental Special Provisions (if applicable),
construction plans, referenced specifications, Standard Specifications, and General
Provisions, in that order.
A-35 City Water Facilities: Special Requirements - NOT IISBD
ter'a s and eguigment used 'n the r ^^'-'"
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Section A - SP
(Revised 9/10/00)
Page 30 of 46
Section A - se
(Revised 9/18/00)
Page 31 of 46
A-36 Other Submittals (Revised 9/19/00)
Shop Drawing Submittal: The Contractor shall follow the procedure outlined
below when processing Shop Drawing submittals:
a. Quantity: Contractor shall submit number required by the City to the
City Engineer or his designated representative.
b. Reproducibles: In addition to the required copies, the Contractor shall
also submit one (1) reproducible transparency for all shop drawings.
Submittal Transmittal Forms: Contractor shall use the Submittal
Transmittal Form attached at the end of this Section; and sequentially
number each transmittal form. Resubmittals must have the original
submittal number with an alphabetic suffix. Contractor must identify the
Contractor, the Subcontractor or supplier; pertinent Drawing sheet and
detail number(s), and specification Section number, as appropriate, on
each submittal form.
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.
Section A - SP
(Revised 9/18/00)
Page 32 of 96
d. Scheduling: Contractor must schedule the submittals to expedite the
Project, and deliver to the City Engineer for approval, and coordinate
the submission of related items.
f. Marking: Contractor must mark each copy to identify applicable products,
models, options, and other data. Supplement manufacturers' standard data
to provide information unique to this Project.
g. Variations: Contractor must identify any proposed variations from the
Contract documents and any Product or system limitations which may be
detrimental to successful performance of the completed work.
h. Space Requirements: Contractor must provide adequate space for Contractor
and Engineer review stamps on all submittal forms.
I Resubmittals: Contractor must revise and resubmit submittals as required
by City Engineer and clearly identify all changes made since previous
submittal.
j. Distribution: Contractor must distribute copies of reviewed submittals to
subcontractors and suppliers and instruct subcontractors and suppliers to
promptly report, thru Contractor, any inability to comply with
provisions. _
2. Samples: The Contractor must submit samples of finishes from the full range of
manufacturers' standard colors, textures, andpatterns for City Engineer's
selection.
3. Test and Repair Report
When specified in the Technical Specifications Section, Contractor must submit
three (3) copies of all shop test data, and repair report, and all on-site test
data within the specified time to the City Engineer for approval. Otherwise,
the related equipment will not be approved for use on the project.
A_ 37 Amended Arrangement sad Charge for Water Furnished by the City„
Under "General Provisions and Requirements for Municipal Construction Contracts", B-
6 15 Arrangement and Charge for Water Furnished by the City, add the following:
"The Contractor must comply with the City of Corpus Christi's water
'Conservation and Drought Contingency Plan as amended (the "Plan"). This
includes implementing water conservation measures established for changing
conditions. The City Engineer will provide a copy of the Plan to Contractor at
the pre-construction meeting. The Contractor will keep a copy of the Plan on
the Project site throughout construction."
for Building or Construction Projects £or
The requirements of "Notice to Contractors ~B "' are incorporated by reference in
this Special Provision.
A 39 Certificate o£ Occupancy sad Final Acceptance - NOT IISSD
Section A - SP
(Revised 9/18/00)
Page 33 of 96
A-40 Amendment to Section 8-8-6: Partial Satimatea
General Provisions and Requirements for Municipal Construction Contracts Section B-
8-6: Partial Estimates is amended to provide that approximate estimates from which
partial payments will be calculated will not include the net invoice value of
acceptable, non-perishable materials delivered to the Project worksite unless the
Contractor provides the City Engineer with documents, satisfactory to the City
Engineer, that show that the material supplier has been paid for the materials
delivered to the Project worksite.
A-41 Ozone Advisory
Priming and hot-mix paving operations must not be conducted on days for which an
ozone advisory has been issued, except for repairs. The City Engineer will notify
Contractor about ozone alert. If a delay such as this is experienced, the day will
not be counted as a calendar day '" ' '"' ""' ~ "'° ""'~
A-42 OSHA Rules & Regulations
It is the responsibility of the Contractor(s) to adhere to all applicable OSHA rules
and regulations while performing any and all City-related projects and or jobs.
A-43 Amended indemnification & Hold Harmless (s/9a)
Under "General Provisions and Requirements for Municipal Construction Contracts"
B-6-21 Indemnification & Hold Harmless, text is deleted in its entirety and the
following is substituted in lieu thereof:
The Contractor shall hold the City, its officials, employees, attorneys, and
agents harmless and shall indemnify the City, its officials, employees,
attorneys, and agents from any and all damages, injury or liability whatsoever
from an act or omission of the contractor, or any subcontractor, supplier,
materialman, or their officials, employees, agents, or consultants, or any work
done under the contract or in connection therewith by the contractor, or any
subcontractor, supplier, materialman, or their officials, employees, agents, or
consultants.
The contractor shall hold the City, its officials, employees, attorneys, and
agents harmless and shall indemnify the City, its officials, employees,
attorneys, and agents from any and all damages, injury, or liability whatsoever
from a negligent act or omission of the city, its officials, employees,
attorneys, and agents that directly or indirectly causes injury to an employee
of the contractor, or any subcontractor, supplier or materialman.
A-44 Change Order (4/26/99)
Should a change order(s) be required by the engineer, Contractor shall furnish the
engineer a complete breakdown as to all prices charged for work of the change order
(unit prices, hourly rates, sub-contractor's costs and breakdowns, cost of materials
and equipment, wage rates, etc.). This breakdown information shall be submitted by
contractor as a basis for the price of the change order.
A-45 Aa-Built Dimensions and Drawings (7/5/00)
(a) Contractor shall make appropriate daily measurements of facilities
constructed and keep accurate records of location (horizontal and
vertical) of all facilities.
(b) Upon completion of each facility, the Contractor shall furnish Owner with
one set of direct prints, marked with red pencil, to show as-built
dimensions and locations of all work constructed. As a minimum, the final
drawings shall include the following:
Section A - SP
(Revised 9/18/00)
Pa Se 39 of 46
(1) Horizontal and vertical dimensions due to substitutions/field
changes.
(2) Changes in equipment and dimensions due to substitutions.
(3) "Nameplate" data on all installed equipment.
(4) Deletions, additions, and changes to scope of work.
(5) Any other changes made.
(6) Horizontal and vertical dimensions of existing utilities affected
crossed or found during the construction.
A 46 Disposal of Highly Chlorinated water (7/5/00)
The Contractor shall be responsible for the disposal of water used for testing,
disinfection and line flushing in an approved manner. Contaminants in the water,
particularly high levels of chlorine, will be used for disinfection, and may exceed
the permissible limits for discharge into wetlands or environmentally sensitive
areas. These are regulated by numerous agencies such as TNRCC, EPA, etc. It will be
the Contractor's responsibility to comply with the requirements of all regulatory
agencies in the disposal of all water used in the project. The methods of disposal
shall be submitted to the City for approval. There shall be no separate pay for
disposal of highly chlorinated water. Contractor shall not use the City's sanitary
sewer system for disposal of contaminated water.
A 47 Pre-Construction Exploratory Excavations - 0/5/00)
Prior to any construction whatever on the project, Contractor shall excavate and
expose all existing pipelines of the project that cross within 20-feet of proposed
pipelines of the project and Contractor shall survey the exact vertical and
horizontal location of each crossing and potentially conflicting pipeline.
For existing pipelines which parallel and are within ten feet (10') of proposed
pipelines of the project, Contractor shall excavate and expose said existing
pipelines at a maximum of 300-feet O.C. and Contractor shall survey the accurate
horizontal and vertical locations of said parallel pipelines at 300-feet maximum O.C.
Contractor shall then prepare a report and submit it to the City for approval
indicating the Owner of pipelines excavated and surveyed, as well as the approximate
station thereof, distance to the pavement centerline and elevations of the top of
existing pipelines.
Contractor shall perform no construction work on the project until all exploratory
excavations have been made in their entirety, the results thereof reported to the
8ngineer and until Contractor receives Hagiaeer,'s approval o£ report.
~F -.-,~.c ~ - Contractor shall provide all his own
survey work effort (no separate pay) for exploratory excavations.
A-48 Overhead Electrical Wires (7/5/00)
Contractor shall comply with all OSHA safety requirements with regard to proximity
of construction equipment beneath overhead electrical wires. There are many overhead
wires crossing the construction route and along the construction route. Contractor
shall use all due diligence, precautions, etc., to ensure that adequate safety is
provided for all of his employees and operators of equipment and with regard to
ensuring that no damage to existing overhead electrical wires or facilities occurs.
Contractor shall coordinate his work with AEP and inform AEP of his construction
schedule with regard to said overhead lines.
. It
shall be the Contractor's sole responsibility to provide for adequate safety with
regard to overhead lines whether shown in the plans or not.
Section A - SP
(Revised 9/18/00)
Page 35 of 46
A-49 Amended "Maintenance Guaranty" (8/24/00)
Under "General Provisions and Requirements for Municipal Construction Contracts", B-
8-11 Maintenance Guaranty, add the following:
"The Contractor's guarantee is a separate, additional remedy available to
benefit the City of Corpus Christi. Neither the guarantee nor expiration of the
guarantee period will operate to reduce, release, or relinquish any rights or
remedies available to the City of Corpus Christi for any claims or causes of
action against the Contractor or any other individual or entity."
A-50 Plan Sheets
Areas A through E
The drawings for this portion of the project are based on recent aerial
photographs produced for the City. Since the sanitary sewer rehabilitation
method selected for this project requires minimal excavation, this survey did
not include the establishment of ground profiles along the sewer alignments or
location of water, sewer, gas, oil, electric, cable TV, telephone, or other
utilities. Sanitary sewer, storm sewer, water, gas, right-of-way and property
boundaries have been shown based on the City of Corpus Christi Geographic
Information System (G.I.S) As noted in A-48, overhead electric wires are
present along and cross the construction route.
Area F:
The drawings for this portion of the project are based on recent aerial
photographs and utility surveys conducted for the City. The right-of-way and
property boundaries shown are based on the City of Corpus Christi Geographic
Information System (G.I.S).
A-51 Maintenance gad Control of Wastewater Flows
The Contractor shall be responsible for maintaining sewage flows 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 Department 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
Department and shall not interfere with the proper operation and function of the
wastewater collection system and shall not restrict access to residences or
businesses. The Contractor shall be responsible for coordinating the review of any
system modifications sufficiently in advance of proposed construction operations so
as 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 storm water 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 for 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
dewatering of surcharged lines and manholes and construction of temporary gravity
flow lines, force main lines, pumping equipment, plugs, flow diversion structures,
haulage by tanker truck, etc., required to maintain and control system flows shall
be the responsibility of the Contractor. The dewatering of surcharged lines and
manholes and construction of temporary gravity flow lines, force main lines, pumping
equipment, plugs, flow diversion structures, haulage by tanker truck, etc., required
to maintain and control system flows shall be considered subsidiary to the various
bid items in the contract, and shall not be measured for payment.
Section A - SP
(Revised 9/18/00)
Page 36 of 46
The Contractor shall be responsible for providing access to the private properties
and streets and maintain a smooth traffic flow during the entire construction phase
of this project.
The sewer lines to be cleaned and rehabilitated under this contract are now in and
must remain in active service to convey wastewater to the treatment plant. The City
makes no representations that any lines (gravity or force mains) will be removed
from service to facilitate the cleaning/televising and rehabilitation operations.
Nor does the City make any representation that the lines are on-grade and free of
sags and bellies and are not surcharged. The contractor shall incorporate into his
work plan the removal of liquids and internal deposits from the lines and manholes
using the most efficient means and methods available under the contractors control.
The City will not support the contractor in his operations by loaning equipment,
work crews, removing lines from service, etc.
A 52 Disposal of Materials Resulting from Cleaning of Sxisting Linea and Manholes
The Contractor shall be responsible for the removal from the site of all solids and
semi-solids resulting from the cleaning of the existing lines and manholes. Sludge
depths for the existing sanitary sewer line are not shown in the plans and
specifications, however, it is the intent of the plans and specifications that all
sludge, grit, debris, etc., be removed from existing lines and manholes during
cleaning operations and not be allowed into downstream portions of the collection
system. The Contractor shall be required to provide a weir or other methods
approved by the Engineer for assuring that downstream migration of these materials
does not occur. The Contractor shall also be required to remove these materials
from the existing line or manhole by methods approved by the Engineer. The proper
disposal of the resulting sludge, etc., shall then be the responsibility of the
Contractor. Trucks hauling materials removed from the existing lines or manholes
shall be watertight so that no leakage or spillage will occur.
All solids and semi-solids shall be dewatered and delivered by the Contractor to a
facility that is authorized to receive it. If the Contractor desires to utilize the
City's Cefe Valenzuela Sanitary Landfill, he will be required to complete the
attached GENERATOR'S WASTE PROFILE SHEET. The material must be sufficiently
dewatered to pass the required paint filter test. Disposal of the material at the
Cefe Valenzuela Landfill is subject to prior approval of the facility and payment of
associated disposal fees.
The Contractor has the option of using the City's facilities for dewatering the
solids and semi-solids. The Wastewater Department requires companies that wish to
utilize the City drying beds to apply for registration as waste handlers with the
Greenwood Plant. At the Greenwood Wastewater Treatment Plant (1541 Saratoga Blvd.),
the City has six drying beds, each with a one-foot high containment wall with a
surface area of about 2,300 s.f. The Contractor would be required to haul and
handle the material to, at, and from the facility. The Contractor will be
responsible for the restoration of the drying beds to include removal of all
dewatered material and replacement of the existing sand bed with new sand. All work
required within the Greenwood Wastewater Treatment Plant shall be in accordance with
the requirements set forth by the Plant Supervisor. The use of the drying beds is
subject to prior approval and payment of associated dewatering fees.
If the City's facilities are used for dewatering or disposal of waste, the
Contractor shall be responsible for making contact with the appropriate solid waste
and wastewater officials, scheduling the work, and meeting any requirements set
forth by said officials. Failure to meet these requirements shall be cause for the
rejection of the materials by either the landfill or the treatment plant operations.
All costs involved in disposal of the materials resulting from the cleaning of the
existing sanitary sewer lines and manholes including, but not limited to pumping,
hauling, drying, landfill charges, etc., shall be considered subsidiary to the
various bid items within the contract. The Contractor's attention is directed to
standard specifications Section 027604, Disposal of Waste from Sanitary Sewer
Cleaning Operation.
Section A - SP
(Revised 9/10/00)
Page 3] of 46
A-53 Protection of Existing 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 pipe and appurtenances. The Contractor shall be responsible for 'the repair
of any 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 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. The plan should contain information on repair procedures, location
and type of equipment to be used and time required for equipment mobilization.
A-54 Video Documentation
As part of the project requirements, the Contractor shall perform televised
inspections of the entire length of lines to be rehabilitated after cleaning and
again after rehabilitation work is complete. Hoth inspections shall be recorded in
color on professional grade VHS format videotapes at standard play (SP) speed. The
findings and observations during the videotape recording shall be referred by
documenting the finding in the tape by audio sound and continuous footage
documentation on the screen. The original plus one (1) copy of these tapes will be
forwarded to the Engineer for review and approval as they are completed. The
Engineer will distribute a copy to the Waste Water Department. If the quality of
the videos does not meet with the Engineer's approval, the Contractor shall modify
televising and/or recording equipment and procedures as required and repeat the
video documentation process. Videotape records approved by the Engineer will then
be forwarded to and become the property of the City Wastewater Division. The
Contractor will be required to make one set of direct copies from the original
videotape records for his final inspections and in furnishing videotape records in a
three ring binder, which shall be included in the applicable bid items in the
proposal. Please see Attachment II - Televised Inspection Report Data Requirements,
for the information required on the video tapes and inspection report. The
information submitted by the Contractor must include at a minimum the information
required by Attachment II. In addition to any pipe defects, the Contractor shall
also note the location of each service connection on the video tapes and the
accompanying inspection report.
The Contractor will be paid by the linear foot for lines televised after cleaning
and after rehabilitation at the established unit price for the pipe size as
indicated in the proposal.
A-55 Trench Safety
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 for the item "Trench Safety" as shown in the proposal forms.
A-56 Confined Space Entry Requirements
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 29 CFR) Permit Required Confined Spaces 1910.146.
Section A -.SP
(Revised 9/18/00)
Page 38 of 46
A-57 Pavement Restoration and Project Clean UP
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 pre-
construction exploratory excavations, point repairs, rehabilitation of manholes,
access pits, service lateral construction, the replacement pavement shall, as a
minimum, conform to the pavement restoration detail shown on the plans (refer to
Class III Pavement Repair for all pavement restoration). If the excavated or
damaged pavement section exceeds these requirements, they shall be replaced with the
same types and thickness of materials as the existing pavement. 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
available on file with the Department of Engineering Services. 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
structure(s). Restoration of all improvements as described above shall be in
accordance with applicable City standard specifications, as determined by the
Engineer. All lawns or other grassed areas, concrete or asphalt driveways,
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.
Unless shown on the proposal as a unit bid item, all site restoration and project
clean-up shall be considered subsidiary to the various bid items, therefore, no
direct payment shall be made.
A-58 Rehabilitation of Existing Manholes
Rehabilitation of existing manholes shall be performed using a protective cement
liner and high build epoxy coating in compliance with Technical Specifications
Section 02733,~as indicated in the Special Provision A-4.
Rehabilitation of existing manholes includes, but is not limited to, excavation and
removal of the manhole ring and cover(and concrete protective ring), dewatering (if
necessary), pressure washing manhole walls, preparation of invert for liner, placing
of cementitious liner and epoxy coating, re-grouting invert, replacing a new manhole
ring and cover, adjusting ring and cover to grade, providing astainless steel
inflow inhibitor and pavement restoration as mentioned in Special Provision A-57 and
the surfacerestoration.
The existing manholes to be rehabilitated are brick and mortar City standard
manholes. Refer to the plans for additional details of existing manholes. The
Contractor shall be required to verify the existing manhole dimensions and existing
manhole conditions prior to construction.
The Contractor is advised 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. The Contractor's attention is drawn to Section A-51 and A-52
for the requirements for maintaining and controlling wastewater flows and disposal
of material from cleaning operations.
Section A - SP
(Revises 9/ia/oo)
Page 39 of 96
A-59 Method of Sanitary Sewer Liae Rehabilitation
It is the intent of the plans and specifications to allow cured-in-place pipe(CIPP)
methods and pipe bursting to rehabilitate the existing sanitary sewer lines as shown
onthe plans. For this project, the design of the CIPP liner shall be based on
fully deteriorated (FD) existing sewer pipe with an ovality of 2% to 5~, see also
Technical Specification 2G29.
For further information on pipe bursting, see Technical Specification 2G24.
A-60 internal Combustion Saginea 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 6:00 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 leg shall not
exceed 67 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 or 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-61 Rerouting of Traffic During Construction
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 that plan,
it is the responsibility of the Contractor to provide a 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 22" x 34" plan sheets and should be readable, legible,
clean, proportionate and if possible, to scale; and shall meet the City of Corpus
Christi's "Uniform Barricading Standards and Practices" for the City roads, and the
requirements of the Texas Department of Transportation (TXDOT) for roads under the
jurisdiction of the TXDOT. Any additional cost incurred due to preparation o£ 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.
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.
2. Prior Approval: 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.
Section A - SP
(Revised 9/18/00)
Page 50 of S6
3. On-site Rejection: In the event a manufacturer's representative, while on the
job site, demonstrates (in 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 (no cost to the City).
4. Video Tapes: The City reserves the right to video tape any and all services
performed by manufacturer's 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 Repairs and 8xtra Length for Point Repairs
Known point repairs for this project are listed for each work area in the bid
proposal. In addition to the listed point repairs, if the Contractor encounters
line obstructions or structural failure that will not allow high pressure or
mechanical cleaning equipment to pass through the sanitary sewer pipe and which
cannot be removed with conventional internal methods, then the Contractor shall make
a point repair excavation to uncover and remove or repair the obstruction as
directed by the Engineer. Point repairs do not include repairs required to remove
tools and equipment stuck during cleaning, CCTV inspection or rehabilitation. Costs
associated with removing stuck equipment will be the responsibility of the
Contractor. Payment for the repairs will be at the established unit prices.
Contractor will only be paid for approved and completed point repairs. Where
required, a point repair shall include all labor, materials and equipment necessary
to repair a 10 foot length of existing sanitary sewer pipe (5 feet on either side of
the location of point repair), and shall include all items listed in Section A-4.
If it is determined that a particular point repair length is in excess of 10 feet,
the said point repair shall be measured by the linear foot and paid for at the
established unit prices. All point repairs and extra length for point repairs must
be approved in writing by the Engineer prior to commencement of the work.
The Contractor 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 rehabilitated pipe diameter.
A-69 Errors sad 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 correcting 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.
Section A - SP
(Revised 9/18/001
Page 41 of 46
A-65 Lack of Information
If the Contractor 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 Contractor chooses to conduct his own pre-bid TV
investigation of the sewer lines, he shall contact the City's Project Engineer. The
Project Engineer, after receiving the written request, shall contact the Wastewater
Department to assist the Contractor to perform a pre-bid TV investigation. The
Contractor shall be responsible to provide Traffic Control plans and required
traffic control signs as per City's requirements, required flagmen to divert the
traffic during the pre-bid TV investigation and the by-pass plans to divert the
flow. However, the Contractor shall not perform any investigation at the 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-66 Contaminated Soils
If, during the construction; an area is suspected of a high level of contamination,
then the City will have the area tested. If the area proves to have a high level of
contamination, then the Contractor shall comply with the regulations of the TCEQ who
has jurisdiction concerning policies as to the reuse of this material, the
Contractor shall follow the following procedures:
1. Material Reuse: Excavated material that contains indications of elevated
levels of contamination may be utilized as backfill for excavations, up to 24"
from the surface of the finished grade. It will be the Contractor's
responsibility to incorporate as much as possible of the contaminated material
into the backfill. Clean material with no indication of contamination shall
be used with the top 24" of the trench. All materials used for the backfill
of excavations shall also conform to the trench embedment section shown on the
construction drawings.
2. On-Site Stockpiles: Excess material from excavation, whether non-contaminated
or contaminated with any detectable concentration of contaminants, shall be
handled in such a way as to prevent run-on, runoff, , and infiltration of
contamination from precipitation. Contaminated stockpiles shall be underlain
by plastic, with a clean-soil berm covered with plastic around the perimeter.
The contaminated stockpiles shall be covered with plastic and secured to
prevent loss of the cover due to wind or storms. Maintenance and cleanup of
any stockpile areas shall be the responsibility of the Contractor.
3. Disposal of Excess Non-Contaminated Soil: The balance of any non-contaminated
soil not used in backfill, shall become the property of the Contractor and
shall be hauled off and disposed of by the Contractor at the designated
disposal site.
4. Disposal of Contaminated Soil: All costs associated with excavating
contaminated soil, transporting contaminated soil, landfill disposal fees,
constructing and maintaining a stockpile in the required manner, and cleaning
up the project site after the contaminated soil is removed shall be paid for
by the cubic yard as measured by the City Inspector'. Excess contaminated soil
will be transported by the Contractor to a safe disposal area to be designated
by the City.
5. OSHA Training: Contractor shall be responsible for providing proper OSHA
hazardous waste training that is required for construction personnel working in
contaminated areas.
Section A - SP
(Revised 9/18/00)
Paye 42 of 46
A-67 Pencea
All existing fences affected by the work shall be maintained by Contractor until
completion of the work. Fences which interfere with construction operations shall
not be relocated or dismantled until the owner of the fence has been notified of the
construction and the duration that the fence is to be left relocated or dismantled.
Where fences must be maintained across the construction easement, adequate gates
shall be installed. Gates shall be kept closed and locked at all times when not in
use. On completion of the work across any tract of land, Contractor shall restore
all fences to their original or to a better condition and to their original
locations. Payment for removal, replacement or repairs to existing fences shall be
at the established unit costs in the proposal.
A-68 Protection of Public and Private Property
Contractor shall protect, shore, brace, support, and maintain all underground pipes,
conduits, drains, and other underground construction uncovered or otherwise affected
by his construction operations. All pavement, surfacing, driveways, curbs, walks,
buildings, utility poles, guy wires, fences, and other surface structures affected
by construction operations, together with all sod and shrubs in yards, parkways, and
medians, shall be restored to their original condition, whether within or outside
the easement. All replacements shall be made with new materials.
No trees shall be removed inside or outside the permanent easement, except where
authorized by Engineer. whenever practicable, Contractor shall tunnel beneath trees
and shrubs in yards and parks when on or near the line of trench. Hand excavation
shall be employed as necessary to prevent injury to trees. Trees and shrubs left
standing shall be adequately protected against damage from construction operations.
Contractor shall be responsible for all damage to streets, roads, highways,
shoulders, ditches, embankments, culverts, bridges, and other public or private
property, regardless of location or character, which may be caused by transporting
equipment, materials, or workers to or from the Work or any part or site thereof,
whether by him or his Subcontractors. Contractor shall make satisfactory and
acceptable arrangements with the owner of, or the agency or authority having
jurisdiction over, the damaged property concerning its repair or replacement or
payment of costs incurred in connection with the damage.
All fire hydrants and water control valves shall be kept free from obstruction and
available for use at all times.
A-69 Security
Contractor shall be responsible for protection of the site, and all Work, materials,
equipment, and existing facilities thereon, against vandals and other unauthorized
persons.
No claim shall be made against Owner by reason of any act of an employee or
trespasser, and Contractor shall make good all damage to Owner's property resulting
from his failure to provide security measures as specified.
Security measures shall be at least equal to those usually provided by owner to
protect his existing facilities during normal operation, but shall also include such
additional security fencing, barricades, lighting, and other measures as required to
protect the site.
A-70 Acceae Roada
Contractor shall establish and maintain temporary access roads to various parts of
the site as required to complete the Project. Such roads shall be available for the
use of all others performing work or furnishing services in connection with the
Project.
Section A - SP
(Revised 9/18/00)
Page 43 of 46
A-71 Parking
Contractor shall provide and maintain suitable parking areas for the use of all
construction workers and others performing work or furnishing services in connection
with the Project, as required to avoid any need for parking personal vehicles where
they may interfere with public traffic, Owner's operations, or construction
activities.
A-72 Noiae Control
Contractor shall take reasonable measures to avoid unnecessary noise. Such measures
shall be appropriatefor 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 noise consistent
with efficient performance of the Work. -
During construction activities on or adjacent to occupied buildings, and when
appropriate, the Contractor shall erect screens or barriers effective in reducing.
noise in the building and shall conduct his operations to avoid unnecessary noise
which might interfere with the activities of building occupants.
A-73 Duat Control
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 practicable, dusty materials in piles or in transit
shall be covered to prevent blowing dust.
Buildings or operating facilities which may be affected adversely by dust shall be
adequately protected from dust. Existing or new machinery, motors, instrument
panels, or similar equipment shall be protected by suitable dust screens. Proper
ventilation shall be included with dust screens.
A-74 Temporary Drainage Proviaiona
Contractor shall provide for the drainage of storm water and such water as may be
applied or discharged on the site in performance of the Work. Drainage facilities
shall be adequate to prevent damage to the Work, the site, and adjacent property.
Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented
as necessary to carry all increased runoff attributable to Contractor's operations.
Dikes shall be constructed as necessary to divert increased runoff from entering
adjacent property (except in natural channels), to protect Owner's facilities and
the Work, and to direct water to drainage channels or conduits. Ponding shall be
provided as necessary to prevent downstream flooding.
A-75 Dewatering
This item shall be subsidiary to the appropriate bid item as described in Section A-
4 where dewatering is needed to keep the excavation dry, as approved by the
Engineer, and shall include allcosts to provide a dry foundation for the proposed
improvements. Storm water that enters an excavation can be pumped out as long as
care is taken to minimize solids and mud entering the pump suction and £low 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 intent that Contractor discharge
groundwater primarily into the existing storm water system, provided that the
quality of groundwater is equal to or better than the receiving stream. Testing of
groundwater quality is to be performed at the City's cost, when determined
necessary, by the City. If the water does not meet quality standards, options £or
Section A - sP
(Revised 9/1B/00)
Page 94 of 46
disposal of groundwater by the Contractor would include pumping to the nearest
sanitary sewer system or discharging to temporary holding tanks then trucking to a
sanitary sewer or wastewater plant. If discharging to temporary holding tanks and
trucking to a sanitary sewer or wastewater plant, the costs for these operations
shall be negotiated. Other groundwater disposal alternatives or solutions may be
approved by the Engineer on a case by case basis.
Prior to Pumping groundwater from the trench to the sanitary sewer system the
Contractor shall contact the Pretreatment Activity at 826-1800 to obtain a "no cost"
permit from the Wastewater Dept. City will pay for any water quality testing or
water analysis cost required. The permit will require an estimate of groundwater
flow. Groundwater flow can be estimated by boring a hole or excavating a short
trench then record water level shortly after completion, allow to sit over night,
record water level again, pump hole or trench dry to a holding tank or vacuum truck
then record how long it takes to fill to original level and overnight level.
A-76 Manhole Teatiag
As part of the project requirements, the Contractor shall perform leakage testing of
the manholes by one of the methods outlined in Technical Specification Section
2G17.13 Testing.
A-77 Work is TxDOT ROW
The Contractor shall notify TxDOT 72 hours in advance of undertaking any work within
the TxDOT ROW. The notification shall be submitted to Jim Jennings using the
"Notice of Proposed Work" form as shown in Attachment III of the specifications.
Jim Jennings can be reached at 361/289-1400 or by Fax at 361-289-2739. Please note
that if there is any change in the scope of work, the Contractor shall verify if a
new permit is required prior to undertaking the work. All pavement repairs within
the TxDOT ROW shall conform to the detail shown on Plan Sheet 23 of 23. The
Contractor shall protect the pavement adjacent to the work area. Any pavement
damaged as a result of the Contractor's efforts, shall be restored to original
condition at the Contractor's expense.
A-78 Technical Special Provisiona_
The requirements of "Technical Special Provisions" are incorporated by reference in
these Special Provisions.
A-79 Bntry into Private Property
The Contractor shall use a form letter to notify property owners of the impending
construction work within the City's utility easement. A typical form letter has
been provided for the Contractor's use in preparing the public notification letter
(See Attachment IV). The letter shall be approved by the Engineer prior to being
sent to the affected property owners.
A 80 Agreement to Allow a Temporary Construction Project Staging Area in a City Park
If the Contractor elects to utilize Koolside Park, Lindale Park, Glen Arbor Park or
Cullen Park as noted in the traffic control plans, he shall enter into an agreement
with the City of Corpus Christi. A draft version of the agreements for use of each
of these parks can be found in Attachment V.
A-81 Amended Prosecution sad Progress
Under "General Provisions and Requirements for Municipal Construction Contracts",
B-7 Prosecution and Progress, add the following:
"Funds are appropriated by the City, on a yearly basis. If funds, for any
reason, are not appropriated in any given year, the City may direct suspension
or termination of the contract. If the Contractor is terminated or suspended
and the City requests remobilization at a later date, the Contractor may
request payment for demobilization/remobilization costs. Such costs shall be
addressed through a change order to the contract.
Section A - SP
(Revised 9/18/00)
Page 95 0£ 46
SUBMITTAL TRANSMITTAL FORM
PROJECT:
ONNER:
ENGINEER: URBAN ENGINEERING
CONTRACTOR:
SUBMITTAL DATE:
APPLICABLE SPECIFICATION
OR DRAWING
SUBMITTAL NOMBSR:
SUBMITTAL
Sec[ion A - SP
(Revised 9/18/00)
Pdge 46 of 46
A G R E E M E N T
TAE STATE OF TEXAS §
COUNTY OF NUECES §
THIS AGREEMENT is entered into this 14th day of APRIL, 2009,
by and between the CITY OF CORPUS CHRISTI of the County of Nueces,
State of Texas, acting through its duly authorized City Manager,
termed in the Contract Documents as "City," and Huff 6 Mitchell,
Inc. termed in the Contract Documents as "Contractor," upon these
terms, performable in Nueces County, Texas:
In consideration of the payment of $2,454,026.00 by City and
other obligations of City as set out herein, Contractor will
construct and complete certain improvements described as follows:
OSO AND WHITECAP WWTP
BASIN SANITARY SEWER REHABILITATION (FY 2008-2009)
PROJECT NO. 7400
(TOTAL BASE BID THREE: $2,454,026.00)
according to the attached Plans and Specifications in a good and
workmanlike manner for the prices and conditions set out in their
attached bid proposal supplying at their expense such materials,
services, labor and insurance as required by the attached Contract
Documents, including overseeing the entire job. The Contract
Documents include this Agreement, the bid proposal and
instructions, plans and specifications, including all maps, plats,
blueprints, and other drawings, the Performance and Payment bonds,
addenda, and related documents all of which constitute the contract
for this project and are made a part hereof.
Agreement
Page 1 of 2
The Contractor will commence work within ten (10) calendar
days from date the •)receive written work order and will complete
same within ~$2iT'CALENDAR DAY3 after construction is begun.
Should Contractor default, Contractor may be liable for liquidated
damages as set forth in the Contract Documents.
City will pay Contractor in current funds for performance of
the contract in accordance with the Contract Documents as the work
progresses.
Signed in 4 parts at Corpus Christi, Texas on the date shown
above.
AT
i
City Secretary
CITY ~pOff~j /C~/O~R,,P~US~CHRISTI
By: ~/U~I "~"."L
Oscar Martinez
Assistant City Manager
APPROVE`Dp AS TO LEGAL FORM: ~~/~~~)
By: c~..!/Yt
Asst. City At o ney
ATTEST: (If Corporation)
Shaw
(Seal Below)
(Note: If Person signing for
corporation is not President,
attach copy of authorization
to sign)
By:
Pete Anaya, P.E.
Director of Engineering Services
CONTRACTOR
Huff & 'tchell Inc.
By: ~ \
~-~~!~~,~
Title• ti's Yres~J`c(~~
13626 KLUGE ST.
(Address)
CYPRESS, T]C 77429
(City) (State)(ZIP)
281/304-9100 * 281/304-9107
(Phone) (Fax)
a 0 Ypl-~ g$ . AUTNORIZEt~
!IT COtlRCIL..,Q~„~.~,~~,~~,,,
i
AR{'~41.
Agreement
Page 2 of 2
RESOLUTION OF CORPORATION
RESOLUTION OF CORPORATION
I hereby certify that it was RESOLVED by a quorum of the directors of
-Huff i£ Mitchell Inc.
(Name of Corporation / Contredor)
on the day of 11y , 20~, that ~P~ ~e~'Representatar~)
be, and hereby is, authorized to act on behalf of the Corporation, as its representative,
in all business transactions conducted in the State of Texas, and
-That the above resolution was unanimously ratified by the Board of Directors at
said meeting and that the resolution has not been rescinded or amended and is now in
full force and effect; and
In authentication of the adoption of this resolution, I subscribe my name on this
day of , 2~~•
l~~f
Secretary/A stant Secretary
END OF DOCUMENT
ua~uvl [vua ii:4e rxx
OSO ANO 11HTTECAP 1PN'P8 BASIN S34NITARY SEi~ER R1El1ABILITATIOD7
(8'Y 2008 - 2009)
BASE HID ONE PART A - !-REA A
1~ VV47V3J
= II
III
IV
HID fl'1'Y ~' D88CRIPTION UNIT PRICQ HID ITEM Y7[TICN$ION
ITBM DNIT
A. AREA A•- SANITARY $Eg6R Il4P$ANP,l~NTS
A-1 1 Pre-Construction Video Taping
lace
t
i ~
~~•
~~~
LS e
n p
and Photos, comple .
4
er LS
A-2 2,160 Cleaning and Video Recording
LE of Sewer Linea Before and
l ~ ~i7 ~ n!)
ZZ// ~i/
ete
After Rehabilitation, comp $
in lace per LF
A-3 560 Rehab of 6N VCP Sewer Pipe by
LF
Pipe Bursting to 8" HDPE (0'-
i
Q
~ CJ • o
~J
n
6' in Depth), complete $
/
lace er LF
A-4 520
LF Rehab of 6^ VCP Bewez Pipe by
Pipe Bursting to 6" HDPE (6'-
2
~
10' in Depth), complete in J • $
/
place er LF
A-5 14 Install Service Laterals (with
EA cleanout) on Sewer Pipe ~q
~ 2 ~,F%
Rehabilitated by Pipe Bursting ,
5 /
(C'-6' Sn Depth) up to 25', $
com late in lace er EA
A-6 16 Install Service Laterals (with
EA cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting ~~' /o ~/~ry~
'Y"~ "
(6'-10' in Depth) up to 25', $
complete in lace er EA
A-7 30
F Extra Length for Service
ls (0'-6' in Depth)
Lat
r
~• ~ ^ ~~w
G
L ,
e
a 8
com late in place pez LE
A-8 30 Extra Length for Service
'
~~
LF in Depth),
Laterals (6'-10 Z , /
•
com lete in lace er LF $
A-9 1 4' Dia. Manhole Restoration
EA with Cement Pnd Epoxy Coating
com
lete in
th)
i
D
0 ~ ` Q~ ~/ ~'
C/
p
e
,
n
(
6 ,CJ
lace er EA __, $
ABVIBED Yxopoeal toxin
Page 3 of 32
ADDENDOM N0.2
Attachment No. 7
Page 3 of 32
VJ/VY/LVVJ 11. Y6 ~M8
090 AND WBTTECAB 9oNTP BASIN SANI'PARY 88WER REEIASI7.ITATION
(SY 2008 - 2009)
RASE HID ONE PART A - AREA A
IQJ VV]/V3J
I II III IV V
BID 4TY & DEBCRIDTION UNIT PAZCE HTD TTSM EXTENSI~7
ITEM DNIT
A-10 2 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
D
th)
6`-10' i ~1
~®
~g~J(?.
,
n
ep
( .
% $
lace per EA
A-11 10 Iritetnel Obstruction Removal, ~~~ $ 6/!/V~'
EA complete in lace er EA
A-12 1 New 4' Dia. Fiberglass Manhole
complete in
(D`-6' in Depth)
ae`.QQ.
~~-~-~
EA , ,
$
lace er EA
A-13 1 Point Repair (Up to 10' in
EA Length) Of 6" VCP Sewer Pipe
complete in
(0'-6' in Depth) ~ ~~ ~ I DO~•
, ~ $
place psr EA
A-14 1 Point Rapait (Up to 10` in
pp, Length) of 6^ VCP Sewer Plpe
(6'-10' in Depth), complete in n
~ /(70.
~ ~fl~•
lace er EA $
A-15 10 Extra length (Over 10'-0" in
LE Length) for point repair of 6"
th)
i
0'-6' i
D ~O
~Q~
,
pa(
n
ep
VCP sewer p .
B
co late in lace per LF
A-16 10 Extra length (Over 10`-0" in
Lg Length) for poinC repair of 6"
D
th)
0' i
' / g,
r
~/ / ~,rl •
'(/V
n
ep
,
VCP sewerpipe(6
-1 j ,~
com late in place per LF $
A-17 90 Repair 2" HMAC Pavement and nn C
gy
12" Flexible Base, complete in
/~v• ~
0~(~•
lace pet SY $ f
A-1B 90 Repair Concrete Sidewalk, 3s~- i S~o
gE ccmplete in place par sF $
A-19
20
Repair Concrete Curb and
g S ~fj~
~
"
LF Gutter, complete in place per LF S
"
A-20 400 SOd Restoration, complete in c( ~ Z~~ .
$
SY lace ex SY U '
A-21 300 Fence Restoration, complete in ~ D . 9 QQ~
LF place per LF $
R&VISZD PxoDpasl roar
Page d of 32
ADDENDUM N0.2
Attachment No. 7
Page 4 of 32
OSO AND WiiITECAP NSTP BASIN SANITARX SEOPER PENAAILITATION
(FZ 2008 - 2009)
HAS& SID ONE PARx A -AREA A
IQJ VVb/VJ:3
I zI III rv v
SID QTY 6 DESCRIPTION UNIT PRICE SID ITEM $7LTENHIOlI
ITSbI UNIT
A-22 1 Traffic Control, complete in )p0
L $ IO ~g
i V
LS lace er LS
A-23 410 Trench Safety, complete in / , (~~~,
LF lace er LF - $
-r - -
A-29 50 Disposal of Contaminated Soil, ` ~~2, 700
$ ~
CY co lets in lace par CY '
A-25 1 Unanticipated Utility
LS Allowance (Mandatory
Allowancs), complete in place
er LS 7,000.00 X7,000.00
A-26 Ls Use and Restoration Of a City ~l~
v "" S 2 gQ~~
7
Bark oo lets in lace er Ls
TOTA7t. BABE HID ONE PART 1k - AREA A $ ~ ~ Zi SrZ~ -_'
(Bid Items A-1 thru A-26)
NOT6: The above unit prlcea neat include all labor, materials, bailing, r®oval, overhead, profit, insurance, etc.,
to covet the finished work of the several klnda called for and the Owner resar-ea the light to incr9aee oY
decrease the quantity of any bid item. The above quantities era approximate and may very lrom the final
quantities. Da not order materiel based bn these aunrOXinate Ouantltiee.
REV28PD Proposal Fora
Page 5 of 32
ADDENDUM N0.2
Attachment No. 7
Page 5 of 32
V3/V4/LVVO iiay ran
080 AND WHITBCAP 67WTP BASIN SANITARY SEWER RENASILITATION
(FY 2008 - 2009)
BASE SID ORO~ PART A - AREA 8
IQ VVf/V ~:i
I II III n'
SID QTY i D8$CRIPTIOPi UNIT PRICE 9ID ITE![ EX'P8N$ION
ITEM UNIT
B. AREA H - SANITARX SL71ER IMPROVBbD;NTe
B-1 1 Pre-Construction Video Taping
~
p
LS and Photos, complete in place S Qom, p0.
j
et LS $
e-2 4,290 Cleaning and Video Recording
LF of Sewer Lines Eefore and
m
l
t
i
i ~ ~`
~ O
p
e
on, co
e
tat
After Rehabil '
$
in lace ex LF
B-3 610 Rehab of 6" VCP Sewer Pipe by
LF Pipe Buxstinq to B" ADPE (0'-
6' in Aepth), complete in ~~ `.p„O
2 ~
(J
/
S
lane er LF
B-9 9B0 Rehab of 6" VCP Sewer Pipe by
LF Pipe Bursting to B" HDPE (6'-
complete in
1D' in Depth)
?j ~J. •~
2'j"'
3 /
,
lace er LF /
6
H-5 530
LF Rehab of 8" VCP Sewer Pipe by
CIPP (6'-10' in Depth),
r/
~ ~~(7,
complete in lace er LF , $
B-6 23 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by eipe Bursting
u
to 25'
th
0'
6' i
A rQ:~,
J ~wv ~ry,
0 ~
/(/
p
,
)
(
-
n
ep
co fete in lase er EA ~
/
8-7 33 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
(6' -10' in Depth) up to 25' ,
~ ~ tL
ar
5~~
CO late in lace er EA ~ ~
7
$ ~
e-B 30 Extra Length for service
LF Laterals (0'-6' in Depth), //~ ~ ~~
C late in place er LF _ +~- $
B-9 30
LF Extra Length for Service
Laterals (6'-10' in Depth)
z ` 2
~
` L (~
,
com fete in lace er LF , ,
$
RBVIBED 8sopoael Hbm
gage 6 of 32
ADDENDUM N0.2
Attachment No. 7
Page 6 of 32
VJ/V4(LVV~ 11.4.'1 hXX
O30 AND WHITECAP WWTP Hl18IN SANITARY SEWER RElWBII.ITATION
(E'Y 2008 - 2009)
SASE HID ONE PART A - AREA 8
IpJ VVG/V33
I xx xrx xv v
8ID 4'fY & p&SCRxPTiON ~rT ~~ HID ITRtQ EXT&NBION
r'1'~ UNIT
B-10 2 4' Dia. Manhole Restoration
S,P. with Cement and Epoxy coating
complete in
(0'-6' in Depth) ~ ~~~ . ~~
~
,
lace er EA ,
S
8-11 3 4' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
(6' -10' in Depth)
~~ Qf~ /
?D Q
~
,
lace er EA , .
l
S l
8-12 1
EA Rehab of Dxop connection (6'-
complete in
10' in Depth) ~
f7Q. 90®.
, S
lace er EA
8-13 10 internal Obstruction Removal, ~, S /~ ~J~Q ,
EA com fete in lace er EA Y~
B-19 1 Point Repair (Up to 10' in
EA Length) of 6" VCP Sewex Pipe
complete in
th)
(0'-6' in De
~
3
~ ~~
,
p ~, ,
place er EA ~
S
B-15 3 Point Repair (Up Co 10' in
EA Length) of 6" VCP Sewer Pipe
3 ,
(6'-10' in Depth), complete in 0(7~ /f /.0 O ,
lace er EA $
s-16 10 Extra length (Over 10'-0" in
LF Length) for point repair of 6"
in Depth)
VCP aewex pipe (0'-6' r- ~
C
®
,
.
complete 1n lace er LF ~ S / ~
B-17 30 Extra length (Over 10'-0" in
LF Length) for point repair of 6"
VCP sewer ipe(6'-10' in Depth)
~~
DD
~
,
co lete in lace er LF
~
$
~
8-18 120 Repaix 2" HMAC eavement and
$y 12" Flexible Base, complete in
~~ /
,
~~d
place per 5Y ~
S
B-19 50 Rapaix Concrete sidewalk, 2L~
gF
complete in place per SF
J 7 $ / ~~
~
B-20 10 Repair Concrete Curb and Q ~
LF Gutter, complete in place per LF U S
RBVISa;D 1Propoaa7. Forty
Page 7 of 32
ADDENDUM N0.2
Attachment No. 7
Page 7 of 32
09p AND SPHITECAP Y SASIN SANSTARY 3EWSR R$8A$ILITATION
(E'Y 2008 - 2009)
RASE SID ONE PART A - ARNA 9
lQf VVJ/VJJ
I II III rv v
HID 4TY 6 DIDBCRIPTION UNIT RRICID HID ITIDt4 IDXTIDNBIOtc1
ITEK UNIT
B-21 750 Sod Festoration, complete in $ ~~~,
SY place er SY
B-22 560 Fence Restoration, complete in 3 Q
J $ ~ O ~~,
LF laoe r LF
e-23 1 TralEic Control, complete 1n 31~0~ ~lOQ .
L3 lace er LS $
B-24 730 Trench Safety, complete in ~ $ `~ 7~
LF lace ar LE
B-25 50 Disposal of Contaminated Soil, ~ ~~ ~~~,
CX Dora lets in lace er CY +~
B-26 1 Unanticipated Utility
LS Al10Warice (l~adatory
A1loavanao), complete in place
er LS 7,000.00 1$7,000.00
TOTAL HASID HID ONS PART A - AR&A H $ ~ b 7 ~ ~y ~-
(Bid Items B-1 thru B-26)
NOTE: Tne dboV6 trait pxiree must include all labor, materials, bailing, xertaval, overhead, profit, insurance, ett..
t0 cover the f1nleAad work o! Che 6everel kittda Called !ox end the OwneY reastvas the right to increase or
decseaae the quantity oP etty biQ Stma. she above quantities axe approximate sad nay Vary from the final
quantities. DO not order material based on these appraxiSiats Cueniltiee.
REVIBiD Pxpposetl sosai
page B o! 32
ADDENDUM N0.2
Attachment No. 7
Page 8 of 32
var ~vr avow ii.va rnn
O80 AND WHITECAP WV7'1'P H71lBIN SANITARY S89PER REHABILITATION
(FY 2006 '- 2009)
8A3E 8ID ONS PA&T A - AREA C
IQJV IVl V:iJ
I xx Iu =~ ~
BID 4'~ A DEBCRIpTION UNIT ~~ BID ITRM 8XTE178SON
ITEM UNST
C. AREA C - SANITARY BEiIER ZMPROV~NTS
C-l 1
LS Pre-Construction video Taping
lete in place
com
and photos ~
~
~ e~
•
p
, ,
)p $ J O00
p x LS
C-2 2,20 Cleaning and Video Recording
LF of sewer Lines Before and ~
After Rehabilitation, complete ~ S ~1 ~ZfJO,
in lace per LF
C-3 a50 Rehab of 6" VCe Sewer Pipe by
LF Pipe Bursting to 8" HDPE (0'- Q
6' in Depth), complete in 3 U. $ ~ ~ ~(~v,
lace er LF -
C-9 670 Rehab of 6° VCP Sewer Pipe by
LF Pipe Bursting to 8° HDPE {6'- ~
10' in Depth), complete in ~
$ 7
25~~,~,
lave er LF
C-5 12 Install Service Laterals (with
EA CleanOUt) on Sewer Pipe
/
Rehabilitated by Pipe Bursting C~ ~ O
~
(0'-6' in Depth) up to 25', J
c lets in ]ace er EA ~
~
C-6 13 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting ~ J~~ ~~ ,r"~, .
~(J
(6'-]0' in Depth) up to 25',
com lets in lace er EA S
C-7 30
LF Extra Length for Service
Laterals (0'-6' in Depth),
f ZQ~.
com lets in lace er LF $
C-8 30 Extra Length for Service
LF Laterals (6'-10' in Depth),
~ /
! ~~'
complete in place per LF S
C-9 1 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
(0'-6' in Depth)
(~'
a ~~'
,
place er EA $
REVIBCO Proposal 80r04
Paga 9 of 32
ADDENDOM N0.2
Attachment No. 7
Page 9 of 32
090 AND iQHtTECAP 9SITP BASIN SANITARY BPSNER REBABILITATYON
(FY 2008 - 2009)
SASE B2D ONE PART A - AREA G
IQf V 11/VJJ
I zx III Iv v
HID QTY S DEHCRIPTION t1NIT PRICE HIp ITEM 8X4rS78I02i
ITEM UNIT
C-10 1 9` Did. Manhole Restoration
EA with Cement and Epoxy Coating
®
9
(6'-10' in Depth), complete in •
3 a X
00•
lace er EA $
C-11 1
EA Rehab of Drop Connection (D'-
lete in
6' in De
th)
com ^ /~0O
~G i
~ O®
p
,
p $
lace et LA
C-12 1
EA New 9' Dia. Fiberglass Manhole
complete in
(0'-6' in Depth)
~
Z
~•
, S
~
lace er EA
c-13 10 Internal Obstruction Removal, b ~Q, 6 OQQ.
EA com late in lace er Fd# S
C-19 1 Point Repair (Op to 10' in
EA Length) of 6" VCP hewer Pipe
(0'-6' in Depth), complete in
~(~fJ,
3
~
(7C7O.
lace er ~ ' ~
S
c-15 1 Point Repair (Up to 10' in
EA Length) of 6" VCP Sewer Pipe
(6'-10' in Depth), complete in
~
y
~
~ ~~
'
lace er EA /(
/
S
~
C-16 lO Extra length (Over 10'-0•' in
LF Lengthl for point repair of 6" r l
VCP sewer pipe(0'-6' in Depth),
y ~ 8 ~ ,
complete in place per LF S
C-1~ 10 Extra length (over 10'-0" in
LF Length) for point repair Of 6"
VCP sewer pipe(6'-10' in Depth),
~ ~ '
complete in place per LF S
C-18 300 Repair 2" HMAC Pavement and
SY 12" Flexible Hase, complete in ~1
~~/ ' s-~~,~
~ ~/~ '
lace er SY S
C-19 90 Repair Concrete Sidewalk, ~
3
SF complete in place per SF s ' s l
C-20 220 Repair Concrete Driveway,
~ /p
~~~
SF com lets in lace er SF " S
8EVI8BD PznpOeal iiosu
Page 10 of 32
ADD&NDUM N0.2
Attachment No. 7
Page 10 of 32
vJ/VY/LVVJ II YJ ~tlP
OSO ANp 1PAITECAP WWTP BASIN SANITARY SEPPBR R8HA9ILTTATION
(FY 2003 - 2009)
SASS SID ONS PART A - A C,
IQJ V IL/ VJJ
I Is six zv
8xD flTy ~ DHBCRIPTION UNIT PRIC& HID ITEMS &yCT&NBxON
ITaes uNxT
C-21 10 Repair Concrete Curb and y' r QC~
LF Gutter, complete in place per LF U ~ . S UJ
C-22 300 Sod Restoration, complete in ~ S a,~(7•
SY place per SX
C-23 250 ~'cnce Restoration, complete in ~O 'l~j~Q'(J.
LF lace er LF $
c-24 1 Tzaffic Control, complete in '(~® • ~ /p 0
LS lace er LS S
C-25 330 Trench Safety, oompleta in ~ $ 7J '~
LF lace per LF
C-26 50 Disposal of Contaminated Soil, /~~1 S '7~ b O
CX
c lets in lace er CY .
c-27 1 unanticipated Utility
LS Allowance (Mandatory
Allowaaoa), Complete in place
er LS 7,000.00 $7,000.00
~ ~, ~y4. °
TOTAL BASE HID OI4E HART A - AREA C S
(bid Items C-1 thru C-27)
xOTEo The above unit prices moat ieelude all labor, materials, belling, xaroval, overhead, profit, insurance, etc.,
to Cover the Finished work of tba several kinds Called fer and the Oxnat reeerVCe CAe right to increase or
decrease the quantity of any bid item. The above quantitiea are approximate and may vary lroa the final
quantities. oo not order aatazial based on these approxiaatu Quantities,
RSVZaBD proposal 8orm
Page 11 of 32
ADDENDUM N0.2
Attachment No. 7
Page 11 of 32
VJ/VY/LVVJ IIYJ AMR
OSO AND 9iSI'1'ECAP WO1'1'P BASIN SANZTARX &EWER REftAHILITATIOW
(FY 2008 - 2009)
BASE A2D ONE PART H - AR8]i D
~F:I u Iul veo
= xi sxx =~ ~
$~ Q'M i D88CRSPTION DNTT PAiCE HID TT®Ft $XTRNBION
ITEM UtiXT
D-1 1 Pre-Construction Video Taping ~
LS and Photos, complete in place S~~' $ G~~ p0~
er LS
D-2 9,760 Cleaning and Video Recording
LF o;E Sewer LirieB Before and ry
After Rehabilitation, complete ~ 7
0~~
S P ?)
in lace per LF _ ~
D-3 900 Rehab of 8" VCP Sewer Pipe by
LF Pipe Bursting to 10" HDPE (0'-
complete in
th)
6' in De
~
`~~pQ
p
, ,
$
place er LP
o-4 730 Rehab o£ 8" VCP Sewer Pipe by
LE ^ HDPE (6'-
Pipe Bursting to l //~ _ ~}["
~ Z
~
p
10' in Depth), com lets in `t',~ ,
/~ jj J
place per LF $
D-5 1,250
LF Rehab. Of 0" VCP Sewer Pipe by
Pipe Bursting to 10" HDPE `~~~- ~ ~
7~
(10'-15' in Depth), complete
J /
.
in lace per LF S
D-6 13 Install Service Laterals (with
N:A Cleanout) on Sewer Pipe '"7/ ~ _
Rehabilitated by Pipe Bursting ~~ /I~
(0'-6' in Depth) up to 25',
c fete in lace er EA $
0-7 22 Install Service Laterals (with
EA Cleanout) on Sewer Pipe /~ ~
Rehabilitated by Pipe Bursting
,(~ ~ /~ 3 ~O
7
(6'-10' in Depth) up to 25', $
com late in lace er EA
D-8 36 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting ~-,~y
l,DW
~b
~~~
(10'-15' in Depth) up to 25', $
~
~
complete in place per EA
^-9 30
LF ~ Extra Length for Service
Laterals (0'-6' in Depth), ,/ _
UT`l~7
~
7,1Y~,
com late in place er LF $ w
PEVIaBD PsOPOHl lbrm
gage 12 of 32
ADDENDUM N0.2
Attachment No. 7
Page 12 of 32
OSO AND pW;ITRCAP mWTP BASIN SANITARY SEWER RERASILITATION
(FX 2008 - 20D9)
SASE BID OR'1E PART 8 - AREA D
~ ~iv~~os
I II xis zv v
STD Q'l'Y B DESCRIPTION DNIT PRICE BID ITC![ EXTCN9ION
ITffid VNIT
D-10 30 Extra Length for service
LF Laterals (6'-10' in Depth), 2' •®
com lets in lace er LF $
D-ii 30
LF Extra Length for service
Laterals (10'-15' in Depth)
~o .
~Q~~'
, $
complete in lace er LF
D-12 1 4' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
lete in
th
0'-6' i
D ~~~~ ]
v~
) , comp
ep
(
n $
lace er EA
D-13 3 4' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
i
t
0'
' Q~
`" ~
I /
~~
n
-3
in Depth), comple
e
(6 ~
lace per EA $
D-14 3 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
~~~ O O,
l ~
(10'-15' in Depth), complete • ,
in place ar EA $
D-15 1
EA Rehab. Of Drop Connection
(10'-15' in Depth), complete
a~OO
~
O®
in place per EA , $
,
~
D-16 10 Internal Obstruction Removal, L,Cy-~,
c~~ / 0~~~
(
~ complete in place per EA $ ,
~
D-17 2 Point Repair (Up to 10' in
EA Length) of B" vcP Sewer Pipe
(6'-10' in De
th)
complete in
3 ~~•
~
~~~
p
,
lace er EA ~
$
Point Repair (Up to 10' in
D-18 1
EA Length) of 8" VCP Sewer Pipe
(10' -15' in Depth) complete
~~CIO.
~ ~QQ .
$
in lace er EA
D-19 20 Extra Length (Over 10'-0" in
LF Length) for Point Repair of 6"
VCP Sewer Pipe (6'-10' in ~~ /
ai~
$
,
Depth), a lets in lace er LF
D-20 10 Extra Lengt (over 0'-0" in
LF Length) for Point Repair of 6"
VCP Sewer Pipe (l0'-15' in
~
~
i
l '~
' '
n
ace er LF
De th), com 1. S 1
aL'VIBCD Proposal germ
Page 13 of 32
ADDENDUM N0.2
Attachment No. 7
Page 13 of 32
O&O AND iPHITECAP 1710TP HABIN SANITARY 9E~ REFIABILITATION
(S'Y 2008 - 2009)
BA3& BID 0®7E PART B - AREA D
LQ V15/V:i~
I II Iii Iv v
HID QTY i DESCRIPTION UNIT PRICE HID ITEM EXTSNBION
ITLM VNiT
D-21 70 Repair 2" xMAC Pavement and
" ~7
~~~'
SY Flexible Base, complete in
12 O~ S /
lace pez SY
D-22 90 Repair Concrete Sidewalk, ~' ~ / ~O
SF
ecm lets in lace per sF .
$
D-23 20 Repair Concrete Curb and
~ ~
LF Outter, compl. in place per LF '
$
D-2b 950 Sod Restoration, complete in ~ ~ 6 ~d .
SY lace er SY - $
D-25 710 Fence Restoration, complete fn
0 ~ ,b ~
~/
LF lace par LF $
~
D-26 1 Traffic Control, complete in ~ p ~ 1 ~o
LS lace r LS S
D-27 630
~ Trench Safety, complete in
/ ~
~~~'
LF place er LF $
D-28 50 Disposal of Contaminated soil, /~Z
L ~~~~
CY complete in place er CY $
D-29 1 Unanticipated Otility
LS Allowance (Mandatory
A1lowanaa), complete in place $7,000.00 Q7,000.00
er LS
D-30 L Use and Restoration of a City 00,
~ 3 gam,
S Park, complete in place per Ls S
TOTAL RASE 8ID ONE PAR! H - ARSA D S ~ ~ 7 7i7, l ~y • ~
(Hid Items D-1 thru D-30) ~
no
NODE: The above unit prices must include all labor, materlel9, beillaq, rerypval, overhead, profit, insurance, etc.,
to cover the liniehed worX of the ievaral klnda called POr and the Owner Yeservee the right co increase or
deorease Che quantity of apy.Did itca. the shove quantities are appcnxi9lata and msy vary from the lSnal
quantities, Oo not ordgr material based on theca spproxiaete auantitiea.
R&VIStD Pro8oau4l. 8bxm
Page ld of 32
ADDENDUM N0.2
Attachment No. 7
Page 19 of 32
vu, vy, coou II.VO rnn
OSO AND SiNI'i'ECAA W~7'1'P BASIN 51+NITARY SE90ER RBAABILITATION
(pY 2006 - 2009)
RA13E HID ONE PART B - A1tEA 8
IgJ V I ti / V:i :f
x Ix ux =~
HID QTY 6 D86CRI?TION UNIT PRSCL' BID ITEM ExTEN$TOa1
ITiM UNIT
E-1 1 Pre-Construction Video Taping ~
~
LS and Photos, complete in place `
/ ~' $ 5 dpi ~ .
er LS
E-2 12,560 Cleaning and Video Recording
LF o£ Sewer Lines Before and
complete
bilitation
r R
Aft
h
6 Z ~~
,
e
e
a .
S ,
in lace er LF
E-3 2,760 Rehab o£ 8" VCP Sewer Pipe by
LF Pipe Bursting to 10" HDPE (0''
complete in
6' in Depth) ~ ~.
/ Z S ~~~ -
,
lace er LF S
E-9 2,600 Rehab of 8" VCP Sewer Pipe by
LF Pi.pe Bursting t0 10" HDPE (6'-
complete in
th)
10' in De
~
~ `
`~7 ~
,
p 7 ~.
S
lace er LF ~1--
E-5 900 Rehab. Of 8" VCP Sewer Pipe by
LF Pipe Bursting to 10^ HDPE
(10'-15' in Depth), complete Sr~ ~~ ~ ~~
S
~
in lace er LF
E-6 59 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
(0'-6' in Depth) up to 25'~ tr~~.
J
~ O
com lets in lace per EA $
.
E-7 96 install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pips Bursting /- `
(6'-10' in Depth) up to 25', ~ ,`f'p. $ ,V 2~ UD•
c lets in place r EA
E-8 28 Install Service Laterals (with
EA Cleanout) on Sewet Pipe
Rehabilitated by Pipe Bursting /
/ ~i' 0
~j +
(10'-15' in Depth) up to 25', l S
com fete in place er RA
E-9 30
LF Extra Length for Service
Laterals (0'-6' in Depth),
r
~(? .
c lets in lace er LF S
R&YIaxD Proyosal 8oF1p
Page 15 of 32
ADDENDUM N0.2
Attachment No. 7
Page 15 of 32
VJ(VY, GVVJ IIJV ,Ilp
OSO AND NHITECAB WWTP BASIN SANITARY 8R91aA REHABILITATION
(FS 2008 - 2009
SASE BID ONE PART B '- AREA E
lQJ V I f/VJJ
I II IIS IV V
SID 4TY S DESCRIPTION UNIT PRICE BID ITE6Q 8X'PRNSSON
STEM UNIT
E-10 3p Extra Length for Service /~
LF Laterals (6'-10' in Depth), Z ~ l ~N " ,
c lete in lace er LF
E-11 30 Extra Length for Service
th)
(10'-15' in De
t
l
~(~~% ••
~(7G~•
LF ,
p
era
s
La $
COW fete in lace er LF
E-12 5 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
l
i
'
'
~~~~ ' ~
'a®
/'
ete
n
in Depth) comp
(0
-6 /~
$
lace er EA
E-13 5 9' Dia. Manhole Restoration
i
/
j
EA »g
with Cement and Epoxy Coat
(6•-10' in Depth), complete in ~
,
„~
`~{ff I~
r--~ ,
~~
lace per EA ,
9
E-19 3 9' Dia. Manhole Restoration
Ep with Cement and Epoxy Coating
(10'-15' in Depth), complete ,,// ~
W~D®
/.3
S~Q~
in lace er EA .
////// ,
,
S
E-15 1 9' Dia. Manhole Restozation
EA with Cement and Epoxy Coating r' ~
(Greater than 15' in Depth), ~)~. $ ~~ p(~,
co lets in place er EA
E-16 10 Snternal Obstruction Removal, D ,
~
~~~
Ep, complete in place per EA $ "'
E-17 1
EA New 9' Dia. Fibexqiass Manhole
(0'-6' in Depth) , complete i» ~ ~
Q. ~I
d C
LD~
place er EA $
/
.
E-iB 1 New 9' Dia. Fiberglass Manhole
complete in
(6'-10' in De
th) ~~
QQ. ~ ZoD
EA p
,
lace ex EA $
E-19 2 Point Repair (Up to 10' in
Ep Length) of 8" VCP Sewer Pipe
com
th)
lete in
D
(0'-6' i
~~
3
(
~®~•
,
p
n
ep p
lace ex EA $
8-20 9 Point Repair (Up to 10' in
EA Lengthl of B" VCP Sewer Pipe
(6'-10' in Depth), oomplete in ^_~,
2,ryir/,
~ ~~6
lace er EA
/' V'~ $
,
REVISED Propoawl Form
Pag9 16 of 32
ADDENDUM N0.2
Attachment No. 7
Page 16 0~ 32
lQJ V Itl(V33
OSO AND WHITECAP 14i9TP BASIN 3ANITARY SEWER RBRASIZITATION
(S)C 2008 - 2009)
BA38 SID ONE PART 8 - ARBA 8
I II Iii rv v
8ID 4TY & DH9CRIPTION UNY'P ~~ 8ID ITO9 BXTeNBION
I'~ UNTT
E-21 2 Point Repair (Dp to 10• in
EA Length) of 8" vcP Sewer Pipe ~
'
1
(10'-15' in Depth), complete
~~. ((
f
~
" ~.
U
v
in leas ar EA $
i
`
E-22 20 Extra Length (Over 10'-0" in
LF Length) for Point Repair of B"
VCP Sewer Pipe (0'-6' in D Q~'
Da th), compl. in lace ar LE , $
E-23 40 Extra Length (over 10'-0" in
LF Length) for Point Repair of 8"
VCP Se
e
(6'-10' i
Pi ./ ~
„
/ ~~ ® •
w
r
pe
n J
~ $
Depth), com 1, in lace pet LF
E-24 20 Extra Lenqth (Oyez 10'-0" in
LF Lenqth) fot Point Repair of B•'
VCP Sewer Pipe (10'-15' in ~O~ O
$ /~v
De th), com 1. in lace r LF
E-25 470 Repair 2" NMAC Pavement and
SY 12" Flexible Base, complete in ~
~' //
" ~QD
lace er SY B ~
'
E~26 50 Repair Concrete Sidewalk,
S
/ ~~
SF oomplete in lace er SF __
E-27 220 Repair Concrete Driveway,
~ ~ ? 6 V'
SF com lets Sn place r SF `a 7
E-28 10 Repair Concrete Curb and ~~ ~ S 0
LF
Gutter, com 1. in lace ex LF ~
$
E-29 2,050 Sod Restoration, complete in
~ /
~
'
SY place per SY ~ S `
)
E-30 1,720 Fence Restoration, complete in
~ `~
6~
~
LF placs er LF ' S •~
!
E-31 1 Traffic Control, complete in
3~oD
~ ~
~
LS place er LS • ~
s
E-32 2,150 Trench Safety, complete in 2 ~~.
LF lace er LF S
REVIBiD Pxeyoeal Foxe
Page 17 of 32
ADDENDUM NO.2
Attachment No. 7
Page 17 of 32
OSO AEiD NHTTECAP WWTP HASTN $ANITAAY SEWER REHA81LITATIdN
(P7C 2008 - 2009)
RASE SID ONE PART 8 - AREA E
~puiaiua:f
x II IxI IV v
HSD Q~ 8 DESCRIPTION UNIT Pi2ICR 8ID ITCM ER'1'LNBION
ITCM UNIT
E-33 50 Disposal of Contaminated Soil, /~~ b~.
cY co lets in lace per CY $
E-34 1 Unanticipated Utility
LS Allowance (4~ndatory
Allovatice), complete in place $7000.00 X7,000.00
er LS
E-35 1
Use and Restoration of a City vo
'2 gOO,'
7
$ QDD
LS Park, complete in lace per LS v
TOTAL RASE 82D ONE FART H - ARYIA 6 $ ~ / ~. 6 ~D
(Bid Items E-1 thru E-35) ~~
2 aO
TOTAL BASE HID ONE - AREA A-B S ~~ ~~~. ~ 3~•
(Bid Items A-1 Chru E-35)
NOTE: The above unit prices snlat include all labor, sleterial8, bailing, reagval, overhead, profit, insurance, etc.,
to cover tha finished work of the several kinds called for and the owner reserves the right to increase or
decrease the quantity of Any 41d item. The above geaRtitieS are approxlaACe and may vary from the Linal
quantities. no not order eutterial based on these a roximate sororities.
RElVI9ED proposal !'ors
Pegs 16 of 32
ADDENDUM N0.2
Attachment No. 7
Page 18 of 32
.w ~~, ~..w rr. ~~ rnn IQ VYV/V:i :~
O30 ANA IPHITEC:AP WWTP BASIN SANITARY SEWER
(FX 2008 - 2009)
SASE BID TWO PART A - AREA B
I II III IV V
HID
ITEM RTY 6 DESCRIPTION T1NIT PRICE HID ITEM BXTSN6IOIQ
UNIT
F-1 1
LS Pre-Construction Video Taping
and Photos, complete in place
~,,7//
~
~ . $ "
~
.
er LS ~
F-2 1,570 Cleaning and Video Recording
LF of Sewer Lines Hefore and
Rfter Rehabilitation
complete
~~~_
, $
- in 18ca er LF '
F-3 520 Remove Bxiating 10" PVC and
LF 12" VCP and Replace with NeW
15" PVC Installed by Open
Trenching (0'-6' in Depth), ~ ~/ ~,
/
oom lets in lace per LF . S
F-s 1,050 Remove Exiatinq 12" VCP and
LF Replace With New 15" PVC
Installed by Open Trenching
(6'-10' in Depth), complete in ~(~, 7 ~ ~~,
lace er LF $
F-5 500 Install 10" SDR 26 PVC
LF (Pressure Pipe) Force Main, 5~. $ ~ ~jpD.
com lets in lace per LF
F-6 250
LF Ie~tLFl 16" C^905 DR 10 PVC
Water Main
complete in place ~ ~^
7 ~~
~ -
~o
, '
$
~
F-7 5 Install Service Laterals (with
EA Cleanout) on New 15" PVC (0'-
6' in Depth) up to 25' ~~ ~ ~ SO
,
co lets in lace er NA / .
$
F-9 6 Install Service Laterals (with
EA Cleanout) on New 15" PVC (6'-
10' in Depth) up to 25', r,
~~
~r7
complete in lace er EA
' ~
S
F-9 30 Extrr Length for Service
LF Laterals (0'-6' in Depth), / rl
co lets in lace er LF $ (!~
F-10 30
LF Extra Lenqth for Service
Laterals (6'-10' in Depth),
~
/~j ~
_ c lets in lace er LF ~ S '~v
AZVISiD Proposal 8osm
Page 19 of 32
ADDENDUM N0.2
Attachment No. 7
Page 19 of 32
VJl V4)LVVJ II.VV tMR
I(Jf VC I/V33
OSO AND iIEtITBCAp O9iiTP SABIN gANIT7-RY 88MSR REl1ASILITATIOAf.
{aSC 2008 - 2009)
BASE SID '1'70 $~T I- - AREA F
zv v
x xx xxx
8ID ~Y & DBSCaZP'l°ZON UNIT PRZCS HID IT~I gZTaNSZON
ZTl~ vxlT
l
)
F_li 2 y
,
Install cleanout soot (on
gp co late in lace er 8A
F-12 1 Naw 4' nia. Fiberglass Manhole
a ~. ~ ~o('
aA (a'-6' is Depth), complete in $
lace er 8A
a-13 4 Naw a' Dia. Fiberglass Meahole
in
t 3 Zp(,.
,/ $ ~2 ~pQ
]iA e
(6'-10' in Depth), comple -~
lace per 13A
F-l~ 1,690 Dewateriag, complete is place ~jn ,
~- $ d ~ 7v a '
LF er LF
F-15 3,150 Repair Concrete Driveway, ~O . $ ~ ~ q O O
gg c late is lace eY 8F •
F-16 1,350 Sod Restoration, complete in ~ $ i d ~O .
SY lace eY 6Y
F-17 1 Tralfic Coairoi, complete in '7,1~~,
/ `{ $~ ~~f7D
Lg lace ar I,9
i ~
~~
~
P-1B 1,690 n
Trerioh safety, complete l .
$
j
f
LF lace r LF
F-19
50
Disposal of Contaminated Soil,
/~Z // ~~
$
?~/Q '
Cy com fete in lace er CY ~
8-20 1 Unanticipated Vti•lity AllowaaCe
i
t
L8 n
e
IllYadatosy AyloNanoe),camplo $7,000.00 $7,000.00
lace r L8
F-21 1 Testing Allowance, complete in $2 500.00 $2,500.00
LS lace eY L6 ~
>r-27 1 Grout aaa Aband~ 250 Lt oS t7OO
ya ~'-+et 6• xater Liae, eemmlate ~_ ey^ ~~
in lase • LS
Aet~Rir 2° 1~ payeLlelat eud
P-23 30 17• llexibie Here, eemmiele is ~0~. ~pp)p,
r~'I f~lace toes 8Y
tillVZBSD Propoesi sorm
Page 20 01: 32
ADDBNDUM 110.2
At:tachmerit NO. 7
Page 20 of 32
V3/U4/CUV.Y I1:~1 hH1I
IQJ VLC/VJJ
OSO AND ~I'A'RCAP Vi~1'PP BASIN 8A1~iITARX SSiPBR RILI'PATTON
(eY 2008 - 2009)
' 8AB8 9ID T1P0 PART A - ARBA F
Sis =~ V
x sx
asn oTy ~ osecaspTSOrr m1xT Paxrg asa xTna azTmire=oa
xTOI pNIT
F~Z~ ; Si• GO EfCi^t. pOri16e Lia^ 1 r1 ~On. ~ ,~0.
~- viCh N^p water Sorvi e. 11 O( v ~- `~(~
i^!~ is place awt sA
. TOTAL 9A9E SSD T1P0 8AA.4 A ~ AAEI- ~ S ~~
(Bid Itea^ F-1 thYU F-2*)
al. wezhsadr Profit, ineuronea, etc.,
NdfE: The above unite prieea moat include all lahor, ^atpriel6, Aailifg', remw
to ewer the llaSahe6 work of she several kinds ea1106 for and the 01mer roaervae the >righE to iaoraase or
decresae eha quaniiey of any bid ite^~ The above gaantitie^ era appmxiaata end eaY teary !ro^ the final
gltaatitiea. Do npt order materiel based on these aDDraximfto gaantitiea.
REV18ap ps'opoa6l. form
Page al o! 3a
ADDSrmvi9 xo. a
Attachment PIo, 7
Page 21 oY 32
OSO AND IIHITECAP t0ii'PP BASIN SANITARY SEWER REBABILIxATION
(FY 2008 - 2009)
BABE SID TWO Past 8 - AREA G
IQJ UL'3/U3J
I II IIS rv v
BID QTY 6 DESCRIPTION UNIT PRICC BID ITCM EXTFtiBION
IT&M IINIT
G. AR&A 6 - a#NITARY a&N&R IMPROVSL4S7T8
G-1 1 Ere-Construction Video Taping
LS and Photon, complete in place C ~
u Sj Qpo ,
per LS
G-2 6,020 Cleaning and Video Recording
LF of Sewer Linea Before and
lete
com
ti r.
~
on,
p
After Rehabilita S ,
~ Q
in lace er LF
G-3 2,170 Rehab of 6" VCP Sewer Pipe by
LF Pipe Bursting t0 8" HDPE (0'-
complete in
6' in Depth) ('
3 Q
Z ~6D.
, C~, $ U
lace er LF
G-9 S90 Rehab of 6" VCP Sewer Pipe by
LF Pipe Bursting to B^ HDPE (6'-
eomplete in
10' in Depth) Q
~
( 7 ~•
3 I
g
,
place er LF y . ~
~
G-5 50 Install Service Lateral9 (with
EA Cl eanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
(0'-6' in Depth) up to ZS', ~n
`~j ~ ~~.
com lets in lace per EA $
G-6 10 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting / ~ / ~0
(6'-10' in Depth) up to 25' , ~
(~ ,('» ~/
co Sete in place er EA ~
G-7 300 Extra Length for Service
LF Laterals (0'-6' in Depth), ~, ~ Z L-L•b
com late in lace per LF
G-S 50
LF Extra Length for Service
Laterals (6'-10' in Depth),
~~,
~
~~
com lete in lace er LF $
~
G-9 S
EA A' Dia. Manhole Restoration
with Cement and Epoxy Coating
~ I ~
~ ~'~i
(0'-6' in Depth), complete in •
~j(7 S /
lace er EA
1+EVreao rsopoeaa ansm
Page 22 of 32
pDpENAUM N0.2
Attachment No. 7
Page 22 of 32
VJ(VY(LVVJ IIJI rnn
090 AND WHITECAP WWTP Bl~i9Ili 9ADTI1'ARY Si9PEA RSH7IBILITATION
(FY 2006 - 2009)
BASS BID 1'YP~O Part 8 - l1REA. G
Iflf VLY/ VJJ
x xx six rv v
BID S21'Y B D86CRIPTION UNIT PRICE SID ITEM EXTBNBION
ITEM UlQIT
G-10 2 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
(F'-10' in Depth) ~ //
~j~. ~y
'~ 7~0f7
,
lace er EA ` ,
S
v
G-11 1D Internal Obstruction Removal, ~ O~, ~O,
EA c late in lace 6r EA $
G-12 1 New 9' Dia. Fiberglass Manhole
'
1
~, (0' -6' in Depth) , complete in 1 (
,,,~,
O~ l~ s ~ ~ ,
lace er EA
G-13 1 Point Repair (Up to 10' in
~ Length) oP 6" VCP Sewer Pipe
(0'-6' in Depth), complete in
~~~ rJ
~ O~~
place er EA ~ B
G-19 1 Point Repair {Up to 10' in
EA Length) of 6" VCP Sewer Pipe
complete in
(6'-10' in Depth) n
~~
3
~ 7d~
,
lace er EA / .
S
G-15 10 &xtra length (Over 10'-0" in
LF Length) for point repair of 6"
VCPs~werpipe(0'-6' in Depth),
~
~~(~
com late iri place er LF $
,
G-16 10 Extra length (Over 10'-0".in
LF Length) for point repair of 6"
VCP sewerpipe(6'-10' in Depth),
~
~
complete in place per LF . ~,
S
G-17 90
g Repair 2" xMAC Pavement and
12" FleSible base, complete in
/ ~
~ ~
y
place per SY $
,
G-16 90 Repair Concrete sidewalk,
~
$ ~ ~~'
SE complete in place per SF ~
G-19 20 Repair Concrete Curb and
l
LF
i
~ ~ a
S / 7
LF ace per
Gutter, complete
n p _
G-20 760 Sod &astoration, complete in ~ , $ ~ Z~,
SY lace r SY V
RBVI9® Fxopo~al 8'orn
Page 23 of 32
ADDENDUM N0.2
Attachment No. 7
Page 23 of 32
X3/04/2009 11:51 FAH
OSO AND 9iHIT&'CAP WNTP HA.4IN SANITARY S8f0ER RpHABTLITATION
(FY 2008 - 2009)
BASIS BID 'PNO Part 8 - AABA G
1(JL VCS{VJJ
x xz
IIx
zv
BID 4'1'Y G DB®CRIPTIODI OBIT pRICi HID IT)rdd &XTBN6IOR1
IIBM t1NTT
G-21 700 Fence Restoration, complete in ~0 • $ ~' f7p(~
LF laoe er LF
G-22 1 Traffie Control, complete in ~~Op, $ ~pp,
LS lace per LS
G-23 780 Trenah Safety, complete in ~ $ ~ ~('
LF lace er LF ~-
9 50. Disposal of Contaminated Soil, l~Z, $ ~~(),
G-2 CY co lets in lace or CY
Unanticipated Utility
G-25 1
L3 pllowanoe (MendatoXy
Allowanoe), complete in place 7000.00 $7000.00
per LS ~_~ ~~,
TOTAL. HA®1u HID TIPO PART H - AREA G S ~V%, O ./t!•
(Bid Items G-1 thtu G-25)
POTS; Tha above unit prices aNISC include all lebor, nateriale, Railing, removal, overhead, proRit, ill6urabCC, etc.,
to cover the ofnad bid iCea. The above yae+ntitieaeare appro~ to Md mey vacs £hxwu thetfinalaCUanEf Ciesaeflu not
the gvaM1CY Y Y 4
order material based ob these abaroxiuaEe duentitiea.
ixev29ED proposal Sores
Paqe 29 of 32
ADDENDUM N0.2
AtCachment No. 7
page 29 of 32
i/0412009 11:51 FAX
{~ VLO/ VJu
080 AND p~F[ITECA1r oitiTP aASTN SANITARY BEVPSR REHABZI'YTATION
{gY 2008 - 2009)
BA8$ HiD TilO part C - AR,8~11 S
xv
z xx zxx
aIa GTS i Da9cAlpSxoN CHIT PAICa am tT$IS 3Xi'~i9I0N
ITald I DNxT
8. ARSII a - 6aliIT11RR BRNRA sllPaAVmI>lMTs
g_i 1 Pxa-Coaatruotips yiMO TaDiag
r,8 and Photon aoe~lsts in elaca ~~, S S p0l9-
-- ~
8-3 30 AaY00Va Exiat a a~- vu. aaa 4
:,. Raelaaa Mitn NOM l2" PVC Q ~ o a~,_C~`~
*~~tallad by ODSa Treaehia4 =
rise-ia~ Sa Daethl, oomDiats
8-9 100
LP Aarsovs 8ria61a4 10" V~ and
BaDiaaa Mich N.M 10" PVC
~
~ Q pp0
Sastallad hY ODen 7:raaohiaQ
l6'-iB' is a h), a late
is DSaca Dar LP
8-4 130 aeMaCeria a iota is is •
d Rutorat oa, aaa1D ate A
8 p~/
HAS 103 O • $
Ss iaaa sr 8Y
K-6 130 'lreaah 8alety vomeUt• in / , ~ ~ 3~ .
8-7 I ~ I Die - al o! Coata+~iallad 8oil,_ I / ~*j I S 76Q~
- .. nv
g_g I i I Uaaat7.aieacsa ann.+z~r
L8 JS1oMaaaa (Nandatorv alloMaac°I.
.,..~iaea in niaea eat L9 97,000.00 97,000.00
8-9 fib
8! Affair 7" BDSaC• aevamaac aaa
13" 1laacibla Saae. aeaielate is l
G ~Q,
~~~~ .
_ $
lw r SY
to an4 Quttar 4,E" ~'~~ -
is laaa ar LP
t ~
8a0 100 a ie
°
L!
AEVSa=D FsOPo"al 7osm
Page 25 of 3a
ADDSlIDUN N0.2
. Attachment No. 7
Page 2s oY 32
~3roa/zoos ii:ei rnx
.p;~va~i w..
OSO AND ii~iITSCAB 9iOiTP BASIN SANITARY SaiCHR g$~ILtTATIODI
(FY 2008 - 2009?
HASH HID TOPO Bart C - 1-R8A H
1V 4
= TT III
sIa Q'i'Y R aBBCRiPTTON Dlaxx kRiC3 SID rrma sxTeeieioty
x~1B76 CSQYT
s~i1 I a I Traraic Coatsel ooaxaicba iti I ~l~• I $ ~J~00~
'i'OTAL 3D.8a Bsa Two rAxs c - AREA a S 9 7 / 3 `~'~''
(Bid Items H-1 thzu H-11}
8os oS~•
r0Y'i1L HABi HIU Tq0 - AREA F, 0 &e R $
(eid Items F-1 the H-li)
FoTS: The above wait pzicee west include ell labor, .wterials, bailing, re111oval, overhead. Profit, iasuraaca~etecae
to eover cse linisheA cork o! the aewral kinds called !or shd then ~r ~Y ~e l~r~tfinal gwntitiea, no r»t
eha quawtity o! env bib i~w• '~ ahoVe gaantities era aypzoxi+na
order waeerial based a~a these aoororlmate wantieles.
iesVY68o propossl POtin
Page a6 of 32
ADDENDUM N0.2
Attachment No. 7
Eage 26 oY 32
i1V4/'L VV`J n:oi rxx
030 ALID SPHTTffirev WWTP BASIN SANITARY 38oPER RSHAgrLYT1ATION
(FY 2008 - 2009)
SID $t7D~1RY
Bidder may bid on any individual and/or combined Hdse Bid. If there is to be no bid on
any part, write "NO Bid".
Base Bid listed in the following summary shall match those totaled on the precedinq pages.
If there is a discrepancy, the total bids on the preceding pages shall govern over those
listed below:
TaraL aA8$ sxD onrE - $ ~~ ~O'7L S g 3 d. ~
Arcaa A, B, C, D, & E
TOTAL aAS~ sxD ~ - s ~~ 5', - ®~~. e~
Areas F, 6 & &
TOTAL BASE HID THREE s ~~~~- 0 Z,(~ ~
Areas A - H
ASVI9LD Prppp6el Pbrm
Page 27 of 32
ADDENDUM N0.2
Attachment No. 7
Page 27 of 32
P R O P O S A L
F'OR
F 0 R M
OSO AND WHITECAP WNTP BASIN SANITARY
SEAR REHA9ILITATION
(FY 2008 - 2009y
Project No. 7400
REVISED Ps»pO6d1 Foxm
Page 1 of 32
I~ 0021033
ADDENDUM N0.2
AttdChment No. '/
Paqe 1 of 32
pEYARTMENT OF ENGINEERING SERVICES
CITY OF CORPOS CHRISTI, TEXAS
P R O P O S A L
Place:
Date: ~~ ~~ ~~
Proposal of
u FF ~ l~l i
C•
I¢J V V :3 / V:i'~'
a Corporation organized and existing under the laws of the
State of ~~ .
OR
a Partnership or Individual doing business as
TO: The City of Corpus Christi, Texas
Gentlemen:
The undersigned hereby proposes to furnish all labor and
materials, tools, and necessary equipment, and to perform the work
required for:
OSO AND 9PHITSCA,P WWTP HASIN SANITARY
SEWER RSRABILITA,TION
(P'Y 2008 - 2009)
Project No. 7400
at the locations set out by the plans and specifications and in strict
accordance with the contract documents for the following prices, to-wit
ADUENOUM N0.2
REVISED Proposal Sox7a Attachment No. 7
Page 2 of 32 Paqe 2 of 32
V8/V412UVy 17:4} hRM
090 AND 9PlIITECAB mIdTB HASIDI SANITARY SEi~R R$NASILITATIORQ
(L'Y 2008 - 2009}
RASE HID ONE PART A - AREA A
IQ VU4/VJ:S
I II III ri'
HID QTY ~ DEBCRZPTION UNIT PRICE HID ITEM YXTPN$IC4!I
ITSN SNIT
A. AREA A - SANITARY 9EO1SR naPROV~NTB
A-1 1 Pre-Construction Video Taping
lace
t
i
l
~~~
~~Q
LS e
e
n p
and Photos, comp ,
8
per LS
A-2 2,160 Cleaning and Video Recording
LF of Sewer Linea Before and
te
l S ~® ~~
~/
e
After Rehabilitation, comp $
in lace per LF
A-3 560 Rehab of 6N VCP Sewer Pipe by
LF Pipe Bursting to 8" HDPE (0'-
i
t
' ~ (1
~J ~,
~o
n
e
in Depth), comple
6 /
$
lace er LF
A-4 520 Rehab of 6" VCP 3ewex Pipe by
LF Pipe Bursting to 8" HDPE (6'-
in
h
l
t
' ~ ~ ~ ~~
e
e
), comp
in Dept
10 $ /
place er LF
A-5 14 Install Service Laterals (with
EA Cleanout) On Sealer Pipe ~/_1 ~Z/_Q.
Rehabilitated by Pipa Bursting O
/1 7 V
IC'-6' Sn Depth) up to 25',
eom lete in lace er EA $
A-6 16 Install Service Laterals (with
BA Cleanout) on Sewer Pipe /
Rehabilitated by Pipe Bursting C/ /~ ~ '
(6'-10' in Depth) up to 25',
Complete in lace er EA $
A-7 30
LF Extra Length for Service
(
Laterals 0'-6' in Depth)
~ ~ ~f~.
,
com late in place pez LF
~
A-8 30
LF Extra Length for service
Laterals (6'-10' in Depth),
~Z .
/ ~~.
com lete in lace er LF $
A-9 1 9' Dia. Manhole Restoration
E1°. with Cement Pnd Epoxy Coating
D
th)
com
lete in
0'-6' i ~ G ~y~.
V .~ / ~'~
!~C/
,
p
n
e
( .C/
lace er EA $
REVISED 8sopeeal irorm
Page 3 Of 32
ADDENDOM N0.2
Attaohment No. 7
Page 3 of 32
Vd/V4/[VV.7 11:4tl YHA
090 21Np WHTTECAB o-iCTP SASIDi SANITARY SBiiER g$ElABTI.ITATION
(8'Y 2008 - 2008)
SASS HID ONS PART A - AiiBA A
tQJ VV~/VSJ
I II III ~ V
8ID QTY & DEBCRIDTION UNIT IIRICE HTD TTNFI $~xTENSICd4
ITEM OMIT
A-10 2 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
De
th)
6'-10' i
~Q~ ~7
7~ ,
~
,
p
n
( , 1
$ /
lace pax EA
A-11 10 internal Obstruction Removal, ~~, $ ~/~~•
EA a lets in lace er EA
A-12 1 New 4' Dia. Fiberglass Manhole
complete in
(0'-6' in Depth) ~~~ ~~
EA , $
lace per EA
,
A-13 1 Point Repair (Op to 10' in
EA Length) of 6" VCP Sewer Pipe
complete in
th)
(0'-6' in De ~
~Q ~ r DOd•
p
, , $
place par EA
A-14 1 Point Repair (Up to 10` in
yp Length) of 6" VCP Sewer Pipe
(6'-10' in Depth), complete in n
3 /QQ,
3 ~D~J.
lace er EA $
A-15 10 Extra length (Over 10'-0" in
LE Length) for point repair o£ 6"
th)
0 `-6' in De
i ~O
~QD
,
p
pe (
VCP sewer p .
8
co lets in lace per LF
A-16 10 Extra length (Over 10'-0" in
LP L®ngth) for point repair of 6" / g~ / ~,~
VCP sewer pipe (6'-10' in Depth) , •
Cj(/ •
~'(/
com late in place per LF S
A-17 90 Repair 2" BMAC Pavement and r1
gy 12" Flexible Base, complete in /~~/• q~OQ,
lace er SY ~ $
ff
A-1B 90 Repair Concrete Sidewalk,
32 r'
s S o
sF ccmplete in place per SF . $
A-l9 20 Repair Concrete Cuxb and
l
LE' r'
5 / ~~
LF ace per
Gutter, complete in p , S
A-20 400 Sod Restoration, complete in S'{ 3 Z~~ .
$
SY lace er SY U '
A-21 300 Fence Restoration, complete in ~ ~ 9 Q~
LP place per LF . $
R&V28iD Proyoasl Foxe
Page 4 of 32
ADDENDUM N0.2
Attachment No, 7
Page 4 of 32
VV/VY/LVVJ II4J rnn
OSO AND 1QHITECAP I17OTP nA$IN SANITARX SEiPER REHABILITATION
(P'= 2008 - 2009)
BAB& SID ONE PART A -AREA A
IpJ 006/033
x zI ziz rv v
8ID QTy A D7S$CRIPTION UWIT PRICE 9ID ITEM BXTPlN9IOLT
ITEM UltIT
A-22 1 Traffic Control, complete in I~0 ~O
LS lace er LS $
A-23 410 Trench Safety, complete in / , [LIB
Lk' Sace er LF - $
-r
A_29 50 Disposal o£ Contaminated Soil, ~ ~r'L, 6 DO ~
CY co lets in lace ar CY `~
A-25 1 Unantiaipatad Utility
LS Allowance (Mandatary
Allevancs), complete in place
er LS 7,000.00 Q7,000.00
A-26 LS Use and Restoration of e City ~t?,~,
v S ~ 'T~~~'
Park c fete in lace er Ls
TOTA'1L HA$E HID OTffi PART A - AREA A $ ~ ~ ?'i S ~ ='
(Bid Items A-1 thru A-26)
NOTE: The above unie prlcea swat include all labor, materials, belling, xemwal, overhead, profit, inaurano9, etc.,
to cover the finiebed work of the several rinds called for end Che Owner reSar.Ea tna right to increase or
decrease the quantity o! any Did item. The above quantitie^ are approximate and may very lxom the rival
quantitlea. Do not ordEY materiel Dared on t1fEaE abDrOXiisate quentltiee.
RSVI$$D Proposal form
page 5 of 32
ADDENDUM N0.2
Attachment No. 7
Page S of 32
va~~vi~v~a ii: vy rnx
OSO AND WHIT$CAP NiCTP BASIN SANITARY
(H'Y 2008 - 2009)
BASE BID ON7( PART A -
IQ 007/033
S&WER REHABILITATION
AREA H
I II 222 ~ v
SSD QTY i D88CRIPTION UNIT PRICO 92D STElL $XT8N8ION
ITEM UNIT
8. AREA H - EANITARx sarrER IMPROVBbbD:p'ra
H-1 1 Pre-Construction Video Taping
LS and Photos, complete in place 5 ~~ s~ O .
er LS $
B-2 9,290 Cleaning and Video Recording
LF of Sewer Linea Before and
com
lete
lit
ti ~ ~l
~ 0
p
on,
a
After Rehabi ~
'
in lace ez LF
B-3 610 Rehab of 6" VCP Sewer Pipe by
LF Pipe Bursting to 8" ADPE (0'-
6' in pepth), complete in
~~ Z ~
`,p„D
/~
lace er LF , $
/
B-9 9B0 Rehab o£ 6^ VCP Sewer Pipe by
LF Pipe Bursting to 8" HDPE (6'-
~
~
1D' in Depth), complete in j ~• 3 ~
'
2
lace per LF S ~
B-5 530
LF Rehab of 6^ VCP Sewer Pipe by
CIPP (6'-10' in Depth),
(~D
~~ ~~~,
complete in lace er LF , $
B-6 23 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
th) u
to 25'
(0'-6' i
D ~~ / 3
/lam
~~
p
,
n
ep
c lets in lace er EA ~
~
B-7 33 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
(6'-10' in Depth) up to 25',
~ ~
~~ ~~ O
coID late in place ez EA ~ $
'
B-B 30 Extra Length for Service
LF Laterals (0'-6' in Depth), l~- ~ Z~~
c lets in place er LF ~ $
B-9 30
LF Extra Length £or Service
Laterals (6'-10' in Depth)
z n
G
,
com late in place er LF , $
FSVIBED Proposal Pom
Page 6 of 32
ADDENDUM N0.2
Attachment No. T
Page 6 of 32
V3/V4/LVV~ 11.4tl txn
OSO AND ~OHITECAP WWTP BASIN SANITARY SBWSR RElIAHILITATIOIQ
(k'Y 2008 - 2009)
SASE BID ON8 BART A - AREA 8
IQ 008/033
I xx xrx rv '~
8ID pTY & pESCRIPTION IINIT vRICE HID Z'1~Li NxTEN9ZON
x'1'~ I7tiIT
B-10 2 4' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
(0'-6' in Depth) ~~
~~. ~~
`~
,
lace er EA $
,
8-11 3 4' Dia. Manhole Restoration
EA with CemenC and Epoxy Coating
complete in
(6'-10' in Depth)
~~((~.
~!
~OO.
, ~
$
lace eY EA
8-12 1
EA Rehab of Drop Connection (6'-
complete in
th)
10' in pe ~
(J f/ 9(JQ•
p
,
. $
lace er EA
B-13 10 Internal Obstruction Removal, ~~j, $ /,y~J~Q.
EA com late in lace er 8A Ki`^' re
B-14 1 Point Repair (Up to 10' in
EA Length) of 6" VCP Sewex Pipe
complete in
th)
0'-6' in D
~
n Q Q
3
,
(
ep ~, ,
place er EA $
~
B-15 3 Point Repair (Up to 10' in
EA Length) of 6" VCP Sewer Pipe
'
'
3,Of7
in Depthl, complete in
(6
-10 • /f /~~,
lace er EA $
B-16 10 Extra length (over 10'-0" in
LF Length) for point repair of 6•' ~ ~
VCP sewex pipe (0'-6' in Depth), ~
~~
com late in lace er LE ~ $
B-17 30 Extra ength (Over l0'-0" in
LF Length) for point repair of 6"
VCP sewer i e(6'-10' in Depth),
p
~~
~
~0
lace er LF
c late in ~ $
~
B-1S 120 Repaix 2" HMAC Pavement and
gy 12" Flexible Base, complete in
~~ /
~~d
place per SY $
H-19 50 Repair Concrete Sidewalk, r
3 ,~
~
gp complete in place per SF 5. 7(~~
$
8-20 10 Repair Concrete Curb and
t
i
L
l
l ,(~
V ~ ~
S
LF e
n p
ace per
e
Gutter, comp
F
REVIB=D ProHoea3. FOxao
Page 7 0£ 32
ADDENDUM N0.2
Attachment No. 7
Page 7 of 32
VJ/V4/LVVJ 11.4J rnn
OSO AND WHITECAP WpTP SASiN SANITARY SEWER RRHABILITATION
(R'Y 2008 - 2009)
RASE SID ONE PART A - AREA $
I$J VV~/Va3
I II III rv v
HID 4~ 6 p£BCRIPTIOIq UNIT pRSC1 HID ITEl4 ZXTENBION
ITEt4 UNIT
B-21 750 Sod Gestoration, complete in $ ~~~,
5Y place er SY
8-22 560 Fence Rastoiation, complete in 3 Q ~ (p00•
LF lace r LF ~
D-23 1 Traffic Control, complete in ~,DO, 2`0Q
L3 lace er LS $
B-24 730 Trench Safety, complete in ~ °? 7
LF lace er LF ~
B-25 50 Disposal of Contaminated Soil, ~ ~~ ~~~~
CX com late in lace er CY ~
B-26 1 Unanticipated Utility
LS Allowance (Mandatory
Allowance), complete: in place
er LS 7,000.00 $7,000.00
TOTAL HAGS 8ID ONB PART A - AR&A 8 $ lJ~~ T. LJ 3y• ~-
(Bid items B-1 thru 8-26) '
NOTE: The above unit pY1ree moat include all labor, matexial0, bailing, removal, overhead, pxcfit• inauranCa, etc.,
[o cover the finished work of Che eevezel kind8 Called fox end the Owner Yefervas the Yi9ht to increase or
detseaae the quantity oP any bid Stem- the above gnantitles axe approximate ebd say vary from the final
quaniitiee. Do not order material Daead On these apptoxie0te gifentitiee.
REVIBiD Prpposal aoxa
Page B of 32
ADDENDUM N0.2
Attachment No. 7
Page 8 of 32
Val ov~cova 11.4.7 rnn
O$O AND WSYTEC;AP W91TP BASIN SANITARY 87~1pBR REHABILITATION
(8Y 2006 2009)
SASE BID ONB FART A ^ AREA C
IQO10/033
I II III zv ~
8ID Q~ 4 DESCRIPTION UNIT PRICE HID ITP.M ffiXTSNHICBT
ITEM L)TiIT
C. ARS71 C - HAN'ITARY 8E716R IMPROVlLMBN~B
C-1 1
LS Pre-Construction Video Taping
complete in place
and Photos l
g
~
~
.
,
prLS ,
j0 OQPJ
.
S
C-2 2,240 Cleaning and Video Recording
LF of sewer Linea Before and r
after Rehabilitation, complete
S ~ Q ,
$ 1
20
1n lace per LF {
C-3 450 Rehab of 6" VCP sewer Pipe by
Le Pipe Bursting to 8" HDPE (0'-
6' in Depth), complete in ~~ ~'~ ~~-,,
lace or LF S
C-9 670 Rehab of 6^ VCP Sewer Pipe by
LF Pipe Bursting to B" HDPE (6'-
10' in Depth), complete in ~ ~ ~.
2S ~
~
place r LF ,
$ ~
C-5 12 Install Serviae Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
5'
'
' ~ ^~ ®/~:-~
/ ~X~
,
in Depth) up to 2
-6
(0
c late in ]ace er EA S
C-6 13 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting /a
,by~0.
~~
{6'-10' in Depth) up to 2S',
com late in place er EA ~
C-7 30
LF Extra Length for Service
Laterals (0'-6' in Depth),
/ 2DQ.
OOM Zete in lace er LE ~
C-8 30 Extra Length for Service
LF Laterals (6'-10' in Depth),
~
/ ~~o
Complete in p18Ce per LF ~ '
S
C-9 1 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coatinq
(0'-6' in Depth), complete in
~'
a ~~'
plane er EA S
PSVI9® Proposal 80TH
Paga 9 0£ 32
ADDENDUM N0.2
Attachment No. 7
Page 9 of 32
..~, ~Y, cv~e ~~. ro rnn
OSO AND SPBITBCAP 9BITP BASIN SANITARY SEVER REHABILITATION
(8Y 2008 - 2009)
BASE BTD OIQB PART A -ARIA C
IQ V11/V:i3
I Is III sv v
BID QTY C DESCRIPTION tiNIT PRICC HID ITF,M EX'1'LNSION
ITEM TJNIT
C-10 1 4' Dias Manhole Restoration
EA with Cement and Epoxy Coating
0
° //~~ //~~
`
(6'-10' in Depth), complete in 3 ~l
' ~
y~(i"
lace er EA $
C-11 1
eA Rehab of Drop Connection (o`-
lete in
6' in De
th)
com ^ ~pa
.G
~~~
p
,
p $
lace er EA
C-12 1
EA New 9' Dia. Fiberglass Manhole
complete in
(0'-6' in Depth)
~
~
~•
, $
~
lace er EA
C-13 10 internal Obstruction Removal, b ~~. /_ ~~
v
EA eom lete in lane er EA, $
W
C-19 1 Point Repair (Op to 10' in
EA Length) of 6^ VCP Sewer Pipe
(0'-6' in Depth) , complete in
~~Q
3
(7C~O
~
lace er EA ,
( ~
S
C-15 1 Point Repair (Up to 10' in
EA Length) of 6^ VCP Sewer Pipe
f6'-10' in Depth), complete in
~~
~ ~~
' lace er EA S
~
C-16 iD Extra length (Over 10'-0" in
LF Length) for point repair of 6"
i
e (0' -6' in De
VCP sewer
th) r-
~(? l
~
~
p
p
,
p . D
•
complete in place per LF S
C-17 10 Extra length (Over 10'-0" in
LF Length) for point repair of 6"
VCP sewer pipe(6'-10' in Depth),
~ ~ '
complete in place per LF $
C-18 300 Repair 2" FfMAC Pavement and
Sy 12^ Flexible Base, complete in ~t
~~/ '
~® '
lace er SY S
C-19 90 Repair Concrete Sidewalk, ~
3~
gp complete in place per SF J ' $
C-20 220 Re air Concrete Drivewa
~
~ np
~~~
SF eom lets in lace er SF ' S
REVI88D PYOp06a1 lbiY
Pnge 10 of 32
ADDENDUM N0.2
Attachment No. 7
Page 10 of 32
VJl V4/CVV~ 11:4.7 YNR
OSO AND 1PI(ITECI-P A1f~TP BASIN SANITARY S&9P&R RBttiAHILITATION
(FY 2ooe - zoos)
BASS HID ONS PART A - A1~A C.
t¢JU1G/V3J
I Ii Isx n'
HID QTX ~ DESCRIPTION UNIT PRICE HID ITBM EXT&N$ION
ITEM UNIT
C-21 SO Repair Concrete Curb and y ~ QS~O
LF Gutter, complete in place per LF (1 ~ . $ U
c--22 300 Sod Restoration, complete in ~ $ ~~n•
3Y place per SX
C-23 250 ~'cnce Restoration, complete in '30 , '~/j~Q(f .
LF lace er LF $
C-29 1 Traffic Control, complete in ~~® , S ~ ~ n O ,
L5 lace er LS
C-25 330 Trench Safety, complete in ~ S 7J
LF lace per LF
C-26 50 Disposal of contaminated Soil, /~~J 7~ bO
CY
c fete in lace er CY $
.
C-27 1 Unanticipated Utility
LS Allowance (Mandatory
Alloxanoa), complete in place
er LS 7,000.00 $7,000.00
/7~ ~lc0,
TOTAS. SASE HID ONE PART A - AREA C S ~._ -
(8id Items C-1 thru C-27)
a0T6; xhe above unit prices must ieelude all labor, materials, bsilinq, xasovel, overhead, pto£it, insurance, etc.,
Lo cower the Piniahed work oP t11e sewtal kinds Called for and the Owner reeervoe tAe riphC to increase or
eecraesa the quantity o£ any bid item. The above quantities are approximate and racy vary Pros the final
quentitiea. po not order material based on these approximate auantitiee.
R8V188D Yropomsl Soren
Page 11 of 32
ADDENDUM N0.2
Attachment No. 7
Pag® 11 of 32
V3/V4/LVV~ ii. wa rnn
OBO AND 9~S11'~CAP WOi't'P $xBIN SANI'PA1tY BEWSR RS,NAHILITxTxON
(FY 2006 - 2009)
axes axa oa$ pxRT e " x~x D
lQ U 13 ! V d'3
I II III Iv ~
$~ 4TY ~ D89CRIPTI~ ITT ~_~ HID rTmbt F,X'1'6NBIC$1
ITEM Ue1IT
D-1 1 Pre-Construction Video Taping ~
~
LS and Photos, complete in place S~~' t,
fJO~
er LS $
D-2 9,760 Cleaning and Video Reoordinq
LF of Sewer Linea Before and
~
After Rehabilitation, complete d S a ?J
~jJfj
in lace per LF ~1.~ ~
D-3 400 Rehab of 8" VCP Sewer Pipe by
LF Pipe Bursting to 10" HDPE (0'-
complete in
th)
6' in De
~
1~20D
p
, .
$
place er LF
D-4 730 Rehab of 8" VCP Sewer Pipe by
LF ° HDPE (6'-
Pipe Bursting to lO ~~ 7 n
~} ~
p
10' in Depth), com late in ,
•
7 L a .7
place per LF $
D-5 1,250
LF Rehab. Of S" VCP Sewer Pipe by
Pipe Bursting to 10" HDPE ~~[~- ~ ~
~~
(10'-15' in Depth), complete
.7 ,
.
in lace per LF $
D-6 13 Install Service Laterals (with
4;A Cleanout) on Sower Pipe ~/ ~ .
Rehabilitated by Pipe Bursting ~~ ~'J
(0'-6' in Depth) up to 25',
co fete in lace er EA $
D-7 22 Install Service Laterals (with
EA Cleanout) on Sewer Pipe / ~
(' ~ i /
~~O•
7
Rehabilitated by Pipe Bursting ,
] '
(6'-10' in Depth) up to 25', $
COm late in lace eF EA
D-8 36 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
lrpG~•
pD~
3b
(10'-15' in Depth) up to 25', $
,
~
complete in place per EA
D-9 30 Extra Length for Service
LF~ Laterals (0'-6' in Depth), ,
com late in place er LF ~ $
RBV181'D Propowl lozm
eage 12 of 32
ADDENDUM N0.2
Attachment No. 7
Page 12 of 32
~.+r ~+r cv ~.+ ~ i. ~~ rnn
OSO AND WHITIECAF ~1W'PP BASIN SANITARY SEWER RBRASILITATION
(AX 2008 - 2009)
SA38 SID ON8 PART 8 - AREA D
IQ U 141 U'~':i
I II iii tv v
BZD Q~ = DEBCAIPTION UNIT PRICE HID ITElL ExT8N9ION
ITEM SINIT
D-10 30 Extra Length for service
LF Laterals (6'-SO' in Depth), 2, ~.
com late in lace er LF $
D-11 30
LF Extra Length for 6ervice
Laterals (10'-15' in Depth)
~o .
~(~~'
, $
Complete iri lace er LF
D-12 1 4' Dia. Manhole Restoration
EA d Epoxy Coating
with Cement ~ o ]
(0'-6' in De th) , complete in
F ~~
, v~
S
place ar EA
D-13 3 a' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
t
i
'
' ~j
r- ~•
~ /
~•
n
in Depth), comple
e
(6
-]0 ~
lace per EA $
D-14 3 9' Dia. Manhole Restoration
EA
with Cement and Epoxy Coating
'
' _
~~ ~
O O.
l ~
in Depth), complete
(LO
-15 • ,
1n plaoe er EA $
D--15 1
EA Aehab. Of Drop Connection
(10'-15' in Depth), complete p
~"/ ~~,
~ ~® ~
- in place per EA $
D-16 10 Internal Obstruction Removal, ~. / ~~'
(
~ complete in place per EA $
~
D-17 2 Point Repair (Up to 10' in
EA Length) of s" VCP sewer Pipe
th)
complete in
(6'-10' fn De
~ ~f~• /_ t~D'
~
,
p ~
$
lace er EA
Point Repair (Up to 1D' in
D-18 1
EA Length) of B" VCP Sewer Pipe
(10'-15' in Depth) complete
~~~J~
~~0~•
$
in lace pez EA
D-19 20 Extra Length (Over 10'-0" 1n
LF Length) for Point Repair of 6"
e (6'-10' In
VCP Sewer Pi ~~ /
~~
p &
,
Depth), C late Sn lace er LF
D-20 10 Extra Lengt (Ovor 1 - in
LP Length) for Point Repair of 6"
VCP Sewer Pipe (10'-15' in
I
~
/
~~
De th), co 1. in lace er LF ('~
' S `/
'
niVIBED Ysoposal 8orm
Page 13 of 32
ADDENDUM N0.2
Attachment No. 7
Page 13 of 32
VJ/V4/LVVJ ii.a~ rxn
OSO AND ivHITSCAP 17pTP SABIN SANITARY BE~It REHABILITATION
(PY 2009 _ 2009)
B7-SE BID ONS PART 8 - AREA D
IpJ 015/033
x 1I III rv v
HID Q~ i DrSCRIPTION UNIT PRICB HID ITEM 8XT8NSION
ITEM UNIT
D-21 70 Repair 2" HMAC Pavement and ~7
~~~'
SY 12" Flexible Hase, complete in O~_ S /
lace per SY
D-22 90 Repair Concrete Sidewalk, ~ ~ / ~O
SE
ecm lets in lace per SF .
$
D-23 20 Repair Concrete Curb and / '7s-Y-~
LF
Gutter, compl. in place per LF .
$ L ~ w
D-24 950 Sod Restoration, complete in ~ , 6 ~d ,
SY lace er SY - $
0-25 710 Eence Restoration, complete in 3 ~, ~~
3'e ~
LF lace eY LF ~
S
D-26 1 Traffic Control, complete in Ip ~. ~ l n~
LS lace r LS / S
D-27 630
~ Trench Safety, complete in / ~~~.
LF place er LF $
D-28 50 Disposal of Contaminated Soil, ` ~Z ~ D D
`~
CY complete in place er CY $
,
D-29 1 Unanticipated Utility
L$ Allowance (Matadatory
A1lowanao), complete in place ¢7,000.00 ¢7,000.00
ei LS
D-30 1 Use and Restoration of a Cit
i ~nj
~
~ ~~
~~~
LS s
park, complete in place per V $
TOTAL HA88 8ID ONE PAA'1! 8 - ARBA D S ~ ~ ~ Z • • / f y ° ~
(Bid Items D-1 thru D-30) O
ao
NOTS: The BboVe unit priOey A49t SnClude all labor. mateYial6, bailing, Yamovel, oVeshesdr Profit, insurance, etc.,
to Dover the finished work of the sevoral k3nda caned for and the Owner reaexveD the rigDt co increase or
decrease the quantity of say Ditl iLme. TDe aDOVE quant3t3ea are apprbzimata anfl may vaYy fibm the f1O0.1
quanti tiea~ [q not ostler material Daeed on Lhasa sPproxlwste auanCitiea.
R&VISSD Proy+osal 8brm
Base 14 of 32
ADDENDUM N0.2
Attachment No. 7
Page 19 of 32
oar owi~~oa i r. ~o rnx
OSO AND ~PHITBC.AP WN'1'P HASIN SANITARY 9E90EA REAASILITATION
(i'7C 2008 - 2008)
$ASS BID ONLY' PART B - ARNA 8
(QJ V 1 b / U:i'd
I II i2I Iv
BID QTY 6 DSSCRIPTICN OMIT PAICC BID ITSbI EXTCN$TOa1
iTtbt UNIT
E-1 1 Pre-Construction Video Taping
~
r
L5 and Photos, oomplete in place S OC~,
$ S
er LS
E-2 12,560 Cleaning and Video Recording
LF of Sewer Lines Before and
lete
com
bilitation
R
h ¢
~ 2
~
p
,
After
e
a $ ,
.
0
in lace er LF
E-3 2,780 Rehab of 8" VCP Sewer Pipe by
LF Pipe Bursting t0 10" HDPE (0'-
lete in
com
6' i
D
th) ~ r.
/ ~ ~
~~~
p
n
ep
, j
lace er LF $
E-9 2,600 Rehab of 8" VCP Sewer Pipe by
LF Pipe Bursting t0 10^ HDP$ (6'-
complete in
th)
10' in De ~
~ /
T ~ ~
p
, ~ . g l
~,
lace er LF
E-5 900 Rehab, Of 8" VCP Sewer Pipe by
LF Pipe Bursting to 10^ HDPE
(10'-15' in Depth), complete ~.-~ ~~
~~~
i
S
~
in lace er LF
E-6 59 Install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
(0'-6' in Depth) up to 25'~ ~(~O
g ~
com lets in lace per EA $
,
E-7 96 install Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting r" /
(6'-10' in Depth) up to 25'r /~ y'~. $ ~GJ Z1 V~•
o late in lace er EA
E-0 26 Install Service Laterals (With
EA Cleanout) on Sewer Pipe
Rehabilitated by Pipe Bursting /
/ ~' O
~'
(10'-15' in Depth) up to 25', •
[[[ S
c late in place er EA
E-9 30
LF Extra Length foz service
L8teYe19 (0'-6' in Depth),
r - n
ZV (~-
co late in lace er LF S
R&V18ED Psogosal BoFN
Page 15 of 32
ADDENDUM N0.2
Attachment No. 7
Page 15 of 32
VJ/V4/LVV~ ii oo rnn
080 AND 9PSITBCAB 11WTP BASIN SANITARY BRYPER RSBABILITATION
(FY 2006 - 2009)
BASK BID O2iE BART B -• AREA Bi
IQ V1!/V:~'d
I II III IV V
8D) 4TY S DESCRIPTION UNIT PRICE BID IT&M BXTEN6SCiT
ITEM UNIT '
E-10 30 Extra Length for SerViae
LE Laterals I6'-10' in Depth),
' Z ~ ~ ?j,~,
com late in lace er Lk
E-11 30 Extra Length for Service
th)
(10'-15' in De
l
~'~ ~
3(~~.
LF ,
p
Latera
8 $
CO late in lace er LF
E~12 5 9' Dia. Manhole Restoration
EA nd Epoxy Coating
with Cement a
i
l
'
' ~~~~ /n
~®
!
p
ete
n
in De th) comp
(0
-6 ~
)
$
lace er EA
E-13 5 4' Dia. Manhole Restoration
i
Ep,
ng
with cement and Epoxy Coat
(6'-10' in Depth), complete in ~~
r0.
l
~~~ ,
~
lace per EA 9 "
~
..
E-19 3 9' Dia. Manhole Restazatlon
Ep with Cement and Epoxy Costing
(10'-15' in Depth) , complete // `~
D ®
~ ~~7
/ 3
S~v
•
J
//// /
,
$
in lace er EA
E-15 1 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating T ~
(Gieatar than 15' in Depth), ~'~• $ ~~ per,
Co late in lace er EA
E-16 10 Internal Obstruotion Removal
~ O ,
~
~ ~~~
Ep complete in place per EA $
E-17 1 New 9' Dia. P'iberglasa Manhole
complete in
(D'-6' in Depth) ~ ~
Q, 'p (~
EA
,
place er EA $
.
E-1B 1 New 9' Dia. Fiberglass Manhole
complete in
th)
(6'-30' in De ~
-
[, D~. ~~O
5
EA p
, / $
lace er EA
E-19 2 Point Repair (Up to 10' in
Ep, Length) of 8" VCP Sewer Eipe
com
lete in
D
thl
0'-6' i ~ `~
o / ~O
(
0•
p
n
ep
.
( p
lace er EA $
6-20 9 Point Repair (Up to 30' in
EA Length) of B" VCP Sewer Pipe
(6'-10' in Depth), aompiete in
3'~j,
~ ~~6.
lace er EA $
R8VI8=D Proposal Form
Page 16 of 32
ADDENDUM N0.2
Attachment No. 7
Page 16 of 32
080 AND 9PBITSGAP lOi-TP BASIN BANITAAY SE9~ER REEiABILITATI02~
(FY 2008 - 2009)
BA98 SID O~ PART 8 - AREA 8
IQ UItllV'~'3
I II III IV V'
8ID 4TY G pF.'9CRIPTION UNIT ~~ HID ITlJ44 EXTENSION
ITEM ~T
E-21 2 Point Repair (Up to 10' in
EA Length] of 8" VCP Sewer Pipe
(10'-15' in Depth), complete 2D~. ~~~.
in lace er EA $
E-22 20 Extra Length (Over 10'-0" in
LF Length} for Point Repair of B" r^
VCP Sewer Pipe (0'-fi' in 5(? ~~~'
De th), eo 1. in lace er LF , $
E-23 40 Extra Length (over 10'-0" in
LF Length) for Point Repair of 6^
(6'-10' in
VCP S
Pi ~~ ~/~ n ~ ,
7~'v
ewer
pe S
Depth), co 1, in lace per LF
E-24 20 Extra Length (Over 10'-0" in
LF Length) for Point Repair of 8"
e (10'-15' in
VCP Sewer Pi
~~~ '
~(~! O
p S
De th) Cora 1. in lace er LF -~
E-25 470 Repair 2" RMAC Pavement and
SY 12" Flexible Base, complete in
~~~ (~
D~~
lace er SY $ `
'
E-26 50 Repair Concrete Sidewalk, ~ ~
SF com lete in lace per SF S ~
E-27 220 Repair Concrete Driveway,
~ ~{'~ 6D
SF c lete in lane r SF S t~
E-2S 10 Repair Concrete Curb and
~~ S~
LF Gutter, com 1. in lace er LF S
E-29 2,050 Sod Restoration, complete in
~ /6 rJ~
SY place per SY S L 17V'~
E-30 1,720 Fence Restoration, complete in
~ ~
~ /
~~
LF place er LF ' S
/
E-31 1 Traffic Control, complete in 3 ~
LS
place er LS 1 ~O . $
~~Q
E-32 2,150 Trench Safety, complete in 2 , ~~,
LF lace er LF S
REVIB=D Psoyoeal Fozm
Page 17 Of 32
ADDENDUM N0.2
Attachment No. 7
Page 17 of 32
OHO AND WHTTBCAP iwITP HA3TN SANITARY SE978It REHABILITATIOIQ
(~ 200$ - 2009)
SA88 SID OmIE PART H - ARF~- E
IQ 019/033
x II IiI IV v
HID Q~ i DYSCRIPTION UNIT PAICa HID ITCM EXTLNBICN
IRS! UNIT
E-33 50 Disposal of Contaminated soil, /~` b~
CY co fete in lace per CY $
E-34 1 Unanticipated Utility
LS Allowance (Mandatory
Allonatlce), complete in place $7000.00 $7,000.00
ex L8
E-35 1 UEe and Restoration of a City ~D~
~ ~
$ ~
DD'
LS Park, complete in lace per LS V
TOTAL HA9>L BID ONE PART H - ARaA 6 .$ ~ ~ ~. d l)f/-
(Bid Items 8~7 thru E-35)
// l p o0
TOTAL BASE HID oriE - AREA A-B S ~, ~J`` ~. / 3~• r
(Bid Itema A-1 thru E-35)
NOTE: TMe above unit prices meat include all laboY, material8, bailing, reapvpl, overhead, profit, lnsarance, etc.,
tc cover the finished work of the several kinds called for and the owner reserves t]ie right to Lnereaee or
decrease the quantity o! Any bid item. The above quantities are approximate and may vary from the liael
quantltlea- bo act order material based oa these approxiaate auontitiea.
RE9Za&D Fropaeai Foss
pegs 18 of 32
ADDENDUM N0.2
Attachment No. ~
Page 16 of 32
v o, v•~, coca ii.oo rnn
OSO AND iPBITSCAP WWTP BASIN SANITARY
(FX 2008 - 2009)
SASE BID TWO PART A -
I¢JVZV/VJ:1
SEWER REiWBILITA'1'ION
AREA 8
I II III ][V V
HID RTY t DESCRIPTION D1SIT FRIC6 HID ITEM BXTHN8IOIQ
ITEM UNST
F-1 1
LS Pre-Construction Video Taping
complete in place
and Photos
~~0.
, $
er LS
F-2 1,570 Cleaning and Video Recording
LF of Sewer Lines Before and
t ~j,~
!7-
e
After Rehabilitation, comple $ 70 ~
in lace er LF '
F-3 520 Remove Existing 10" PVC and
LF 12" VCP and Replace with New
15" PVC Installed by Open
(0'-6' in Depth),
Trenchin
~`n
~` ~J
g
com lets in lace per LF $
,
F-9 1,050 Remove Existing 12" VCP and
LF Replace with New 15" PVC
Installed by Open Trenching
complete in
th)
(6'-10' in De
~f7.
7 ~ S ~
,
p
lace er LF $
_
F-5 500
LF Install 10" SDR 26 PVC
e) Force Main
sure Pi
(P
~Q ~--
~ )
~~D
,
p
res , ~
S
com late in lace er LF
F-6 250 Install 16" C-905 DR 10 PVC
l ~"
~ ~ /~~'
/~
~
LF ace
Water Main, aomplete in p • $
~
7(/,.
er LF
F-7 5 Install service Laterals (With
EA Cleanout) on New 15" PVC (0'-
to 25'
th) u
6' i
D
~~ ~
~ ~ `J~•
p
,
n
ep , $ O
co late in lace er EA
F-9 6 Install Service Laterals (with
EA Cleanout) on New 15" PVC (6'-
th) up to 25'
10' in De / r.
`JQ
3 9~ -
,
p
complete in lace eY EA (
, $
F-9 30
LF ExtrP Length for Service
Laterals (0'-6' in Oepth), //~~~~
may)
/ ~~ .
ao late in lace es LF !`"' $
F-10 30
LF Extra Length for Service
Laterals (6'-10' in Depth),
~
~ Z~,
c late in lace er LF $
RaVISCD Proposal flora
Page 19 0£ 32
ADDENDOM N0.2
Attachment No. 7
Page 19 of 32
VJf U4/LVUy 11:5V hRX
Ipf VL I/VSS
OSO AND 11AI'rBC:AP ~'P(YY~~ 6 ~ Off; egNBR RSAA9ILITATIOB.
BA88 SID TpPO PART A - ARBA F
zv v
s :x xxx
asa ~ & asscaxs'i'xoN vNxT axzes g=a xz'ns sz'tsassoN
I'1'~ RSIT
oo` s_ loon'
F-11 2 Install cleanout soot (ou7.y).
gp c late is- lace er 8A
New 4' aia. Fiberglass Manholo ~ ~ a (~ Q~
F-12 1
gA (0'-6' in Depth), complete in $
lace er SA
F
13 4 New 4' Dia. Fiberglass Manhole
' ~ 'L~~, $ / 2 ~Ql7
~"
- gA complete in
(6'-10' in Depth), .__- -
lace per 8A
~
0
~ ~~ °
F-1~ 1,690 com late in place
Dewateriag, p j $
F-15 LF
150
3 er LF
Repair Concrete arivewaY•
3~•
g / ` ~ ~ '
,
gg c lets is lace eY SF
in _
`~ a v ~'
F-16 1,350 SOd ReaCOratlOn, Complete ~ $
SY lace er SY
E-17 1 Traffic Control, complete in `3~~0. $ 310
Lg Saoe er LS
s-1B
1,690
~rreach Safety. compiete in
l , ~~ gam.
$
l,g lace r LF
9 Disposal of Contaminated Soil, /~2 $
?f7v~~
F-i 50
cy com late in lace er cY ~
F-20 1 vnanticipatea Vti11Cy Allowance
I1landator7f A11oManoe),complete in
$7
000.00
$7.000.00
LB leas r L9 .
s-21 1 Testing Allowance, complete in
$2,500.00
$2,500.00
Lg lace er L6
F-2R 1, Gro+ati Aband~ Za0 6} Of
c ~ ~~
'1 LLf/•
3 ~O`
j,g s
taciat. 6" Na er Liae. c a ~L~-- $
in laa er LS
ir 2" S71AC pavement and
ls • is
~O'EJ•
~1J0
F-23 90 17" pleribie arse ecaloD .
~ place ysr SY
g80I8>ea Yropeaal Form
page 20 0! 32
14D®BNDSIM N0.2
Attachment No. ~
Page sv of 32
V3/U4 /'t UVy 11:51 FAX
IQ.f VCC/VJJ
O$0 ARD RxS'T$CAP lOq'PP SASIDi BANTTARY $SifiR R8FiA8ILITATTODi
(FY 2008 - 2009)
' 8A$8 8ID TiPO PART A - AREA F
_~ V
S II III
Sin QTY ~ D89C&IaTi0m1 DNIT PAICS SID ITli1S 8lT~8i~1
STiI[ »T
3 ?i• Ce E7ciaC. 6srriae Line ~ ~bn~ ^ ~O.
8.44 EA wiCh New Haber SO e. $_ `
- }eCe in Tlaae r SA
TOTAL a#98 SSD TIPO PANT # - ARE1- F $ ~ ""~~~ -
(Hid Items F-1 thru F-24)
D1d!$: The sboVe uhik prieaa anus inalVde all labhr, eaCerials, AaSlii7g, y~oval, overhead, pmfiL, inearence. OCC..
to cover the lini E~a of any b ae itaea a 4'ha above lquaneitiea ara approxieae ahd v ary Eros thoa~nal
decYesra tha gash Y
quahCitiee. Do not order aiaeerial based on these annroxiMta pasn ties.
AEV18~ proposal loan
Page 31 of 32
ADDSNni1M ylp.2
Attachment No, 7
Page 21 oY 32
va~vY~cova ii.ai rnn
OSO AND ~fAITRCAS 1CfiiTP BASIN SANI'RARX SE7oER AEHASI~x'1'ATION
cn'x 2aoe - 2oos~
BASE SID '1'ND Part B - AREA G
I¢J V L'J/ U J:i
x II
III
rv
v
g=D 4TY b D&SCRTPTION UNIT FRIG gIp ITCM EXTF.NBION
IT&Di UNIT
G. AREl1 6 - SANITARY 9EN&R IMQ'ROV6l~NTS
G-1 1 Pre-Construction Video Taping ~ r
LS and Photos, complete in place C ~
t~ $ ,~j Qpp ,
' r LS
G-2 6,020 Cleaning and Video Recording
LF of Sewer Linea Before and
complete
habilitation
R ~
Q ~(
,
e
After S ~
in lace er LF
c-3 2,170 Rehab of 6^ VCP Sewer Pipe by
LF Pipe Bursting to B" HDPE (0'-
6' in Depth), complete in '3~j. $ ~Z '~'(~D.
lace er LF
G-9 B90 Rehab of 6" VCP Sewer Pipe by
LF Pipe Hurating to B^ RDPE (6'-
complete in
th)
10' in De
3 ~ ~ r
~
l
,
p • ,
$
lace ar LF
G-5 60 lnatall SeYVice Laterals (With
EA Claanout) on Sewer Pipe
Rehabilitated by Pipe Bursting
th) up to 25'
0'-6' in De ~
~ ~ ~,'^~,,
'jw
,
p
( . $
com lets in lace per EA
G-6 10 lnstall Service Laterals (with
EA Cleanout) on Sewer Pipe
Rehabilitated by PipB Bursting
/ ~ ~
/
v~,
v
^
(6'-10' in Depth) up to 25', O
(~ $
,(
jJ
J
co late in place er EA
G-7 300
L Extra Length for Service
Laterals (0'-6' in Depth)
~ Z ~
F , $
,
com lets in lace per LF
G-S 50
F Extra Length for Service
Laterals (6'-10' in Depth),
~Z. ~, /~
L $
com lets in lace er LF
G-9 8
EA 9' Dia. Manhole Restoration
with Cement and Epoxy Coatinq
~f / ~
~ ~~
(0'-6' in Depth), complete in //E'/ S ~
lace er EA
RbYLe6Y rzopvesa aoa.m
Page 22 of 32
ADDENDUM N0.2
Attachment No. 7
Page 7.2 of 32
ua~uvrzuVa it:si rxx
090 ~t`m AiSITPiCAP WWTP BASIN SADT='1'~y $$~~ RBHAHILITATION
(FY 2008 - 2009)
HASS BIA 1'iP0 Bar~C 8 - 1~1REA G
I(IJ VL4/V33
I xx
Isx
xv
v
BID R'm 6 D88CAIPTSON UNIT pRICt SID STEM EXT8N8ION
ITEI'L UNIT
G-SO 2 9' Dia. Manhole Restoration
EA with Cement and Epoxy Coating
complete in
De
th)
`-10' i ~ /J
bjf,
Q(, .
p
,
n
(F ` &
lace er EA
G-11 10 Internal Obstruction Removal, 6 DO, $ tea,
EA c lets in lace er EFf
G-12 1 New 9' Dia. Fiberglass Manhole """"~~~'~
~ (0'-6' in Depth), complete in ~crr,~
~v S ~ 00 .
Sacs er EA
G-13 1 Point Repair (Up to 10' in
EA Length) Of 6" VCP Sewer Pipe
complete in
th)
D
' -6' i
/
`
3
3 /7QQ
,
n
ep
(0 7
~ O(9
l ,
6
pldce er EA
G-19 1 Point Repair (Up to 10' in
EA Length) of 6^ VCP Sewer Pipe
lete in
com
th)
D
' i
'
3 ~Qp
3 7~Q
p
ep
,
n
(6
-10 ,
S
lace er EA
G-15 10 Extra length (Over 10'-0" in
"
LF Length) for point repair of 6
ipe (0'-6' in Depth),
VCP sewer ,~^
bl
~~(~ ,
p JJ~~// $
c late in place er LF .•
G-16 10 Extra length (over 10'-0".in
LF Length) for point repair of 6"
e(6'-10' in Depth)
i
VCP
r
~
~(~
,
p
sewe
p , $
,
lace per LF
iri
l
t
p
comp
e
e
G-17 90 Repair 2^ EMAC Pavement and
complete in
12" Flexible Base
/ ~
~' ~~,
gy , $
place per SY
G-18 90 Repair Concrete sidewalk,
SF ~ 2 f S~,
$ _1
SF complete in place per
G-19 20 Repair Concrete Curb and
~ ~~
LF Gutter, complete in place per LF _ 5
G-20 786 Sod kestoration, complete in g , $ ~ ~~.
SY lace r SY
RSVI9® Yropo~al SDSu
Page 23 of 32
ADDENDUM N0.2
Attachment No. 7
Page 23 of 32
!04/2009 71:51 FAX
l(JJ VLV/ V3J
OSO AND WHITffiCAB SiGOTP BASIN gANITARY SCR gg8A8TLITATION
(FY 2008 - 2009)
BASZ BID TYPO ParC 8 - LRB71 G
ly v
I Iz III
HID C~ ~ DHgCRIPTION QNIT pgSCC BID IT6tQ HkTBN8ICi9
ITEM UIiIT
G-21 700 Fence Restoration, complete in '30 , $ ?j' a0(7-
LF laoe er LF
G-22 1 Traffic Control, complete in ~ /~, $'2 ,
G-23 780 Trench Safety, complete in I $ / 0(J
LF lace er LF ~--- //~~
G-29 50. Disposal of Contaminated Soil, I~, $ ~f7V~.
CY co lets in lace er CY
G-25 1 Unanticipated Utility
L3 Allowance (M~ndstory
Alloxsnoo), complete in place 7,000.00 ,7,000.00
per LS
TOTAL Hnee HID Tam PART H - AREA G ~ 3a9.8x~•
(81d Items G-1 thru G-25) T
POTS; The above gn1.t pricaa e116C include aii labo=, materials, bailing, rareovAl, overhead, pLrolit, inaurancei sic.,
the oYantiCy ofnany bid ilea. The above qUe titi6aesreoapp=oxinate~atld InBYe~'arY fD~ t~tfinalDquAnEiEl.esaeflnanot
W
ordec natalSel based on tDase a roxinaEa entitles.
R&VI98D proyo6al Sores
Page 29 of 32
ADDENDUM N0.2
Attachment No. 7
page 29 of 32
i/04/2009 11:51 FAH
lQJ VLO/ VJJ
O80 Ag1D pOAITECAB W4i'1'P 8A8TN SApITARY SSA pgHABIAITATION
(FY 2008 - 2009)
BABE SID TifO Part C - ~
xv v
z Ix zxz
3ID QTY G DE9CRIPT20N 91PiT PRICE BID ITS[ SXT~i8I0N
YTE1R DRIT
8. 71RG E - RS~iIT11RY 9EiiER L6E80VEIOEN'1'S
H-i 1 pre-Qaaatrnotiooa Video TeDiag S~ p00-
=,g aad phones cd~lets is Dlace ~~, ~ +
R-a ao
as
~~. ~ ~ a ~~
H-9 100 Rabov. lpciatl,ri4 10^ veP and
'- L! lwa. with .w ~ $ ~+ oG1o
r tsilad by 09en TXenohia4
~'6'•10~ is DeDth). oo~lste
in Diace Der L?
~_ s ~ba~.
8-4 130 newanaria , e iens is Saca
g_g 130 Ts~nah SalabY oomDLte 1n l , ~ ~ 30 .
as i ar Ali
H-7 So Dienoaal o! Contaadaated 8oii,_ / L"')_.
/
7~ $ ' 16Q`~.
CY o lass in aae ar CY ~
g_g 1 vaaatiaiDatsd IIlrility
Le A13awaace AllDaanae).
.. ,,,, s~_ooo.oo
1 Ga lA +a ~ ~+: +. ------
g.g 56
~ e~+ais a^ 8!d-C•8awmeat aad
ia" 1leacibla Saes, aoaDlate is
`0O,
(~~~~ .
~-
lwc = ~
ta and 0latnar, G£` ('~Q~ -
a•i0
-^ 10Q a lsbe is laaa et Ly -
0 J_ S
0
L!
• 1 M•w.
..- Page 25~Of 32
ADDSlIDUM N0.2
Attachment No. 7
Page y5 oY 32
/04/2009 11:51 FAX
~ vc~/vex
080 AND ViAITSCAP ~iiiTF SA$IN SANITARY SSfOSR gggABILITATION
. (HY 2008 - 2008)
BABN 8ID ToPO Dart C - 1-R8A H
IP 4
= II III
SIa R'M ~ nBeCSIPTIODi @lIT PRxCa SID rrms al(Ta1iBION
s~ ~ e~xT
H=11 I l I Tra!!ic Cm-trei ooaapiaba is
s 3~0°~
00
TOTAL a.sa 8ID TWO PAtiIl' C Anal. g $ 9 ~ 3 '. "'
(Did Itemo H-1 thru K-11)
8~~ ~~'
TOTAL HASlZ HID TliO - AaBA P. 0 & 1~ S ~ -
(eid Items F-1 thru H-il)
AOTB= the above unit P~cee rcaat iiAelude all labor, esdrials, bailia8, relROVe1, overhoad, PzeEit, iasuras~ce, ate.,
to coves the finisheQ work o! tae several kinds called for and Che Owner zeeervea £~romrith~etfiml quantdties ~ ~t
the quantity o! anY bid itaa. 1'he ehoVe quanelcise ere approxlmete sn6 maY ~Y
order ~eterial based oa Ehese aDDm%imate quantities.
sEVYBSb Proposal l•orfi
Page a6 of 32
Aaasrmand l~o.a
Attachmexlt No. 7
Page Z6 OY 33
/04/2009 11:51 FAK ~ v~V~VVV
030 AND NSTTECAP WW'1'P BASIN SANITARY SEVER ggRAgI7,ITATION
(FY 2008 - 2009)
SID $LiD~Q11RY
Bidder may bid on any individual and/or combined Hase Hid. I! there i8 to be no bid on
any part, write "NO Hid"•
Bfsthere isaaediscrepancyllthentotalmbidssonltheapreeeding pageseahalltgovesnoovergthoses.
listed below:
ToTan s~-sE sxa ors _ $ ~, lo',L S 4 ~ y.
Areas A, B, C, D, & E
TOTAL. HASH STD TiIO - $ ~0~ ~~. ~
Areas F, 6 i R
TOTAL SASE HID TBREE 8 0~ ~~ 0 2'~' os
Areas A - R
RSVI6lD Prpppae7. FOICm
Page 27 of 32
ADDENDUM N0.2
Attachment No. 7
Page 27 of 32
3/04/2009 11:51 FAX
1(IJ VLJI VJJ
The undersigned hereby declares that he has visited the site and
has carefully examined the plans, specifications and contract documents
relating to the work covered by his bid or bids, that he agrees to do the
work, and that no representations made by the City are in any sense a
warranty but ate mere estimates for the guidance of the Contractor.
Upon notification of award of Contract, we will within ten (10)
calendar days execute the formal contract and will deliver a Performance
Bond (as required) for the faithful performance of this contract and a
payment Bond (as required) to insure payment for all labor and materials.
The bid bond attached to this proposal, in the amount of 5+k of the
highest amount bid, is to become the property o£ the City of Corpus
Christi in the event the contract and bonds are not executed within the
time above set forth as liquidated damages for the delay and additional
work caused thereby.
Minority/minority Business Enterprise Participation: The
apparent low bidder shall, within five days of receipt of bids, submit to
the City Engineer, in writing, the names and addresses of MBE firms
participating in the contract and a description of the work to be
performed and its dollar value for bid evaluation purpose.
Nwaber ofl signed Sots of Documents: The contract and all bonds
will be .prepared in not less than four counterpart (original signed3 sets.
Time oP Co~spletion:
To minimize inconvenience to the general public and to minimize their
exposure to dangerous conditions, the contractor will be required to
follow tight scheduling for construction and will be required to meet dead
lines for completion o£ each phase shown below. The project has been
divided into phases. If awarded Base Bid One or Base Bid Two, the
contractor is required to complete each phase before pzoceeding to any
other phase. if awarded Base Bid Three, the contractor will be allowed to
start or work concurrently in no more than two phases at any one time.
Time duration for construction is allocated for each phase and if the work
in that phase is not complete as shown below, liquidated damages will be
assessed for each day the work is delayed. A penalty in the amount of
$200 00 per caieadar day will be assessed against the contractor as
liquidated damages.
Completion shall be based on satisfactory work, completed, in accordance
with the plan, specifications, and contract documents and accepted by the
City.
start of 8roiect ie initiated by the Notice to Proceed.
Base Sid ono:
The working time for completion of Base Bid One will be 480 Caleadar Days.
Each phase of the Project shall be completed within the number of calendar
days allocated as described in the following;
phase I - Area A + Area 8 + Area ~ 300 slander Days
Phase II - Area L + Araa E
RnVIBEri 8roposal E'orm
Page 28 of 32
ADDENDUM N0.2
Attachment No. 7
Page 28 oP 32
d/U4 /'LVVB 11:6'L hAH
8asa Sid Txo:
The working time for completion of
Each phase of the Project shall be
days allocated as described in th
Phaaa T -- Area G
Phaae II - Arsa ~'
Phase III - Area H
IQJ U:iU/ V:i :3
Hass Hid one will be 340 Calendar Daya.
completed within the number of calendar
e followings
170 Calendar Days
140 Calendar Days
30 Calendar Days
Hase Ha.d Three:
The working time for completion of Base Hid one will be 820 Calendar Daya.
Each phase of the Project shall be completed within thi
days allocated as described in the following;
Phase I - Area A + Area H + Area C 180
PhaB. xx -Area a 170
Phase III - Area D + Area H 300
Phase IV - Area F 140
Phase V -- Area 8 90
number of calendar
Calendar Days
Calendar Daya
Calendar Daya
Calendar pays
Calendar Days
Days Allocation £or Raia
The Contractor shall anticipate the following number of work days lost due
to rain in determining the contract schedule and for each phase of the
contract. A rain day is defined as any day in which the amount of rain
measured by the National Weather Service at the Power Street Stormwater
Pump Station is 0.50 inch or greater. No extension of time will be
considered until the expected 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 9 Days October 4 Days
March 2 Days July 3 Days November 3 Days
April 3 Days August 4 Days December 3 Days
This project is essentially a construction contract for a period of 630
Calendar Days (Base Bid One), 340 Calendar Daya (Base Sid Two) or 970
Calendar Days (Base Bid Three), as detailed elsewhere in the contract
documents. Damages for exceeding the total time allotted shall. be
independent of damages assessed for each item, as described above.
After Contract Award and pre-construction meeting is held, the Contractor
shall commence work within ten (10) calendar days after receipt of written
notice from the Director of Engineering Services or designee ("City
Engineer") to proceed.
For each calendar day that any work remains incomplete after the time
specified in the Contract for completion of the work SOR 8~AC8 PHASE or
after such time period as extended pursuant to other provisions of this
Contract, $200 per Calendar nay will be assessed against the Contractor as
liquidated damages. Said liquidated damages are not imposed as a penalty
but as an estimate of the damages that the City will sustain from delay in
completion of the work, which damages by their nature are not capable of
AEVI9L'D P7COpoaal 8orm ADDENDUM N0.2
page 29 of 32 Attachment No, 7
Page 29 of 32
3/04/2009 11:52 FAX
IQJ VJ 1/ VJJ
precise proof. The Director of Engineering Services (City Engineer) may
withhold and d®duct from monies otherwise due the Coatroas~mr~~ amount of
liquidated damages due the City from the y)onthip p y
The undersigned further declares that he w111 provide all
necessary tools and apparatus, do all the work and furnish all materials
and do everything required to carry out the above mentioned work covered
by this proposal, in strict accordance with the contract documents and the
requirements pertaining thereto, for the sum or sums above set forth.
Receipt of ~ e following addenda is acknowledged- (addenda
number):
Respectfully submitted:
Name: }'/f ~'!' C•
By: ~ ~ ~
IC~NA I
(ggpl, - If Bidder is
a Corporation)
.~ S~~~E _
Address: L~ ZG L(/G~ S~
(p.O. Box) (Street)
C Y,P s e ~~ ~-~ z 9
(City) (stat-e/) q (Zi-P)
Telephone: ZS~ ' ~`~~ ~/~
NOTE; Do not detach bid from other papeze.
Eill in with ink and submit complete
with attached 4apers.
(Revised August IU~U)
g8VI8tD Proposal Form
page 30 of 32
ADDENDOM N0.2
Attaohment No. ~
Page 30 of 32
The undersigned further declares that he will provide all
necessary tools and apparatus, do all the work and furnish all materials
and do everything required to carry out the above mentioned work covered
by this proposal, in strict accordance with the contract documents and the
requirements pertaining thereto, for the sum or sums above set forth.
Receip~ of the following addenda is acknowledged (addenda
number) : --r 2F 3
(SEAL - If Bidder is
a Corporat~
Respect//fully suNblmitted:
Name : f NF ~ / ~l /T f~~~L /f~l L .
h
By:
(SIGN ' )
Address: I3L.ZL ~(/G/E:
(P.O. Box) (Street)
GYP~s -~,~ ~~s~zs
(City) (State) (Zip)
NOTB: Do not detach bid from other papers.
Fill in with ink and submit complete
with attached papers,
Telephone: 28
Proposal Form
Page 27 of 29
30~- ~/UO
(Revised Avguat 2000)
3!04/2009 11:52 FAX
~~~, ~~~
'i;,R~,i" CITY OF CORPUS CNRISTi
s7r` ~ DISCLOSURE OF INTEREST'S
City of Corpus Christi Ordinance'171 t 2, as amended, requires all persona orflrmsseeking to do~wslene ~~ ^~t?
provide the foilowi[ng information. Every quesflon must be answered. If the question is not app
FIRM NAME: I7 UF~ ~ ~Vd ~T ~ ~` ~^/L '
srREET: / 3 6 z 6 KL IJ G L CITY: C yiuA~ 5 T~C ZIP: 7 `7 ~ Z ~!
FIRM Is: 1. or on 2. Partnership 3. Sde Owner 4. Aseodation
5. er
DISCLOSURE QUESTIONS
If additional space is necessary, pl~se use the reverse side of this page or attach separate sheet.
1. State the names ct oath "employee" of the Clty of Corpus Christ! havfng an °ownership Interest"
conatltuting 3% or more of tiro ownerehlp In tho above named "flrrrr".
Name Job TNIe and City Department (if known)
~ /~
2. State the names of each "officiaP of the CNy of Corpus Chrlstl having an "ownership interest" constituting
9% or more of the ownership in the above named "flan".
Name , ~ / Job 71tie and Clty Department (if known)
I-r~~-
~. State the names of each "board member" of the City of Corpus Christ! having an "ownership Interest'
eonstituting 3% or more of the ownel'shlp In the abovs named "flan".
Name Job Title and Clty Deportment (if krlown)
/~
4. State the narrros of each employee or oNk:er of a "oonsultent' forthe CRy of Corpus Christ! who worked on
arty maetsr related to the subJaet ofthta contract and has an "ownerehip interest" consgttrtine 3°k or more of
the ownerehip in the above named "firm".
Name /I Job Title and Clty Department (if known)
~J~'
CERTIFICATE
I certify that all Information provided Is true and Correct as of the date of this statement, that 1 have not krmwin~ly
withheld disclosure of any Information requested; and thatsupplementsl atatemantswill be pnxnptiysulxnltDsd to the Crty
of Corpus Christi, Texas es nges ~
Gertifyfng Pereon: a ~~ rO6~/ Title:
or nt
Signature of Certifying Person: L' Date:
gEVIBED Propeawl 1rOrm ADDENDUM N0.2
Page 31 of 32 Attachment No. 7
Page 31 of 32
3/04/2009 11:52 FAH
DEFINITIONS
a. "Board Member". A member of any board, commission or committee appointed by the City Council of the Clty of
Oorpus ChMlsti, Texas.
b. Employee .Any person empbyed by the Clty of Corpus Christi, Texas, either on a full or part time basis, but not as
an Independent contractor.
c "Firm'. Any erktty operated for eoonomio gain, whether professional, Industrial or wmmerclal and whether
established to ce or deal with a product or service, including b ora~tiotnmitar~to~a ontkltlas~poPesra~ted~intt ve~re
sole proariatoreh~ es selRempbved person, partnerehip, core j
receiversYhr~ip or frusf and entities which, foyyr purposes of ta~tion, are trpeualyted as non-gprofd orgenlzatlons.
d. "DCetpartment aeiWM Division Heads end MuniGDai CouR Judgesaof the Oity of Corpus Chrisd~T texas. City Managers,
e. ,t~h 6~reterest Isehreeld through en eguet~rt, taus e6~tabkatdin9 a dty~ ConB~Wct~WealX hel~d'~ rreferat~o fic~ing or control
established through voting trusts. proxies or special terms of venture or partnership agreements.
f. pu nrpo et~ot prof~essional~~nsultatio^ a^d r~ec®ronmmendatlon ~hitecta, hired by the City of Corpus Christi for the
ADDENDUM ND,2
R8VxS8D 8ropoeal FOZm Attachment NO. 7
Page 32 of 32 Page 32 of 32
0ond~- 6301466
P E R F O R M A N C E B O N D
STATE OF TEXAS $
KNOW ALL BY THESE PRESENTS:
COUNTY OF NUECES ~
THAT Huff 6 Mitchell, Inc. of HARRIS County, Texas,
hereinafter called "Principal", and 0afeco Insurance Company of America a
corporation organized under the laws of the State of Lleshington ,
and duly authorized to do business in the State of Texas,
hereinafter called "Surety", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City", in the penal sum of TWO MILLION,
FOUR HUNDRED FIFTY-FOUR THOUSAND, TWENTY-SIX AND
NO/100($2,454,026.00) 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:
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 14TH of APRIL 20 09 a copy of which is
hereto attached and made a part hereof, for the construction of:
OSO AND WHITECAP WWTP
BASIN SANITARY 3EWER REHABILITATION (FY 2008-2009)
PROJECT NO. 7400
(TOTAL SASE SID THREE: $2,454,026.00)
NOW, THEREFORE, if the principal shall faithfully perform said
work in accordance with the plans, specifications and contract
documents, including any changes, extensions, or guaranties, and if
the principal shall repair and/or replace all defects due to faulty
materials and/or workmanship that appear within a period of one (1)
year from the date of completion and acceptance of improvements by
the City, then this obligation shall be void; otherwise to remain
in full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or
addition to the terms of the contract, or to the work to be
performed thereunder.
Performance Sond
Page 1 of 2
This bond is given to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of
the State of Texas.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
7.19-1, Vernon's Texas Insurance Code.
IN WITNESS WNEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the ~~
day of gpril r 20 D9
Huff & mi tchell, Inc.
ay: ~~ l~~
Safeco Insurance Company of Pmerica
~d ~Yr~s.}.(a.n'~
tle)
ATTEST
SURETY
The Resident Agent of the Surety in Nueces County, Texas, for
delivery of notice and service of process is:
~~~'
Coatact Person:
Address:
Phone Number:
Keetch ~ Rsaociatss
K K +rh
Poet Office Box 3 BD
Corpus Christi, Texas 78463-3280
(361) 888-3803
(NOTE: Date of Performance Bond must not be prior to date of contra ct)(Revised 3/08)
Performance Bond
Page 2 of 2
Attorney-in-fact
Dennis m Deccan Jr - ~~y ~~
(Print Name)
Bond//- 6301466 P A Y M E N T B O N D
STATE OF TEXAS §
COUNTY OF NUECES §
KNOW ALL BY THESE PRESENT3:
THAT Huff & Mitchell, Inc. of HARRIS County, Texas,
hereinafter called "Principal", and safaco Insurance Company of Rmerica
a corporation organized under the laws of the State of Washington
and duly authorized to do business in the State of Texas,
hereinafter called "Surety", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City", and unto all persons, firms and
corporations supplying labor and materials in prosecution of the
work referred to in the attached contract, in the penal sum of TWO
MILLION FOUR HUNDRED FIFTY-FOUR THOUSAND, TWENTY-SIX AND
NO/100($2,454,026.00) 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:
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 14TH day APRIL 20 09 a copy of which is
hereto attached and made a part hereof, for the construction of:
OSO AND WHITECAP WWTP
BASIN SANITARY SEWER REHABILITATION (F7C 2008-2009)
PROJECT NO. 7400
(TOTAL BASE BID THREE: $2,454,026.00)
NOW, THEREFORE, if the principal shall faithfully perform its
duties and make prompt payment to all persons, firms,
subcontractors, corporations and claimants supplying labor and
material in the prosecution of the work provided for in said
contract and any and all duly authorized modification of said
contract that may hereinafter be made, notice of which modification
to the surety is hereby expressly waived, then this obligation
shall be void; otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed upon this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or
addition to the terms of the contract, or to the work to be
performed thereunder.
Payment Bond
Page 1 of 2
This bond is given to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of
the State of Texas. The terms "Claimant", "Labor" and "Material",
as used herein are in accordance with and as defined in said
Article.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
7.19-1, Vernon's Texas Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the 21st
day of Rpril 20 oe
PRINCIPAL
Huff & KlitcheNNl l,(\I'nca.
BY~ ~Iw t~K~--
Jax~-HQrr',-Peeatdent' ~ ,~ ~.~' ~~' ~ ~ V ~ c e ~ ~S; ~~'
(Print Name & Title)
ATTEST
SURETY
5afeco Insurance Company of Rmerice
7600 W. Tidwell,'S-uite 708, Hcust , Texas 77040 ~~°
Attorney-in-fact
Dennis N. Descant, Jr. ,r.
(Print Name) __
The Resident Agent of the Surety is Nueces County, Texas, for
delivery of aotice and service of process is:
Agency: Keetch & Rssocietes
COIItBCt Pe2'SOII: Kevin Keetch
Addre88: Post Office Box 3280
Corpus Christi, Texae 78463-3280
PhOAe Number: (361) 888-3803
,~, u }.
(NOTE: Date of Payment Bond must not be prior to date of contract) (Revised 3/08)
Payment Bond
Page 2 of 2
Bond//- 63816fifi
L11)LI'11' POWER
I'VIUtl1d ~~ OF ATTORNEY
No.
KNOW ALL BY THESE PRESENTS:
day of
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a
Washington corporation, does each hereby appoint
****LANETTE E. BAUER; JEFFREY L. BRADY; TIMOTHY J. BRADY; EDWIN W. CHAPMAN; DENNIS M. DESCANT, JR.;
KELLY GERLAND; SHARON L. NAIL; Houston, Texas************************************************************
its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf Fldelity and surety bonds or undertakings and other
documents of a similar character issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents
this
21st March 2009
day of
Dexter R. Legq, Secretary _ Timothy A. Mlkolajewskl Vlce President
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. -FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice
President appointed for that purpose by the offcer in charge of surety operations, shall each have authority to appoint individuals as
attorneys-in-fact or under other appropdate titles with authority to execute on behalf of the company fidelity and surety bonds and
other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing
such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affxed or in any other manner reproduced;
provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking."
Extmbt from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(~) The provisions of Adicle V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, Dexter R. Legg ,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY
OF AMERICA, do hereby carti(y that the foregoing extracts of the By-Laws and o! a Resolution o(the Boardof Directors of these
corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the
Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of Bald corporation
this
21 at Rpril 2009
CORPORATE
SEA1
Safeco Insurance Company of America
General Insurance Company of America
1001 4th Avenue
Suite 1700
Seaale, WA 98154
12800
~?.ac~T ~,,~~
Dexter R. Legg, Secretary
S-09741OS 3109 WEB POF
SAF~CQ'
State of Texas.Surety Bond Claim Notice
In accordance with Section 2253.o21(f} of the Texas~Govemment Code and
Section 53.202(13) of the Texas Property Code, any notice of claim to the named
surety under this bond(s) should be sent to:
sAFeco surety
Adams Building
4634154tt- PL NE
Redmond, WA 88052
Mailing Address:
SAFECO Surety
PO Box 34764
Seattle, WA 88124
Phone: (425}.376.6535
Fax: (425} 37t3~533
~j /
ACORD
CERTIFICATE OF LIABILITY INSURANCE °11`"0°9 Y'
,~ s
PRODUCER phone: 713-658-1500 Fax: 713-658-7967 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Brady, Chapman, Holland & Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
10055 West Gulf Bank ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Houston TX 77040
INSURERS AFFORDING COVERAGE NAIC #
INSURED INSURER A:AmerlBUre Mutual In Co 23396
Huff & Mitchell, Inc. ~ INSURERB:Amerisure Insur n e Com an 9488
16410 Huffineiater
INSURERC:
Suite 250
29 INSURER D:
Cypress TX 774
INSURER E:
COVERAGES
THH POLICIES OF INSURANCE LISTHD BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY HE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED HY THH POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE
TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
618R POLICY NUMBER POLICYEFFECTRIE POLN:YEXPIMliON LIMIT8
GENERAL LUIBILITV CPP201189704 7/29/2008 7/29/2009 CE
~`CHOCGD E1 000 000
A COMMERCWL GENERAL LIABILITY REN
PREMISES Fe occurence E300 ~
}( CLAIMS MADE ~ OCCUR MED EXP (Anyone Person) E 10 000
d
` PERSONALEAOV INJURY 1 0 0 000
X x,000 PD T7P
,
GENERALAGGREGATE E 2 000 000
GENT AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OPAGG E2 000 000
POLICY PRO LOC
$ AUT OMOBILELIABILRY CA201189605 7/29/2008 7/29/2009 COMBINEDSINGLE LIMIT
E 1
000
000
ANV AUTO (Ee ecdeenq ,
,
}(
pLL OWNEDAUTOS BODILY INJURY E
BCHEDULEDAUTOS (Per person)
}( HIRED AUTOS BODILY INJURY S
NONAWNEDAUTOS (Peraccitlenq
}(
PROPERTY DAMAGE E
(Per ectltleni)
GARAGE LIABILITY AUTOONLY-EAACCIDENT E
ANV AUTO OTHERTHAN EAACC S
AUTOONLY: pGG S
XCESSNNBRELLA LUIBILITY CU201189904 7/29/2006 7/29/2009 EACH OCCURRENCE E 5 000 000
$ E
OCCUR ~ CLAIMS MADE AGGREGATE E S OO 000
}[
E
DEDUCTIBLE S
RETENTION E E
ER6 COMPENSATION ANO WC201189804 7/29/2008 7/29/2009 }( WC STATT- OTH-
$ VIORK
EMPLOYERB'LUIBILITY E.L. EACH ACCIDENT S 1 000 00
ANY PROPRIEfORIPARTNER/EXECUTIVE
OFFICER/MEMSERE%CLUDEO'!
E.L. DISEASE-EA EMPLOYEE
S1 000 000
If ae, aeaaiba antler E.L. DISEASE-POLICY LIMIT S
SPECIAL PROVISIONS bebw
A DTH~ IM201327404 7/29/2008 7/29/2009 $300,000 Max Per Item
Equipment $500,000 Max Per Occ
Leased/Rented $1,000 Ded
$5,000 Ded Theft
DESCRIPTION OF OPERA710N81 LOCA710N61 VEHN:lE6/EXCLUSIONS ADDED BY ENOORBEMENi l SPECIAL PROVISIONS
natallation Floater - Amerisure Mutual IM 201327401 - 7/29/08 to 7/29/09 - $300,000 Any One Location Subject to $1,000
eductible
he following is only to the extent of liabilities assumed under written contract, subject to the t4,xma, conditions and
xcluaions of the policy. V
ertif icate holder and others when required by written contract are additional insureds on the general liability and
utomobile with a waiver of subrogation on the general liability, automobile and workers compensation, when required by
ontinued...
City of Corpus Christi; Department of
Engineering Services
Attn: Contract Administrator /
P.O. Box 9277
Corpus Christi TX 78469-9277
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES HE CANCELLED
BEFORE THE EXPIRATION DATE THERHOF,THE ISSUING INSURER
WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE
CERTIFICATE HOLDER NAMED TO THE LEFT, HUT FAILURE TO DO SO
SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON
THE INSURER, ITS AGENTS OR RHPRESENTATIVES.
25
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
contract. This insurance is primary and non-contribute
87400 Oso & Whitecap WWTP Basin Sanitary Sewer Rehabil
respects general liability.
n (FY2008-2009) ` /
tl
Huff & Mitchell, Inc. V
Policy Number: CPP201189704 Effective Date: 07/29/2008
THIS ENAORS~MENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
TEXAS
Cf~NT12ACT~R'S BLANKET ADDITiQNAL iNSUi2ED ENDQRSEMENT
This endorsement modifies insurance provided under the tolbwing:
/ COMMERCIAL GffN13ttAL LIABILITY COVERAGE FORM
Alt of the Corms, provisions, exGusions, and Ilrnitations ar Iho coverage form apply except as specifirally staled
below.
SECTION II -WHO IS AN INSURER is amondad to include as an Insured any person or organization, called an
additonai insured in (iris endorsement:
7. Whom you are required to add as an additional Insured an this polcy under a written contract or agreement
relatlnB to your business; or
2. 7ha written conlrao! oragteemenl mus! require additional insured status for a time period during the term of
this policy and be executed prior to the "bodily in)ury", "propotty damage`, "personal inJury", or •advattising
IoJury' giving rise to a claim under this pa6cy.
It, however, "yourwork"was commenced under a !sitar of infant or work ordor, auhJecl to a subsequent radudion to
.vriting within 30 days from such commencementand with customers whose customary contracts require u,oy 6e
named as additkrnat tnsurede, we will provide additonaf insured status as spedfied to this endorsement.
3. If the additional insured is:
(a) An individual, their spouse Is also an additional insured.
(b) A parinarstrip or Joint venture, members, partners, and thalrspouses are also additional insureds.
(c) A limited tiab111ty company, members and managers are also addit[onal Insureds.
(d) An organization other Ulan a patinetship, Janl venture or limited IiabiUty company, exacuUve officers and
directors of the organization are also additionai Insureds. Stockholders aro also additional insureds, but
onlywiih respect to lheirllatillity assto~kholders.
(e) A last, you are an insured. Your trustees are also Insureds, but only with respect to their duties es
trustees.
The msuranca provided to the additional insured is limited as follows:
Tha[ person or organization is only an additional insured with rasped to !lability arising out oL•
(a) Premises you own, rent, lease, oroccupy, ar
(b) Your ongoing oparatlons performed tot that addiiional insured, unless the written contract or agreement
requires'yaur work' coverage {or wording to the same effeclJ in whkh case the coverage provided shall
extend to `yourwork' forlhel additional insured.
Premises, as respects this provlslan, shall Inciude common or public areas about such premises it sv required
In the vrrrlten rnnlract or agreement
Ongoing oparatlons, as respects Ihls provision, does not apply to "bodily injury" or'propany damage" occurring
alter.
(1) All work including maledals, parts or equipment fumisfred In connection with such wank on the pm)ect
(other then service, malntonance or repairs) to ba performed by or an behalf of the addittonai insureds) at
the site of the covered operaltans has been completed; ar
Includes copyrighted material of Insurance Services Office, Ino., with its permission.
Copyright Insuranco Services Otfice. Inc., 2002
CG 70 a5 03 04 pogo 1 of 2
(2j That portion of 'yowwotk` out of which the injury ordarnaga arises tuts'been put to its Intended use by
any person or organtzallon olharthan another contrecioror subconVactor engaged In performing
operations fora pdndpat as a part of the same project
2. The IimNs of insurance appUcabla to the additional insured are the least of those spadtfed In the written
wntract ar agreement or in the Deciata0ons for this policy. If you also carry an Umbrella policy. and the written
contract or agreement requires that the additlona} insured stelae also apply io such Umbrella poliry,lho timlts
of insurance appVcabla to the additional insured underthis policy shall be those spedtiad in the DedaraUons of
Ihis policy. The Umits o/Insurance appUceble to the addfUonaF Insured era inclusive of and not In addition to the
limits of Insurance shown in the DadareUons.
3. 'the addidonal insured status provided by Uds endorsement does not extend beyond the expiration or
lertnfnatian of a premises lease orrenlal agreement norbeyand the term of Ihis policy.
4. Any parson or organlzalion who is an Insured under the terms of this endorsement and who is also an Insured
under the terms of iha GENERAL LIAi3iL1TY EXTENSION ENDORSEMENT, if attached to thts potloy, shall
have the penefit of the terms of Ihis endorsement If the terms of Mils endorsement are broader,
5, If a written contract oragreement as outlined above requires That additional insured status be provided bylhe
use of CG 201011 85, then lha terms of that endorsement,which are shown below, aro Inwrporoted )n1o this
endarsomenl as respects such additional insured, to the extent that such terms do not restrict coverage
othenvlse provided by this endarsemenl:
ADDITiDNAL INSURED -OWNERS, LESSEES OR
CONTRACTORS (FOAM 9j
This endorsement modifies Insurance provided under Iha followings
GOMMERCIAt GENERAL LtA6iLITY COVERAGE PART,
SCHEDULE
Name of Person or Organlzalion: Blanket Where Required by Written Caniraot or
Agroement that the terms of CG 2010 ii 85 apply.
(If no entry appears shove, InfortnaUon required to complete this endorsement will be
shown In the Declarations as applicable to this endorsement)
WHO lS AN INSUtiED (Section itj Is amended to indude as an insured the parson or
organization shown In the Schedule, but only with respect l0 8abiltly arising out of
'your work" for that Insured by or for you.
Copydght, Insurance Services O(tice, Inc„ 1984
CG 201011 85
The insurance provided to the addlUonat insured does not apply to °bndlfy injury", "ptopedy damage",'personal
injury; or "adirorUsing InJury'arising out of an atahiiecl's, engineer's, or surveyor's rendering of or failure 10 render
any professional services including but not limited lo:
1. The preparing, approving, or failing to prnpare er approve maps, drawings, opinions, reports, surveys, change
orders, drslgn spedficatlons; and
2. Supervisory. Inspection, or engineering servtcos.
any coverage provided in Ihis endorsement Is excess aver any ether valid and collectEbie Insurance avalinbb to the
additional tnsurad whether primary, excess, con0ngent, or on any other basis unless the written contract or
agreement requires Ihat this Insurance be primary, in which wee this insurance will b8 prlmarywllhout conlribulion
from such other insurance available to the adrrllenal inswed.
Includes copyirghted malarial at Insurance Services Office, Inc., with its permission,
Copydght rnsurance Services Office, Inc. 2D02
C670ti5030A
Page 2 of 2
,~ ~~
V
ADD1TlONAL INSURED
This endorsement moditios Insurance provided under the fdiowtng:
/ HUSiNtESS AUYO COVERAGE FORA!
~/ GARAGE COVERAGE FORM
TRUCKERS COVERAGE FORM
7E 99 Oft3
This endorsement changes the poiicy etfedtve on the inception date of The polky unless anotlter date Is Nrdicated below:
Endorsomont Effective Policy Number
07/29/2008 CA20 9605
Named Insurod
ll
Mi
h
tt Counts (~ ~,.^ /
A
'
Hu
tc
, Inc.
&
e S
/
(Authorized Representative)
The provisbns and exclusions that apply to LfA81LITY GOVERAGE also apply to this endorsement.
(Enter Namo end Address of Addlttonei Insured.)
BLANKET
ANY PERSON OR OAGANIZATiON WITH WHOM THE NAMED INSUAED HAS ENTEAt?O INTO A WRITTEN CDN1'RACT
WHICH REQUIRES YOU NAME THAT PERSON OR ORGANI7ATlgN AS AN INSUREO ON YOUR POLICY.
/ CERTIFICATESTOBEFIL.EDWTfH7HEGOMPANY.
is en Insured, but Doty wtlh respect to legal respansibiliiy for acts or omissions of a person far whom Ltabllity Coverage is
afforded under this polcy.
The addltlonal insured is not required to pay (or any premiums stated in lire policy or earned from the policy. Any
return premium and any dividend, if applicable, declared by us shaft be paid (o you.
You are authorized io act for iha addlllonai insured in all mariers pertaining to this insurance.
We Witt rnai! the additional tnsurod notice of eny eanceltalion of this policy. If the canceltatfon is by us, we wilt give ten
days notice to the addRionai insured.
The addltlonai insured will rataln any fight of recovery as a claimant under this policy.
FORM'fE 99 Oi6 - ADDiTIDNAL. INSURED
Texan Standard Automobile Endorsemont
Arescr)bed Hlarch 76,1992
\ //
Huff & Mitchell, Inc. v
Policy Number: CPP201189704 Effective Date: 07!29/2008
COMMERCIAL GENEEtAL LIAIILITY
CG 02 OS D1 96
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE HEAD t7 CAREFULLY,
J TEXAS CHANGES - AMENDMENT OF CANCELLATION PROVISIONS
Olt COVERAGE CHANGE
This endorsement modifies lnserance provided under the (oltowinp:
/ COMMERCIAL GENERAL LIABILITY COVERAGE PART
V LIQUOR LIABILITY COVERAGE PART
OWNERS AND CONTRACTORS PROTECTIVE LIABW'IY COVERAGE PART
POLLUTION LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
RAILROAD PROTECTIVE LIABILITY COVERAGE PART
In the event of cancaQaGan or material chonge fhatreduces or restricts iho insurarit:e agorded by this Coverdga Part, we agree
to mail pdor written noltco oI cancellation or matodal change to:
SCHEDULE
1, Namo: BLANKET ANY PEflSON OA ORGANI7ATlON WITH WHOM THE NAMED INSURED HAS
ENTERED INTO A WRITTEN CONTRACT WHICH AEQUTAES THAT PERSON OA
OAGANIZATION BE GIVEN NOTICE OF CANCELLATION.
CERTIFICATES 70 HE FILED W ITH THE COMPANY
Z. Addross:
3. Number of days advance notice; '30 V
(If no cnlry oppeers above. (n(onnagon required Ia complete This endorsement will he shown fn the Deciaragons as applicable
to this endor5eman15.)
EXCEPT IN THE EVENT OF CANCELLATION FOR NONPAYMENT OF PREMIUM WHERE'10 DAYS NdTICE
SHALL HE GIVEN.
v ~ 4~ ~d
~~
CG 02 DS Ol 96 CoAYii9hh Insurpnce Sarvicos OIlice. InC„ 199A , Fage r of t p
/ 7E 02 07A
`~ GANCELLATiON PROVISION OR COVEi~AGE CHANGE ENpORS1+MENT
Ttsis endorsement nwdiCres instxance provided unda~ the loUowing:
J BUSINESS ItUTO COVERAGE FORM
GARAGE COVERAGE60RM
TRUCKERS COVERAt3E FORlA
Thls endorsomont changes the policy eitective on the inception data al the policy unloss another dale is lndigted below:
Endorsement ERoctive 07!29!2008 Pnllcy Number CA201789605 V
Named Insured HuH & Mllchell, tnc. Counte ~~ '
(Authorized Reprasontathrej
'30 days betora this policy IS canceued ar materially chanpod (o reduce or restrict covorape we will mall notice of the cancalWiion
J or cltanpe to:
(Enter Name and Address)
BLANKET
ANY PEASON OR ORGANIZATION WITH WHAM THE NAMED INSURED HAS ENTERED INTO A
WRITTEN CONTRACT WHCIH REQUIRES 1 HA'T PERSON OR ORGANIZATION BE GIVEN NOTICE
OF CANGELLATION. CERT1FtCATES TO EE FILED WJ'I'H THE CDMPANY.
'EXCEPT IN THE EVENT OF CANCELLATION FOR NONPAYMENT OF PREMIUM WHERE 10 DAYS
NO11CE SHALL BE GIVEN.
FORM TE 02 02A - CANCELLATION PROVISION OR COVERAGE Cf1ANGE l;NDORSEM>»N7
7sxas Standard Automobile Endorsement
Prescrr6od Mareh 16, i992
wunntns 4UMPENSATION AND- EMPLOYERS .LIABILRY INSURANCE POLICY'
TEXAS NOTICE OF MATERIAL CHANt~E ENDORSEMENT
WC 42 O6 Ot
(Ed. 7-84
This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the
Information Page.
In the event of cancellation or other material change of the policy, we will mail advance notice to tho person or
organization named in the Schedule. The number of days advance notice is shown in the Schedule.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
Number of days advance notice: 30
'EXCEPT IN THE EVENT OF CANCELLATION FOR NON-PAYMENT
OF PREMIUM FOR WHICH 10 DAYS SHALL BE GIVEN.
2. Notice will be malted to: BLANKET-ANY PERSON OR ORGANIZATION WHICH REQUIRES tiY CONTRACT TO BE
GIVEN NOTICE OF CANCELLATION.
U
This endorsement changes the pdicy to which it Is attached and is effective on the date Issuod unless otherwise stated.
(The information below is required only when this endorsement !s issued SubBequant to preperetiort of the policy.)
Endorsement Effective 7/29/2008/ Polley No. WC201189804 J
Insu+ed Endorsement No.
Hutt a Mitchell, inc. J Premium S
J i (
Insurance Company Countersigned by clt~
Amerisure Insurance Company
WC 42D6M