HomeMy WebLinkAboutC2005-654 - 10/25/2005 - Approved
.....
2005-654
10/25/05
M2005-366
S PEe I ALP R 0 V I S ION ~ Big State Excavation
,....
SPECIFICATIONS
,....
AND
FORMS OF CONTRACTS AND BONDS
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FOR
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SANITARY SEWER MANHOLE REPLACEMENT.
OLD BROWNSVILLE ROAD/OMAHA DRIVE
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Prepared by:
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HDR Engineering, Inc.
5151 Flynn Parkway, Suite 314
Corpus Christi, Texas 78411
Phone: 361/857-2216
Fax: 361/857-0509
FOR
CITY OF CORPUS CHRISTI, TEXAS
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W ASTEW A TER DEPARTMENT
Phone: 361/857-1802
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PROJECT NO: 7335
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DRAWING NO: SAN 528
07234-22822.;'11
FAX TRANSMISSION
Department of Engineering Services
Major Projects Division
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469-9277
Phone: 880-3527
Fax: 880-3501
To:
ALL PLAN HOLDERS
Date: October 6, 2005
From:
, r Pages: 5 (including cover sheet)
Angel R. Escobar, P.E. ; jI..,J~1J t:.. ~
Director of Engineering services/ 7' ^ - ~
Sanitary Sewer Manhole Replacement-Old Brownsville Road/Omaha Drive
Project No. 7335
Addendum No.5
Subject:
Comments: This fax transmission contains the signed. sealed addendum from HDR Engineering
Inc.
The addendum provides a revised Technical Specification 15064, which adds
approved suppliers to the specification.
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
~.. ..'. City of
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I ADDENDUM NO.5 I
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DATE: OCTOBER 4,2005
TO: ALL PROSPECTIVE BIDDERS
PROJECT: SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROADI OMAHA DRIVE
PROJECT NO. 7335
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions not specifically affected by this addendum shall remain unchanged.
I. SECTION T - Technical SDecifications:
DELETE: Section 15064 in its entirety.
ADD: The attached Section 15064 in lieu thereof.
This substitution adds approved suppliers to the specification.
Please acknowledge receipt of this addendum in the appropriate place in your
PROPOSAL FORM
END OF ADDENDUM NO.5
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Carl E. Crull, P. E.
Vice President
HDR Engineering, Inc.
ATTACHMENTS
Revised Technical Specification 15064
Engineering Services
P.O. Box 9277 . Corpus Christi, Texas 78469-9277 . (S81) 880-3500
ADDENDUM NO.5
Page 1 of 1
SECTION 15064
PIPE - CENTRIFIGULL Y CAST FIBERGLASS REINFORCED POLYMER MORTAR
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Centrifl:lgally Cast Fiberglass Reinforced Polymer Mortar Pipe. (GGFRPM)
1.2 REFERENCES
A. ASTM D3262 - Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced
Thermosetting-Resin) Sewer Pipe
B. ASTM D4l6l - Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced
Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals.
C. ASTM 02412 - Standard Test Method for Determination of External Loading Characteristics of
Plastic Pipe by Parallel-Plate Loading.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Resin Systems: The manufacturer shall use only polyester resin systems with a proven history
of performance in this particular application. The historical data shall have been acquired from a
composite material of similar construction and composition as the proposed product.
B. Glass Reinforcements: The reinforcing glass fibers used to manufacture the components shall be
of highest quality commercial grade E-glass filaments with binder and sizing compatible with
impregnating resins.
C. Silica Sand: Sand shall be minimum 98% silica with a maximum moisture content of 0.2%.
D. Additives: Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic agents,
etc., when used, shall not detrimentally effect the performance of the product.
E. E1astomeric Gaskets: Gaskets shall be supplied by qualified gasket manufacturers and be
suitable for the service intended.
2.2 MANUFACTURE AND CONSTUCTION
A. Pipes: Manufacture pipe by the centrifugal casting process to result in a dense, non-porous,
corrosion-resistant, consistent composite structure.
B. Joints: Unless otherwise specified, the pipe shall be field connected with fiberglass sleeve
couplings that utilize elastomeric sealing gaskets made of EPDM rubber compound as the sole
means to maintain joint watertightness. The joints must meet the performance requirements of
ASTM D4l61. Joints at tie-ins. when needed, may utilize fiberglass, gasket-sealed closure
couplings.
C. Fittings: Flanges, elbows, reducers, tees, wyes, laterals and other fittings shall be capable of
withstanding all operating conditions when installed. They may be contact molded or
manufactured from mitered sections of pipe joined by glass-fiber-reinforced overlays. Properly
protected standard ductile iron, fusion-bonded epoxy-coated steel and stainless steel fittings may
also be used.
D. Acceptable Manufacturer HOB AS Pipe USA, Inc.. Amitech-Flowtite, Future Pipe Industries
OR approved equal.
15064-1
Addendum NO.5
Attachment No. 1
Page 1 of 3
2.3 DIMENSIONS
A. Diameters: The actual outside diameter (I 8" to 48") on the pipes shall be in accordance with
i\STM D3262. For other diameters. OD's shall be per manufacturer's literature.
B. Lengths: Pipe shall be supplied in nominal lengths of 20 feel. Actual laying length shall be
nominal + I, -4 inches. At least 90% of the total footage of each size and class of pipe, excluding
"pecial order lengths. shall be furnished in nominal length sections.
C. Wall Thickness: The minimum wall thickness shall be the stated design thickness.
D. End Squareness: Pipe ends shall be square to the pipe axis with maximum tolerance of 118".
2.4 TESTING
A. Pipes: Pipes shall be manufactured and tested in accordance with ASTM D3262.
B. Joints: Coupling joints shall meet the requirements of ASTM D4161.
C. Stiffness: Minimum pipe stiffness when tested in accordance with ASTM D2412 shall normally
he 36 psi.
2.5 CUSTOMER INSPECTION
A. The Owner or other designated representative shall be entitled to inspect pipes or witness the
pipe manufacturing.
B. Manufacturer's Notification to Customer: Should the Owner request to see specific pipes during
any phase of the manufacturing process, the manufacturer must provide the Owner with adequate
advance notice of when and where the production of those pipes will take place.
2.6 PACKAGING, HANDLING, SHIPPING
A. Packaging, handling, and shipping shall be done in accordance with the manufacturer's
instructions.
PART 3 - EXECUTION
3.] INSTALLATION
A. Burial: The bedding and burial of pipe and fittings shall be in accordance with the project plans
and specifications and the manufacturer's requirements (Section 14A of the product brochure)
B. Pipe Handling: Use textile slings, other suitable materials or a forklift. Use of chains or cables
is not recommended.
C. Jointing:
Clean ends of pipe and coupling components.
2. Apply joint lubricant to pipe ends and elastomeric seals of coupling. Use only lubricants
approved by the pipe manufacturer.
~ Use suitable equipment and end protection to push or pull the pipes together.
4 Do nOI exceed forces recommended by the manufacturer for coupling pipe.
'i Join pipes in straight alignment then deflect to required angle. Do not allow the deflection
angle to exceed the deflection permitted by the manufacturer.
D. Field Tests:
InfiltrationlExfiltration Test: Maximum allowable leakage shall be per local specification
requirements.
15064 - 2
Addendum No. 5
Attachment No. 1
Page 2 of 3
2. Low Pressure Air Test: Each reach may be tested with air pressure (max 5 psi). The system
passes the test if the pressure drop due to leakage through the pipe or pipe joints is less than
or equal tn th~ specified amount over the prescribed time period.
~. Individual Joint Testing: For pipes large enough to enter, individual joints may be pressure
tested with a portable tester to 5 psi max. with air or water in lieu of line infiltration,
cxfiltration or air testing.
4. Deflection: Maximum allowable long-term deflection is normally 5% of the initial
diameter.
END OF SECTION
15064 - 3
Addendum NO.5
Attachment No. 1
Page 3 of 3
FAX TRANSMISSION
Department of Engineering Services
Major Projects Division
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469-9277
Phone: 880-3527
Fax: 880-3501
To:
ALL PLAN HOLDERS
Date: September 30, 2005
From:
/"
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Angel R. Escobar, P.E. M~t;.-I'~/~
Director of Engineerin!"*rVices
Sanitary Sewer Manhole Replacement
Old Brownsville Road/Omaha Drive
Project No. 7335
Addendum No.4
Pages. "1 (;ncludl'n~ ~~uor ~hoo~\
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Subject:
C'omments This fax transmission contains the signed, sealed addendum from Joe F. Trejo, P.E.,
Acting Assistant Director of Engineering Services, City of Corpus Christi.
The addendum modifies the Special Provisions, Drawings, and provides General
Clarifications.
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
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[ ADDENDUM NO.4 I
September 30, 2005
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TO: ALL PROSPECTIVE BIDDERS
PROJECT: SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROADI OMAHA DRIVE
PROJE CT NO. 7335
Prospective bidders are hereby notified of the following modifications to the
contract documents. These modifications shall become a part of the contract
documents. All provisions not specifically affected by this addendum shall remain
unchanged.
I . SECTION A - SPECIAL PROVISIONS:
A-55 Cleaning of Lines
ADD: The following paragraph to this section.
All existina and proposed sanitary sewer mains immediately
surroundina the manholes to be replaced shall be televised
upon completion of the bypass operations to ascertain the
conditions of the mains prior to and after the replacement of
the manholes.
II. DRAWINGS
SHEET 13 OF 21, MH CONNECTION DETAIL
DELETE: 1 '-0" heioht of concrete restrainino rinQ.
ADD: 2'-0" height of concrete restrainina rina. in lieu thereof;
Extend stirrups an additional 9" and provide horizontal
reinforcement - No.4 Bars 9" on center
ADD: Install Ram-Nek - with primer. or other approved sealer. prior
to the installation of the fiberalass manhole as directed by
the Enaineer
Engineering Services ADDENDUM NO.4
PO Box 9277 . Corpus Christi, Texas 78469-9277 . (361) 880-3500 Page 1 of 2
III. GENERAL CLARIFICATIONS-Bonner Drive
A. Per the Site Preparation section of the Geotechnical Report issued
in Addendum No.2, the Contractor shall replace the overexcavated
soil with a "mud slab" consisting of lean concrete with a minimum
compressive strength of 1500 psi up to the design bottom of
manhole foundation elevation. Contractor shall allow the mud slab
to dry for two (2) days prior to constructing the manhole foundation.
B. The Contractor is to place mud slab, manhole structure, and backfill
as soon as possible after excavation. Additionally, Contractor
shall establish and maintain good surface drainage away from the
excavation to prevent surface runoff from flooding the excavation or
ponding around the completed trench.
C. The final 3 feet of excavation below pavement shall be filled
with cement stabilized sand conforming to the grain-size
characteristics listed in the geotechnical report.
D. No piers will be required for the Bonner Drive Manhole Replacement
portion of work. The minimum thickness of Bonner Drive manhole
foundation shall be 1'-0" with a double mat of No.6 rebars @ 12"
OCEW and foundation must be formed.
E. Contractor shall adhere to all City of Corpus Christi Wastewater
Standard Details.
Please acknowledge receipt of this addendum in the appropriate place in
your PROPOSAL FORM
END OF ADDENDUM NO.4
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Joe F. Trejo, P.E.
City of Corpus Christi
Engineering Services ADDENDUM NO.4
PO. Box 9277 . Corpus Christi, Texas 78469-9277 . (361) 880-3500 Page 2 of 2
September 22,2005
l ADDENDUM NO.3 I
TO: ALL PROSPECTIVE BIDDERS
SUBJECT: SANITARY SEW'ER MANHOLE REPLACEMENT ~ OLD BROWNSVILE
ROAD/OMAHA DRIVE
PROJECT NO: 7335
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
I.
A. BID DATE CHANGE
Prospective Bidders are hereby advised that the scheduled Bid Opening date
has been postponed two weeks, from September 28,2005 at 2:00 p.m.,
to Wednesday. Qmo.ber 12. 20O,Tii 2:00 D.m.
Location and Time of Bidding shall remain unchanged.
Please acknowledge receipt ot'this addendum in the appropriate place in your PROPOSAL
FORM.
END OF ADDENDUM #3
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/ ~geI R. Escobar, P.E.
Director of Engineering Services
ADDENDUM NO.3
Page 1 of 1
Ensineefins Services
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FAX TRANSMISSION
Department of Engineering Services
Major Projects Division
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469-9277
Phone: 880-3527
Fax: 880-3501
To:
ALL PLAN HOLDERS
Date: September 16, 2005
From:
r Pages: 33 (including cover sheet)
Angel R. Escobar, P.E. _ jA t: ~
Director of Engineering servicel T'''' '" A-t/
Sanitary Sewer Manhole Replacement
Old BrownsviUe Road/Omaha Drive
Project No. 7335
Addendum No.2
Subject:
Comments: This fax transmission contains the signed, sealed addendum from HDR
Engineering.
The addendum modifies the Special Provisions, provides some General
Clarifications, and provides a REVISED Proposal Form.
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
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I ADDENDUM NO.2 I
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SEPTEMBER 16, 2005
TO: ALL PROSPECTIVE BIDDERS
PROJECT: SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROADI OMAHA DRIVE
PROJECT NO. 7335
Prospective bidders are hereby notified of the following modifications to the contract
documents. These modifications shall become a part of the contract documents. All
provisions not specifically affected by this addendum shall remain unchanged.
I. SECTION A - SPECIAL PROVISIONS:
A. A-4 Method of Award
DELETE: Section A-4 Method of Award, in its entirety
ADD: The following section, in lieu thereof:
"A-4 Method of Award
The bids will be evaluated based on the followina priority.
subject to the availability of funds:
1. Total Base Bid -OR-
2. Total Base Bid plus Additive Alternate No.1
B. A-6 Time of Completion/Liquidated Damages
DELETE: The working time for completion of the project wiU shall be ~
HUNDRED FIFTY (.1M) calendar days.
ADD:
ADDENDUM No.2
Page 1 of 3
Engineering Services
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C. A-13 Area Access and Traffic Control
ADD: The following paragraph to this section.
The maiority of the work in the Base Bid is within or adiacent to
TxDOT right-of-way. Before proceeding with work within any
TxDOT right-of-way, the Contractor shall notify TxDOT using the
attached "Notice of Proposed Work" form (Attachment No.1), and
obtain a certificate of no obiection from the East Nueces Countv
TxDOT Maintenance Section Supervisor, Mr. Jim Jennings (Phone
289-1400, Fax 289-2739). The form may be faxed to him for
approval.
D. A-51 Existing Manhole Conditions
ADD: The following paragraph to this section.
3) Manhole No 2226 - is located on Bonner Drive. approximatelv
450 to 500 feet east of Flynn Parkway and in the center of the
street. The inside diameter of the manhole and the type of base.
are unknown. There are no as-built drawings available for this
manhole. The trunk Sewer main flowina throuah this manhole is a
36-inch Vitrified Clay Pipe (VCP). There are also 8-inch Vitrified
Clay Pipes (VCP's) that Flow into the trunk. from the north and
south. The flowlines of these pipes are approximately seven (7) to
eight (8) feet above the flowline of the trunk. It is believed. thouah
not confirmed, that drop connections exist for these pipes. The
manhole is approximately twenty (20) feet deep. from the flowline
to the top of the frame and cover. See Attached Proiect Layout
and Utility Basemap sheets (Attachment No. 2A-2E). Traffic
Control Plan (Attachment No.3), and Geotechnical Report
(Attachment No.4).
I I. AGREEMENT
DELETE: The following from the first sentence on the second page: The
Contractor will commence work within ten (10) calendar days from the
date they receive a written work order and will complete same within
150 calendar days after construction is beaun in its entirety.
ADD: The following, in lieu thereof: The Contractor will commence work
within ten (10) calendar days from the date they receiye a written
work order. The working time for completion of the proiect shall
be ONE HUNDRED FIFTY (150) calendar davs if only the Base Bid
is awarded. If Additive Alternate No. 1 is also awarde~ the time
for com*tion of the proiect shall be ONE HUNDRED EI_HTY(180}
calendar davs.
* Please make the appropriate pen & ink correction.
Engineering Services
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ADDENDUM No.2
Page 2 of 3
III. PROPOSALt FORM
DELETE: The current Proposal Form in its entirety.
ADD:
The REVISED Proposal Form, in lieu thereof. (Attachment No.5)
IV. GENERAL CLARIFICATIONS:
A. The Contractor's attention is specifically directed to the presence of two
Celanese Co. products lines that parallel Old Brownsville Road between
the curb and the sidewalk. The Contractor shall take extreme care when
working in the vicinity of these lines. These lines will likely be impacted
by the work at Manholes 9905 and 10359.
B. The plans specify the use of a ramp for the bypass line crossing Omaha
Drive. The contractor may, in lieu of the ramp, open cut Omaha for the
installation of the bypass line. The installation shall occur such that one
lane of traffic is maintained on Omaha at all times. The contractor shall
be re~ponsible for the restoration of the pavement in accordance with
the c;tetails of Sheet 16 of the plans. This work shall be subsidiary to
other bid items.
C. The steel plates currently covering the manholes on Bonner and Old
Brownsville and Cas a Manana are the property of United Rental (241-
0980). The contractor shall deliver these plates to United Rental's facility
at 8283 Leopard St. The contractor shall contact City Construction
Inspection (Kent Power) at 826-3522 upon delivery to United Rental.
Please acknowledge receipt of this addendum in the appropriate place in your
PROPOSAL FORM.
END OF ADDENDUM #2
Joe Trejo, P.E.
City of Corpus Christi
(Additive Alternate No.1)
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Carl E. Crull, P.E.
Vice President
HDR Engineering, Inc.
(Base Bid)
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ATTACHMENTS:
NO.1 - TXDOT NOTICE OF PROPOSED WORK
No. 2A-2E - Utility Base maps for Bonner Manhole Replacement
NO.3 - Traffic Control Plan for Bonner Manhole Replacement
NO.4 - Geotechnical Report
NO.5 REVISED Proposal Form
Engineering Services
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ADDENDUM No.2
Page 3 of 3
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Addendum No. 2
Attachment No. 1
Page 1 of J
CORPUS CHRISTI SA Y
PROJECT LOCA TION
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_~ LEGEND
~ TYPICAL TRUNK MAIN MANHOLE
~ ~ TRUNK MAIN MANHOLE SCHEDULED
~ FDR REHABILlTA nON
ADDENDUM NO. 2
A TTACHMENT NO. 2A
PAGE 1 OF 1
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Addendum NO.2
Attachment No. 3
Page 1 of 1
FUGRO CONSULTANTS LP
Report No. 1605-0975
September 15, 2005
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469
1205 N. Tancahua
Corpus Christi, Texas 78401
Tel: (361) 882-5411
Fax: (361) 882-4028
Attention: Mr. Angel Escobar, P.E.
Director of Engineering Services
Geotechnical Exploration
Sanitary Sewer Manhole Replacement - Bonner Drive
City of Corpus Christi Project #7335
Introduction
Fugro Consultants LP is pleased to submit this report of our geotechnical explorations at the
location of the observed manhole and pavement subsidence on Bonner Drive between Flynn
Parkway and Stone gate Park in Corpus Christi, Texas. We understand that the City of Corpus
Christi Engineering Department has been experiencing significant settlement of the manhole as
well as the asphalt pavement immediately surrounding the manhole.
Our understanding is that the City wishes to determine the nature and condition of the subsurface
soils in the immediate vicinity of the manhole to aid in planning for and designing a replacement for
the manhole and repairs to the subsided pavements.
Purpose and Scope. The purposes of this study were to explore and document the subsurface
soil and groundwater conditions in the immediate vicinity of the subsiding manhole and pavement
area and to develop recommendations to assist in the design and construction of the replacement
structure and new asphalt pavement
The scope of the work to achieve these purposes included 1) a field exploration phase for
determining subsurface conditions and obtaining representative samples for classification and
testing, 2) a laboratory testing program designed to establish pertinent engineering properties of
subsurface soils, 3) analyses of field and laboratory data to develop parameters for an open-cut
excavation replacement program, and 4) a report summarizing our findings and recommendations.
Fugro's scope of work does not include the investigation, detection, or design related to the
presence of any biological pollutants. The term 'biological pollutants' includes, but is not limited to,
mold, fungi, spores, bacteria, and viruses, and the byproducts of any such biological organisms.
Environmental assessment, compliance with State and Federal Regulatory requirements,
assessment of potential contamination migration, and/or environmental analyses were beyond the
scope of this study A seismic conditions study was also beyond the scope of this study.
A member 01 the Fugro group of companies with offices throughout the world.
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 1 OF 13
Report No. 1605-0975
iC
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ApplicabUlty of Study. We have prepared this report for the City of Corpus Christi for use as a
gUide for geotechnical aspects of the design and construction of a replacement manhole structure
and pavement at the subject location. The scope of the explorations, tests, and analyses for this
study, and the recommendations in this report were selected or developed based on our
understanding of the project, as described above and in later sections of this report. If pertinent
details of the project have changed or otherwise differ from our descriptions, we request that we
be notified and authorized to review the changes and to modify our recommendations, if needed.
This report has been prepared with the intent that it not be separated. Information from this report
should not be distributed or made available to designers or contractors in partial form. This report
should be made available to prospective contractors for information only, and not as a warranty of
subsurface conditions.
Field Exploration
Our subsurface investigation in the vicinity of the manhole and pavement subsidence area
consisted of drilling one soil boring to a depth of 35 ft. The location of the soil boring was staked in
the field by Fugro and the locations of any underground utilities in the area were investigated and
marked through the Texas One-Call system prior to our arrival on site. The approximate boring
location is described as approximately 15 feet north (toward Flynn Parkway) of the subject
manhole in the northbound traffic lane. The following is a detailed description of our field
exploration program.
Drilling and Sampling Methods. Drilling was performed with a truck-mounted drill rig using dry
auger drilling techniques The soils encountered in the borings drilled for this project are described
in the boring log on Plates 1 A key to the tenns and symbols used on the boring log is presented
on Plate 2.
Cohesive soil samples were generally obtained by hydraulically pushing a 3-in.-diameter, thin-
walled tube a distance of about 24 inches. Our field procedure for cohesive soil sampling was
conducted in general accordance with the Standard Practice for Thin-Walled Tube Sampling of
Soils (ASTM 0 1587). The samples were extruded in the field and visually classified by our
geotechnical technician. We obtained field estimates of the undrained shear strength of the
recovered samples using a calibrated hand penetrometer. Representative portions of each
recovered soil sample were sealed in plastic bags and placed in special containers for
transportation to our laboratory.
Granular soil samples were obtained using the Standard Penetration Test (SPT) as described on
Plate 2b. Our field procedure for granular soil sampling was in general accordance with the
Standard Method for Penetration Test and Split-Barrel Sampling of Soils (ASTM 01586). The drill
crew recorded the hammer blows for each sampling interval. The N-value described on Plate 2b is
recorded on the boring logs. Soil samples obtained from the split-barrel sampler were visually
classified and placed in plastic bags for transportation to our laboratory.
- 2 -
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 2 OF 13
Report No. 1505-0975
Water Level Measurement Water level depths were obtained at the boring location during and
Immediately after completion of the drilling operations The findings are noted on the boring log on
Plate 1 and discussed in the Groundwater Conditions section of this report.
Borehole Completion. After obtaining the "upon completion" groundwater level readings, the
borings were backfilled with soil cuttings and the asphalt surface treatment patched with "cold
patch"
Laboratory Testing
Our laboratory testing program was focused primarily on the classification of the soils and
evaluation of the undrained shear strength of the cohesive soils. All of our laboratory tests were
performed in general accordance with appropriate ASTM and other standards.
The classification tests included tests for natural moisture content, liquid and plastic limits
(collectively termed Atterberg Limits), and percent of material finer than a No. 200 sieve. These
tests aid in classifying the soils, and are used to correlate the results of other tests performed on
samples taken from different borings and/or different depths. The results from the classification
tests are recorded in the appropriate columns on the boring log (Plate 1).
The laboratory testing performed for this study and the applicable Standards are summarized as
follows:
-
Type of Test
Natural Moisture Content (ASTM 02216)
Atterberg Limits (ASTM 0 4318)
Percent Finer than a No. 200 Sieve (ASTM 01140)
Number of Tests
8
6
5
General Site Conditions
The interpreted site and subsurface conditions based upon our field exploration, laboratory testing,
and local experience are discussed in the following section. This section also includes a
discussion of the groundwater conditions encountered at our boring locations.
Site Description. The site of the observed manhole and pavement subsidence is on Bonner
Drive between Flynn Parkway and Stonegate Park. The manhole is located in the southbound
(toward Stonegate park) traffic lane near the centerline of Bonner Drive. It is our understanding
that the manhole has a 36" sanitary sewer line entering and exiting parallel to the alignment of
Bonner Drive.
Traffic along Bonner Drive was observed to be moderate and consisted almost exclusively of cars
and small trucks. The manhole and asphalt pavement surrounding the manhole has experienced
- 3 -
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 3 OF 13
Report No. 1605-0975
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some subsidence and has been covered by temporary steel plating. Our observations indicate
that here are some voids beneath the steel plates.
Subsurface Conditions. The boring drilled for this evaluation was located so as to be in the near
vicinity of the subject manhole yet outside the bounds of the excavation and backfill associated
with construction of the manhole and sewer line. Our two boring encountered approximately 5
Inches of HMAC paving on the surface underlain by approximately 3 inches of limestone base
material. This pavement cross section was underlain by generally stiff clay and silty clay to a
depth of approximately 16 feet. From 16 feet to approximately 22 feet the boring encountered very
firm clayey fine sand. From approximately 22 feet to 31 feet the boring encountered sand
containing only a trace of clay. Finally, the boring encountered stiff plastic clay from 31 feet to the
boring termination depth of 35 feet.
Additional subsurface details for the boring drilled for this geotechnical exploration are included on
the boring log presented on Plates 1
Groundwater Conditions. During drilling operations, groundwater was first indicated by wet
auger and drilling rod at a depth of about 19 ft. However, immediately upon completion of drilling,
the borehole caved in at a depth of 17 feet and groundwater was measured to be at 14 feet below
existing grade.
The absence or presence of groundwater should not be construed to represent a permanent
condition. There is uncertainty involved with short term water level observations in boreholes. In
relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater
levels. In relatively impervious soils, a suitable estimate of the groundwater depth may not be
possible, even after several days of observation. Groundwater conditions should be expected to
fluctuate with changes in seasonal rainfall and surface runoff. The volume of water in an open
borehole will largely depend on the permeability of the soils encountered at the boring locatron.
For design purposes, the groundwater level should be assumed to approach the ground surface
for calculation of buoyancy forces
Variations. Our interpretations of soil and groundwater conditions, as described above are based
on data obtained from the soil borings drilled for this study, laboratory tests, and our experience in
this area. The analyses and recommendations in this report are based on those interpretations. It
is possible that undisclosed variation in soil or groundwater conditions may exist outside the boring
locations (particularly in the depth to groundwater and granular soils). Should variation from our
interpretations be found, we recommend that we be notified and authorized to evaluate what, if
any, revisions should be made to our recommendations.
Open-Cut Replacement
Because of the typical groundwater depth, presence of granular soils at or just below the
anticipated excavation depth, and previously disturbed and/or backfill nature of the soils
immediately surrounding the manhole, temporary construction sheeting and/or dewatering will be
- 4-
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 4 OF 13
Report No 1605-0975
required for open-cut excavation replacement to the anticipated design depth. Our
recommendations for temporary sheetpiling are presented in the Sheetpile Retention System
section of this report. Our recommendations for dewatering are presented in the Dewatering
Considerations section of this report.
Soil and Groundwater Conditions. An open-cut excavation to a depth of about 22 to 24 ft will
encounter backfill material of the original construction and/or wet sand. Depth-to-groundwater is
anticipated to be generally between 10 ft and 16 ft below grade. Groundwater levels will vary
seasonally and could temporarily approach the surface in open excavations during extended
periods of heavy rainfall. We anticipate the excavation will encounter significant seepage in
quantities due to the depth of the excavation, and the observed groundwater conditions.
Groundwater Control. Based upon our previous experience in this area, the water-bearing
granular soils first encountered at a depth of approximately 16 feet, and particularly those below
22 feet, are anticipated to be pressurized. Therefore, the excavation, which is anticipated to
extend into these granular soils, would be at risk of "blowing out" (a loss of the trench bottom or
walls due to flow infiltration) To reduce the risk of a "blowout" in the excavation, we recommend
that the granular soils be depressurized by using wells or well points. It is recommended that the
dewatering system be designed to lower the groundwater level to at least 4 ft below the base of
the excavation (including any over-excavation due to soft soils). The presence of significant
amounts of fine grain (clayey) particles present in the granular soils may require a lengthy period
of time to dewater to a sufficient depth below the base of the excavation. These conditions for
groundwater control should be expected and planned for accordingly.
Open-Cut Excavation. An open-cut excavation of the depth anticipated for the project should be
either braced or sloped back. The natural in-situ cohesive soils encountered above approximately
16 feet are generally classified as Type A soils when applying the OSHA regulations. The
underlying granular soils from approximately 16 to 31 feet are classified as Type C soils.
The soils to be penetrated by the excavation may vary. Our preliminary soil classifications are
based solely on the materials encountered in the exploratory test boring performed for this study,
which was located outside the influence of any excavation and backfill associated with the existing
subject manhole. The contractor should verify that similar conditions exist immediately
surrounding the proposed area of excavation. If different subsurface conditions are encountered
at the time of construction, we recommend that we be contacted immediately to evaluate the
conditions encountered.
Because of the anticipated depth of the required open-cut excavation, the safety systems to be
used must be designed by a qualified registered engineer. We would be pleased to review the
proposed excavation system designs before construction.
Temporary construction sheeting, if used, will be subject to lateral earth pressure from the
surrounding soil, groundwater, and surcharge loads. Prior to construction, the Contractor should
have a qualified engineer calculate the lateral earth pressure and design the shoring to withstand
- 5-
ADDENDUM NO 2
ATTACHMENT NO 4APAGE 5 OF 13
Report No 1605-0975
these pressures. In instances where sheetpiling is used for both lateral resistance and
groundwater control, the lengths should be calculated independently and the longer of the two
lengths used.
We recommend that stockpiled excavation materials be kept back from the excavation at least a
distance equal to the excavation depth to avoid surcharging the excavation walls. If this is
Impractical due to space constraints, any excavation retention system should be designed for the
anticipated surcharge loading associated with the stockpiled excavation materials.
Additional details for temporary excavations are presented in the Construction Considerations
section of this report
Backfill. Backfill should consist of structural clay fill or lime-stabilized clay fill. Materials removed
from the trench excavation will generally not be suitable as structural backfill. We recommend that
the uppermost 3 ft of backfill below the proposed pavement and base material cross section
consist of cement-stabilized sand placed in accordance with the recommendations in the Fill
Materials and Placement section of this report.
To reduce potential settlements of the ground surface resulting from consolidation of the trench
backfill, we recommend that trench backfill be placed in 6- to 8-in.-thick loose lifts and compacted
to at least 95 percent of the maximum dry density, as determined by ASTM D 698.
Sheetpile Retention Systems
Sheetpiling may be required to protect the temporary excavation. Sheetpiling, whether
cantilevered or anchored, will be subjected to lateral earth pressures from both the surrounding
soil and surcharge loads. The following sections discuss design considerations for sheetpile
retention systems.
Braced Sheeting. For braced sheeting, active earth pressures should be calculated based on a
trapezoidal distribution. The active earth pressure (in pst) should be taken as zero at the ground
surface. The active earth pressure increases linearly with depth to a maximum value equal to 40H
at 25 percent of the excavation height (where H is the excavation height in feet). The active earth
pressure is then constant to a depth equal to 75 percent of the excavation height. From that
depth, the active earth pressure decreases linearly to zero at the base ot the excavation.
Hydrostatic forces should be added to the active earth pressures using a triangular fluid
distribution and a unit weight for water of 62 pct.
The ultimate net paSSive pressure against braced sheeting may be taken as 1,200 psf. We
suggest either applying a factor of safety to the ultimate net passive pressure or increasing the
required penetration by an appropriate amount to achieve an adequate factor of safety. The
penetration of sheeting below the excavation grade should be sufficient to provide moment
equilibrium about the lowest bracing level. We recommend that the overall factor ot safety be at
least 2.0,
- 6 -
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 6 OF 13
Report No 1605-0975
Surcharge Loads. The lateral earth pressures discussed above need to be increased for
appropriate surcharge loading that may occur during or after construction. Lateral pressures due
to surcharge loads should be calculated using a rectangular stress distribution. Lateral loads
acting on either cantilevered or braced sheet piling due to uniform surcharge loading may be
computed by multiplying the surcharge load by an active earth pressure coefficient of 0.7.
Groundwater Considerations. Please note that water-bearing granular soils were first
encountered in the boring drilled for this study at a depth of about 16 ft below existing grade and
extended to a depth of approximately 31 feet. Based on the soil and groundwater conditions
encountered in the boring drilled for this study, the planned open cut excavation will require the aid
of dewatering (see Dewatering Considerations section of this report). The excavation although
designed with a sheetpile retention system, will be at risk of bottom "blowout". We recommend
Installing piezometers at the excavation location to monitor groundwater levels during the course of
construction.
Also, as detailed in the log of boring presented as Plate 1, our geotechnical boring encountered
stiff clay soils at a depth of 31 feet below existing grade or approximately 8 to 10 feet below the
anticipated depth of excavation. It is our recommendation to consider extending the braced
sheeting system into this underlying clay layer in order to potentially reduce the groundwater inflow
Into the excavation; thereby potentially reducing the required capacity of the dewatering system.
Construction Considerations
This section presents our recommendations for construction considerations including dewatering
considerations, fill materials and placement, and construction monitoring.
Site Preparation. Site preparation should include removing existing asphalt and previously placed
fill materials. The bottom of the open-cut excavation should expose undisturbed, strong, natural
soils. They should be "dry" and free of loose, soft, or disturbed soil. If fill soils are encountered at
the base of the excavation, their competency should be verified through probing and density
testing. Soft, wet, or weak soils should be overexcavated to reveal strong competent soils. At
locations where soft or weak soils extend for some depth, overexcavation to stronger soils may
prove infeasible and/or uneconomical. In the event of encountering these areas of deep soft or
weak soils, we recommend that the bottom of the trench excavation be overexcavated by 1 to 2 ft,
and replaced with an open-graded aggregate (such as a uniform gradation of gravel between 0.5
to 2.0 in.). This aggregate will allow for drainage of water, as well as provide a stable working
platform for construction of the manhole foundation. As an alternate bottom excavation
stabilization technique, the overexcavated soils may be replaced with a "mud slab" of lean
concrete up to the design bottom of foundation elevation and the manhole foundatioo can then be
constructed on the slab.
Soils exposed by the excavations should be protected from disturbance due to construction
activities. We recommend that bottom stabilization materia', the manhole structure, and backfill be
placed as soon as possible to prevent disturbance to the excavation by collapsing soils or rising
- 7 -
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 7 OF 13
-
Report No. 1605-0975
groundwater table. We also recommend that good surface drainage away from the excavation
should be established to prevent surface runoff from either flooding the excavation or ponding
around the completed trench.
Dewatering Considerations. To dewater an open-cut excavation area, a series of well points
may be installed around the perimeter. The groundwater level within the excavation will be
lowered when the well-point system is put in operation. The spacing of the well points varies
according to the soil type and depth of dewatering. Conventional spacings vary between 3 and 10
feet. With the type of pumping equipment conventionally used for well points, the depth of
dewatering that can be achieved by a single line of well points located around the perimeter of the
excavation is normally in the range of 18 to 20 feet. This is due to the limit on the practical lifting,
or suction capacity of the pumping equipment. Lowering the water table to a greater depth such
as required for this project may require the use of a two (or more) stage (multistage) installation.
As noted in the Braced Sheeting portion of this report, it may be possible to reduce the volume of
groundwater flow into the excavation, and therefore reduce the required capacity of the dewatering
system, by extending the sheeting system into the underlying clay soils encountered at a depth of
approximately 31 feet below grade. By so doing, the flow of groundwater into the excavation from
the wet sands can be partially "cut off" by the sheeting system.
Other methods of dewatering are available and may be more cost effective than those mentioned
above. Additional information concerning dewatering may be obtained from a contractor whose
specialty is dewatering.
Fill Materials and Placement The following sub-sections discuss our recommendations for both
structural and general fill materials, including placement and compaction.
Structural Clav Fill. Structural clay fill may be used to backfill the excavation. We recommend
using low plasticity cohesive soils for structural fill. Structural fill should have a liquid limit of less
than 40 (preferably less than 35), and a plasticity index between 8 and 20. Structural clay fill
should be free of deleterious matter and should have an effective clod diameter less than 3 inches.
Structural clay fill should be placed in 6- to 8-inch-thick loose lifts and uniformly compacted to 95
percent of the maximum dry density as determined by ASTM 0 698. Compaction should be at a
moisture content of 1 percent dry to 3 percent wet of optimum. Structural clay fill should be
compacted by a sheepsfoot roller, or by alternative methods which provide a "kneading"
compaction equivalent to the sheepsfoot roller. In confined spaces or adjacent to existing
structures, we recommend using hand-operated compaction equipment and 4-inch-thick loose lifts.
If wet weather or extended dry periods deteriorate the surface whereby a good bond cannot be
formed between successive lifts, the earthwork Contractor should prepare the surface as
necessary. This preparation may include removing or scarifying the top couple of inches of the
underlying material before placing the next lift.
- 8 -
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE B OF 13
Report No. 1605-0975
Lime-5tabilized Clav Fill. Lime-stabilization may be used to modify potential clay fill materials.
Laboratory tests should be conducted at the time of construction to determine the optimum lime
content. The optimum lime content is the amount of lime necessary to achieve a pH of 12.4
(which represents lime fixation), while trying to achieve a plasticity (PI) of less than 20. For
estimation purposes, about 6 percent lime, by dry weight, may be required to stabilize the on-site
clay soils, Organics, chemical fertilizers, and some clay minerals can modify the amount of lime
necessary for lime fixation We recommend that a lime series be performed using the specific soil
samples and proposed lime additive.
The lime-stabilized clay should be thoroughly mixed, cured, and then placed in 6- to 8-inch-thick
loose lifts and compacted to 95 percent of the maximum dry density as determined by ASTM 0
698. The moisture content at the time of placement should be 1 percent dry to 3 percent wet of
optimum. The moisture-density relationship should be established based on a material sample
obtained on-site after stabilization with lime. A combination of sheepsfoot or pad rollers and
pneumatic rollers is recommended to compact the lime-stabilized clay fill. In confined spaces or
adjacent to existing structures, we recommend using hand-operated compaction equipment and 4-
inch-thick loose lifts
Cement-Stabilized Sand Fill. Cement-stabilized sand should be used to backfill the uppermost 3 ft
of the excavation. In general, granular material to be stabilized should be well graded and have
the grain-size characteristics tabulated below.
U.S. Sieve Standard Size
Percent PassinQ
NO.4
55 to 100
37 to 100
No, 10
No. 40
No, 200
24 to 100
10 to 20
The material should be slightly silty, not clayey. We estimate that 6 to 7 percent cement, by dry
weight, will have to be added to the sand. The sand-cement mixture should be placed in 6- to 8-
inch-thick loose lifts and compacted to at least 95 percent of maximum dry density as determined
by ASTM 0 558 procedures. Placement of cement-stabilized sand should be slightly dry
(2 percent) of optimum moisture content. The material should be placed and compacted to the
required density within 3 to 4 hours of mixing. We recommend that laboratory tests be performed
to determine the optimum cement content once a sand source has been located. The cement-
stabilized sand mixture should produce an unconfined compressive strength of at least 100 psi in
48 hours.
- 9 -
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 9 OF 13
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Construction Monitoring. We recommend that a Geotechnical Engineer, or qualified
representative, be present on-site to evaluate the suitability of subgrade soils for foundation
support On-site observations may also aid in recognizing and reconciling other unanticipated soil
or groundwater conditions and insuring that design recommendations are appropriate and properly
implemented during construction. During the foundation excavation and construction phases, we
can provide materials testing and construction surveillance to: (1) observe compliance with the
design concepts, specifications, and recommendations; (2) observe subsurface conditions during
construction; and (3) perform quality control tests.
The following illustrations are attached and complete this report:
Plate
Log of Boring.... ...... .. .. . . ... .... ..................... ....................................... 1
Terms and Symbols Used on Boring Logs ................;................................. 2
We appreciate the opportunity to provide our services to the City of Corpus Christi. Please call if
you have any questions or if we can be of further assistance.
Sincerely,
FUGRO CONSULTANTS LP
By: Fugro Consultants GP LLC,
its sole general partner
"\. ~ ..
__"':~ c, *O{~ ~'?
By:
~ -:}... - - - - ::~'...: . -
..'tt"...~fJl9'!:t, ....
d~ ~~!~1' ".J
. W. Chuck Rushing;i,~~;~/!t iiJ\~~~~~.:~.'
,... '. - -.. \..,. .- '\>
Project Engineer 'l,.tt...~;.....-~:("t. __'~
<4 ~~..\,-',~~. ~O ~_..."
,\'\\......y........."......... .
Copies Submitted: Addressee (3)
- 10 ~
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 10 OF 13
~-_._--_.---~-~~-~-~_._-
Peuort No 1605.:Y75
...J
W et
u G;....IC/) W
..JO~ a.. I-
I a:l (/)0
I- a:::::iEG.. sO
0.. W>-::'2:
w 1-(/)<( OIL
(; <( (/) -'
$: IT!
u'
o
o
~
(()
Ci;
o
'-'
o
'"
19
::J
U-
a.:
19
W
-'
o
:r:
z -
<(
:;;
<>:
UJ
z
Z
o
m
'"
"-
m
o
oJ,
o
<D
V;
l-
t)
UJ
(3
<>:
D-
on
o
o
!)I
en
l-
t)
UJ
(3
0::
~ NOTES
z
(3
UJ
w
-'
u:
:;;:
;?
19
o
rr
'!o
o
25
30
35
50/5"
5011 "
LOCATION 15' north ot manhole
COORDINATES Not Available
CLASSIFICATION SHEAR STRENGTH
~G:: o Penetrometer Unconfined .,.
:J. ~ Oo~ ;f'. ('::;:;-
I-I Z - 0::1-' 0 i; ~ OTorvaoe Triaxial.
w Qf- -D-
<(I- >-LL 19> UJZ f=t: 0- Qx [:, Field Vane Mini Vane'"
eta.. "'0 ~!!! ~w 5~ 0):;; i=~ :::>UJ
I-W 0Cl. U)(f) s:~ ::;-' :5:J ~~ 00
(1)0 f- U)o D- -z
Z <(0 0 Cl.- -'_ KIPS PER SQ FT
:J 0.<-< 0
SURFACE EL Not Available
STRATUM DESCRIPTION
CLA Y, dark grey to orey, slightly moist
1.0 2.0 3.0 4.0
! tnm white mineral deposit seams below 2 ft !
"'. h'L TY CLAY,with trace sand and Occasionar--1jl
I small calcareous nodules, light grey
I
I '
I
[ ~~
I
I
28
15
20
o
40 ..
18
SILTY CLA y,/,Iith calcareous nodules, tan and
white
- increased ';alcareous content in thicker
seams
10.0
69 21 26 14 12
o
CLAYEY SAN[S fine,lan'-an-dorarlQish fan~ wet
2L _ .31. 26 19 2 _ _ _ .
16.0
21 21
! 1
SAND, with frace clay, lightlan, 'occasional
small calcareous nodules, wet
- ::'20
9 23
CLA Y, grey and orangish tan moUled, stiff,
moist
310
88 29 72 24 48 0
BORING TERMINATED AT351T-
- ----- /350
DATE August 29, 2005
TOTAL DEPTH: 35.0'
CAVED DEPTH: 17
DRY AUGER: 0 - 35'
WET ROTARY: Not Applicable
BACKFILL: Soil Cuttings and cold patch
'1': Water First Noticed Y Depth fo Water alter Upon Completion
c Terms and symbols defined on Plate 2
LOG OF BORING NO. B-1
Sanitary Sewer Manhole Replacement
Bonner Drive
City of Corpus Christi Project #7335
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 11 OF 13
PLATE
.'<eport Nc 1605 \'~!75
1 Sand
I
",i '~'],' S i I ty
i ' Sand
i
1,', Clayey
1 Sand
I Asphalt
SOIL TYPES
01 s,,,
rrrJ ~~;dY
~ ~:,~yey
~Clay
~.., "". Sandy
............ Clay
. J
Gravel
!.',:-.~~:^ ^,~:, Peat or
..,~ Highly
^:,:S~ Organic
~, '"Silty
~Clay
I Debris or
Mixed
Fill
1~1
i'
G Concrete
SOIL GRAIN SIZE
U.S, Standard Sieve
5" 3' 3/4" 4 10 40 200
I"~ -[ '~I Gravel --T---~ Sand---- =r"
Boulders Cobbles' ~~T--:- - t -- -I . -'r.--:-
Coar~~ Fine Coarse Medium Fine
'.', 152 762- "~ 191'476' 2.00 0420---.0.074-
-
Slickensided
Fissured
Pocket
Parting
Seam
Layer
Laminated
Interlayered
Intermixed
Calcareous
Carbonate
PLASTICITY CHART
60
50
G'j
~ 40
r:
G 30
i=
(j)
:5
(L
i i
-1-i-
ORGANIC
CLAYS
'T'
't.
SILTS
20 ~NDl or~ I
ILTYCLAV8to
1 0 CLAY~ SIlTs
i ~NDYSILTS
o
o
10
20
30
40 50 60 70
LIQUID LIMIT
80
SOIL STRUCTURE
SAMPLER TYPES
~Thin- ~partial ~Auger
walled Recovery
Tube wi Tube
~SPlit- ~NO ~PitCher
barrel Recovery
I
~Piston ~GeoprObe ~ROCk
Core
-------, .J
Silt
---,-~ 0002
Clay I
(mm)
90
100
HavlrJg planes of weakness that appear slick and glossy,
Containing shrinkage or relief cracks, often filled with fine sand or silt; usually more or less vertical.
Inclusion of material of different texture that is smaller than the diameter of the sample.
Inclusron less than 1iB Inch thick extending through the sample.
Inclusion 1/B inch to 3 inches thick extending through the sample.
Inclusion greater than 3 inches thick extending through the sample,
Soil sample composed of alternating partings or seams of different soil type.
Soil sample composed of alternating layers of different soil type.
Soil sample composed of pockets of different soil type and layered or laminated structure Is not evident.
Having appreciable quantities of carbonate
Having more than 50% carbonate content
TERMS AND SYMBOLS USED ON BORING LOGS
SOIL CLASSIFICATION (1 of2)
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 12 OF 13
PLATE 2a
RepOii No. 1605-0"-5
STANDARD PENETRATION TEST (SPT)
A ;J-!il -00, 1-3/8-ID split spoon sampler IS driven 1.5 ft into undisturbed soil with a 140-pound hammer free falling 30 in. After the
sampler is seated 6 In. into undisturbed sod, the number of blows required to drive the sampler the last 12 in. is the Standard Penetration
Resistance or "N" value, which is recorded as blows per foot as described below
Blows Per Foot
SPLIT-BARREL SAMPLER DRIVING RECORD
c5
Description
",0/7"
;;>ef/3"
25 blows drove sampler 12 inches, after initial 6 inches of seating.
50 blows drove sampler 7 inches, after initial 6 inches of seating.
50 blows drove sampler 3 inches during initial 6-inch seating interval.
NOTE To aVOid damage to samplino tools driving is limited to 50 blows during or after seating interval.
DENSITY OF GRANULAR SOILS
STRENGTH OF COHESIVE SOILS
Descnptive
.i"errn
'Relative
Density. Ok
"Blows Per Foot (SPTI
Term
Undrained
Shear Strength, ksf
Blows Per Foot (SPT)
(approximate)
Very Loose
Loose
Medium Dense
Dense
Very Dense
<.15
15 to 35
35 to 65
65 to 85
> 85
U to 4
5 to 10
11 to 30
31 to 50
. 50
Very Soft
Soft
Firm
Stiff
Very Stiff
Hard
< 0.25
0.25 to 0.50
0.50 to 1.00
1.00 to 2.00
2.00 to 4.00
> 4.00
o to 2
2 to 4
4 to 8
8to 16
16 to 32
> 32
'Estimated from sampler driving record.
"Requires correction for depth, groundwater level, and grain size
SHEAR STRENGTH TEST METHOD
U - Uflconfined Q " Unconsolidated - Undrained Triaxial
P " Pocket Penetrometer T = Torvane V = Miniature Vane F = Field Vane
HAND PENETROMETER CORRECTION
Our experience has shown that the hand penetrometer generally overestimates the in-situ undrained shear strength of over consolidated
Pleistocene Gulf Coast clays. These strengths are partially controlled by the presence of macroscopic soil defects such as slickensides, which
generally do not influence smaller scale tests like the hand penetrometer Based on our experience, we have adjusted these field estimates of the
undrained shear strength of natural, overcowiolidated Pleistocene Gulf Coast soils by multiplying the measured penetrometer reading by a factor of
06. These adjusted strength estimates are recorded in the "Shear Strength" column on the boring logs. Except as described in the text, we have
not adjusted estimates of the undrained shear strength for projects located outside of the Pleistocene Gulf Coast formations.
Information on each boring log is a compilation of subsurface conditions and sailor rock classifications obtained from the field as well as from
laboratory testing of samples Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional
and approximate in nature. Water level measurements refer only to those observed at the time and places indicated, and can vary with time,
geologiC condition or construction activity
TERMS AND SYMBOLS USED ON BORING LOGS
SOIL CLASSIFICATION (20f2)
ADDENDUM NO 2
ATTACHMENT NO 4
PAGE 13 OF: 13
PLATE 2b
PRO P 0 S A L
FOR M
FOR
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
REVISED
PROPOSAL FORM
PAGE 1 OF 9
ADDENDUM No.2
Attachment No.5
Page 1 of9
PRO P 0 S A L
Place:
Date:
Proposal:)f
----~_.._.._--_...__._-
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 underslgned hereby proposes to furnish all labor and
materials, tools, and necessary equipment, and to perform the work
required for:
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
at t:he locations set cut by the plans and specifications and in strict
accordance with the contract documents for the following prices, to-
wit:
REVISED
PROPOSAL FORM
PAGE 2 OF 9
ADDENDUM No.2
Attachment No.5
Page 2 of 9
CITY OF CORPUS CHRISTI
SANITARY SBWBR KANlIOLB RBPLACBDNT
OLD BROWNSVILLB ROAD/ OMAHA DRIVE
I II III IV V
BID QTY & UNIT PRICB BID ITBH BXTENSION
ITEM UNIT DESCRIPTION IN FIGURES (QTY X UNIT PRICE
IN FIGURBS)
Mobilization,
1 Demobilization, and Bonds,
AI LS complete in place per Lump LS $
Sum
-
3 Demolition of Existlng
A2 EA Manholes, per Each $ $
--
3 Concrete Manhole Support
A-': EA Foundation, complete in
place per Each $ $
Drilled and Cased Concrete
271 Piling, complete in place
A4 VF per Vertical Foot $ $
Special Fiberglass
I Reinforced Plastic (FRP)
A5 1 Manhole, complete in place $
EA per Each $
, 5'Dia. Fiberglass Reinforced
A6 2 Plastic ( FRP ) Manhole,
i EA complete in place per Each $ $
I
I 80 48" FRP Sanitary Sewer
A7 I LF Gravity Main, complete in
place, per linear foot. e: c:
I 80 30" PVC Sanitary Sewer
A8 I Gravity Main, complete in
I $
I LF place, per linear foot. $
I 120 24" PVC Sanitary Sewer
A9 LF Gravity Main, complete in
I place, per linear foot. $ $
I 20 12/1 PVC Sanitary Sewer
Ala I LF Gravity Main, complete in $ $
place, per linear foot.
All 3285 Clean Sanitary Sewer Gravity $ $
LF Mains, per linear foot.
3285 Inspect and Televise
A12 LF Sanitary Sewer Gravity $ $
Mains, per linear foot.
300 Trench Safety for
AI3 LF Excavations, per linear $ $
foot.
BASE BID
REVISED
PROPOSAL FORM
PAGE 3 OF 9
ADDENDUM No.2
Attachment No.5
Page 3 of 9
CITY OF CORPUS CHRISTI
SANITARY SBWBR KANBOLB RBPLACBMBNT
OLD BROWNSVILLB ROAD! ONABA DRIVE
BASE BID
( CONTINUED)
I II III IV V
BID QTY & UNIT PRICE BID ITEM EXTENSION
ITEM UNIT DESCRIPTION IN FIGURES (QTY X UNIT PRICE
IN FIGURES)
A14 '3 Trench Safety for
EA Structures, per each $ $
A15 1 Traffic Control Measures,
LS per lump sum $ $
A16 150 Well Pointing , per linear
LF foot $ $
TOTAL BASE BID (Items Al through A16):
$
REVISED
PROPOSAL FORM
PAGE 4 OF 9
ADDENDUM No.2
Attachment No.5
Page 4 of 9
r--
I
BID
ITEM
QTY &
UNIT
AAl
ADDITIVE ALTERNATE NO. 1
II
III
DESCRIPTION
LS
Manhole No. 2226 Replacement,
including:
· Complete removal of the
existing manhole including
complete removal of existing
foundation.
· Install City provided new 8
ft. diameter Fiberglass
reinforced polyester (FRP)
manhole located at Titan Pipe
Company, 8213 Up River Road
· Install concrete foundation,
set at proper elevation to be
determined in field and
approved by City
(approximately one (1) ft
adjustment per Geotechnical
Report
· Remove and replace existing
36" VCP pipe (with 36" PVC DR
25-C905 pipe and 8" PVC SDR 26
Heavy wall pipe) up to 50'
upstream and 50' downstream
for 36" pipe and 20' upstream
and 20' downstream for 8" pipe
(including lateral tie-ins and
all drop connections)
· Install a new invert, new
frames & covers, concrete
collar, and flowable fill
· Removal & replacement of
pavement/pavement repairs with
full depth saw cutting of all
asphal t paveaen t and minimum
4" of BMAC pavement repair
· Bypass pumping including
noise control. No street
intersections shall be
blocked. All piping 'to be
installed below pavement at
intersections and backfilled
with cement stabilized sand
and overlayed with a minimum
4" of &MAC pavement.
· Well pointing, including
noise control
· Traffic control
· And any other items required
to produce a new manhole per
City Wastewater Standard
Specifications, complete, in
place, ready to use, per lump
sum
REVISED
PROPOSAL FORM
PAGE 5 OF 9
IV
UNIT PRICE
IN FIGURES
LS
v
BID ITEM EXTENSION
(QTY X UNIT PRICE
IN FIGURES)
$
ADDENDUM No.2
Attachment No.5
Page 50f9
I II III IV V
BID QTY {" UNIT PRICE BID ITEM EXTENSION
ITEM UNIT DESCRIPTION IN FIGURES (QTY X UNIT PRICE
IN FIGURES)
50
AA2 LF Trench Safety $ $
Pre and Post Construction
AA3 LS Cleaning and CCTV $ LS $
(Approximately 200 LF)
TOTAL ADDITIVE ALTERNATE NO. 1 (Items AAl-AA3) :
$
Note: Contractor to notify in writing LOCAL AREA Residents seven (7)
days prior to commencing construction.
REVISED
PROPOSAL FORM
PAGE 6 OF 9
ADDENDUM No.2
Attachment No.5
Page 6 of 9
The undersigned hereby declares that he has visited the site and has
2arefully 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
Narranty but are mere estimates for the guidance of the Contractor.
Upon notification of award of contractr 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
c:ontract and a Payment Bond (as required) to insure payment for all
labor and materials. The bid bond attached to this proposal, in the
drnount of 5% of the highest amount bid, is to become the property of
the City ..)f Corpus Christi in the event the contract and bonds are not
executed within the time above set forth as liquidated damages for the
delay and additional work caused thereby.
Minority/Minority Business Enterprise Participation: The
apparent low bidder shall, within two days (five days for Contractors
outside Nueces County) of receipt of bids, submit to the City Engineer,
in writing, the names and addresses of MBE firms participating in the
contract and a descrlption of the work to be performed and its dollar
value for bid evaluation purpose.
Number of Signed Sets of Documents: The contract and all
bonds will be prepared in not less than four counterpart (original
signed) sets.
Time of Completion: The undersigned agrees to complete the
work within 150 calendar days from the date designated by a Work Order
if only the Base Bid is awarded. If both the Base Bid and Additive
Alternate No. 1 are awarded, the undersigned agrees to complete the
work within 180 calendar days from the date designated by a Work Order.
The underslgned 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.
number)
Receipt of the following addenda is acknowledged (addenda
Respectfully submitted:
Name:
By:
(SIGNATURE)
(P.O. Box)
(Street)
(SEAL
If Bidder is
a Corporation
Address:
(City)
(State)
(Zip)
Telephone:
NOTE: Do not detach bid from other papers.
Fill in with ink and submit complete
with attached papers.
PR(7!90)
REVISED
PROPOSAL FORM
PAGE 7 OF 9
ADDENDUM No.2
Attachment No.5
Page 7 of 9
.~
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
( . ity of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following
mformation. Every yuestion must be answered. J fthe question is not applicable, answer with lJNAD.
F'JRM NAME:
STREET
CITY:
ZIP:
FIRM is:
Corporation !
5 Other
..,
Partnership
,I
3. Sole Owner D
4. Association D
DISCLOSURE QUESTIONS
II additional space is necessary, please use the reverse side of this page or attach separate sheet.
State tbe names of eacb LJemployeeD oftbe City of Corpus Cbristi baving an Downersbip interestD constituting 3% or
more of the ownership in the above named []firmD.
Name Job Title and City Department (if known)
2. State tbe names of eacb DofficiaU] of tbe City of Corpus Christi having an Downership interestD constituting 3% or
more ofthe ownersbip in the above named []firmD.
Name Title
,.) State the names of each Uboard member[] of the City of Corpus Christi baving an Downersbip interestO constituting
30/0 or more oftbe ownership in the above named OfirmD.
Name Board, Commission or Committee
4. State the names of each employee or officer of a DconsuJtant[] for the City of Corpus Christi who worked on any matter
related to the subject oftbis contract and has an Downership interest[] constituting 3"1. or more ofthe ownership in the
above named nfirmlJ.
Name Consultant
CERTIFICA TE
I certifY that all information provided is truc and correct as of the date of this statement, that I have not knowingly withheld
disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi,
Texas as changes occur.
Certifying Person.
(Type or Print)
Title:
Signature of Certifying Person:____~ ______
Date:
REVISED
PROPOSAL FORM
PAGE 8 OF 9
ADDENDUM No.2
Attachment No.5
Page 8 of 9
DEFINITIONS
a . JBoard MemberO. A member of any board, commission or committee appointed by the City Council of the City of
Corpus Christi, Texas.
b JEmployee Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as an
mdependent contractor
c. IFirm D. Any entity operated for economic gain, whether professional, industrial or commercial and whether established
(0 produce Of deal with a product or service, including but not limited to, entities operated in the fonn of sole
proprietorshIp, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust
md entities \vhich, for purposes of taxation, are treated as non-profit organizations.
d. iOfficialD. The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers,
Department and Division Heads and !\funicipal Court Judges of the City of Corpus Christi, Texas.
e. 'Ownership InterestJ. Legal or equitable mterest, whether actually or constructively held, in a firm, including when such
mterest is held through an agent trust, estate or holding entity. fJConstructively heldO refers to holding or control
established through voting trusts, proxies Of special terms of venture or partnership agreements.
f. :Consultant. Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of
professional consultation and recommendation.
REVISED
PROPOSAL FORM
PAGE 9 OF 9
ADDENDUM No.2
Attachment No.5
Page 9 of9
City of
Qi.{us
Christi
I ADOeNOOM NO.1'
August 26, 2005
TO: All PROSPECTIVE BIDDERS
SU8JeCT: SANITARY SEWER MANHOLE REPLACEMENT - OLD BROWNSVILE
ROADfOIIAHA DAM:
PROJECT NO: 7335
Prospective bidders are her-eby notified of the foHowing modifications to the contract
documents. These modifications shalt become a part of the contract documents. All
provisions of the contract documents not specifically affected by the Addenda shall
remain unchanged.
I.
.~
A._.DA1E~
Prospective Bidders are hereby advised that the scheduled Bid Opening date
has been postponed three weeks-,ltsWl Septem.ber 7,2005 at 2:00 p.m.,
~ '---11- 28. ...... z:. U.JR.
LocatioR Md Time of BIdding shall remain unchaRled.
Note: Ad8eDd.. No.2 will foBOW' shortly to address questions from the pre--bid
BIeetiBg u.4pCJlSiWe seope additieas.
Please acknowledge receipt of this addendum in the a'ppropriate place in your PROPOSAL
FORM.
END OF ADDENDl1M #1
ARE/eo
r
LI ~ ~ ~"t-~
L{e~ ~ Escob~, P',E.. .
Director of Engmeenng Serv1ces
K'/~(,">
ADDENDUM NO.1
Page 1 of 1
Engineering Services .
77 . Co us Christi Texas 78469-9277 · (361) 880-3500
P.OBox 92 rp ~ __ ~
--
SPECIAL PROVISIONS
SPECIFICATIONS
AND
FORMS OF CONTRACTS AND BONDS
FOR
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
Prepared by:
1i1~
HDR Engineering, Inc.
5151 Flynn Parkway, Suite 314
Corpus Christi, Texas 78411
Phone: 361/857-2216
Fax: 361/857-0509
FOR
CITY OF CORPUS CHRISTI, TEXAS
W ASTEW A TER DEPARTMENT
Phone: 361/857-1802
PROJECT NO: 7335
~\\\\\\\n 1111 I!
~ ~'\t. .'?~ J-t III;
~ s'\., '*' . :~-1J' f//
-.::::::-*.' '.*,/
~ . . ~
:::::*: '.*~
~ . . ;.--:
:=:.... --.............. ..~
;::;: CARL E. CRULL ;=;
/-":.................... ..r--'"
-?'_ 46706 ::::
~ -0' .~
r~ ~ ..1> <,..'>.'lv
~ O"".~G/STt~..' ~
r;J ~Ss""'" ~
r(1!J /ONA
fllnm:\ /'
1/-t1 I OJ
DRAWING NO: SAN ')28
. "234-22822-2! ,
IRevised 7 S/OO)
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROADI OMAHA DRIVE
Table of Contents
NOTICE TO BIDDERS (Revised 7/5/(0)
NOTICE TO CONTRACTORS - A (Revised Sept. 2000)
Insurance Requirements
NOTICE TO CONTRACTORS - B (Revised 7/5/00)
Worker's Compensation Coverage For Building or Construction Projects For
Government Entities
SECTION A
A 1
A 2
.A 3
.A 4
.A S
A 6
.A. 7
A 8
A 9
A 10
All
A .12
A 13
A 14
A 15
A 16
A 17
A 18
A 19
A 20
A 21
A 22
A 23
A 24
A 25
A 26
A 27
A 28
A 29
A 30
A 31
A 32
A 33
A 34
A.35
A 36
A 37
A 38
A 39
A 40
A 41
SPECIAL PROVISIONS
Time and Place of Receiv1ng Proposals/Pre-Bid Meeting
Definitions and Abbreviations
Description of Project
Method of Award
Items to be Submitted with Proposal
Time of Completion/Liquidated Damages
Workers Compensation Insurance Coverage
Faxed Proposals
Acknowledgment of Addenda
Wage Rates (Revised 7/5/00)
Cooperation with Public Agencies (Revised 7/5/00)
Maintenance of Services
Area Access and Traffic Control
Construction Equipment Spillage and Tracking
~ation and Removalo (NOT USED)
Disposal/Salvage of Materials
~ Office (NOT USED)
Schedule and Sequence of Construction
Construction Staking
Testlng and Certification
Project Signs- See Standard Specification 021010
Minority/Minority Business Enterprise Participation policy (Revised 10/98)
Inopcction Required (Revioed 7/5/00) (NOT USED)
Surety Bonds
8aleo Ta)( Exemption NO LONGER APPLICABLE (6/11/98)
Supplemental Insurance Requirements
Reoponoibility for Damage Claimo (NOT USED)
Considerations for Contract Award and Execution
Contractor's Field Administration Staff
Amended "Consideration of Contract" Requirements
Amended Policy on Extra Work and Change Orders
Amended "Execution of Contract" Requirements
Conditions of Work
Precedence of Contract Documents
~lolater Facilitieo SPCCLll ncquiremcnto (NOT USED)
Other Submittals (Revised 9/18/00)
Amended "Arrangement and Charge for Water Furnished by the City"
Worker I s Compensation Coverage for Building or Construction Projects for
Government Entities
Certi f ic.:1 te of OCCUp.:1ney- .:md Fi-fla-l-.--.';ccept.:1nce (NOT USED)
Amendment to Section B-8 6: Partial Estimates
Ozone Advisory
Revision 8/03
Page 1 of 3
A 42
" 43
A 44
A 45
A 46
A 47
A 48
A 49
A 50
A 51
A 52
A-53
A 54
A 55
A 56
A 57
A 58
A 59
OSHA Rules & Regulations
Amended Indemnification & Hold Harmless (9/98)
Change Orders (4/26/99)
As-Built Dimensions and Drawings (7/5/00)
Diopooal of Highly Chlorinated Water (7/S/00) (NOT USED)
Pre-Construction Exploratory Excavations (7/s/00)
Overhead Electrical Wires (7/5/00)
Amend "Maintenance Guaranty" (8/24/00)
Trench safety
Existing Manhole Conditions
Dewatering
Bypass Pumping Operations
Pavement Restoration and Project Clean-up
Cleaning of Lines
Errors and Omissions
Lack of Information
Amended General provisions B-2-7 Preparation of Proposal
Measurement and Payment of Subsidiary Items of Work
Submlttal Transmittal Form
ATTACHMENT I -
SAMPLE COMPUTER GENERATED PROPOSAL SHEET
SUPPLEMENTAL SPECIAL PROVISIONS (NOT USED)
SECTION B - GENERAL PROVISIONS
SECTION C - FEDERAL WAGE RATES AND REQUIREMENTS
SECTION S
021010
022020
022022
022040
022100
025205
025210
025220
025404
025412
025424
025610
025802
027203
')27205
027602
-030020
032020
038000
055420
SECTION
On02
l~) 0 64
027900T
027901-T
- STANDARD SPECIFICATIONS
Project Signs
Excavation & Backfill for Utilities & Sewers
Trench Safety for Excavations
Street Excavation
Select Material
Pavement Repair, Curb, Gutter, Sidewalk and Driveway Replacement
Lime Stabilization
Flexible Base-Caliche
Asphalts, Oils, & Emulsions
Prime Coat
Hot Mix Asphalt Concrete Pavement
Concrete Curb and Gutter
Temporary Traffic Controls During Construction
Vacuum Testing of Sanitary Sewer Manhole and Structures
Fiberglass Manholes
Gravity Sanitary Sewers
Portland Cement Concrete
Reinforcing Steel
Concrete Structures
Frames, Grates, Rings and Covers
T - TECHNICAL SPECIFICATIONS
Cast-In-Place Piling: Auger Cast
Pipe- Centrlfugally Cast Fiberglass
Television Inspection of Conduits
Cleaning of Sanitary Sewer Lines
Reinforced Polymer Mortar
Revision 8/03
Page 2 of3
LIST OF DRAWINGS
G001 Cover Sheet/Vicinity Map/Sheet Index
2 G002 Legend & Symbols/Abbreviations
3 G003 Estimate Summary and General Notes
4 G004 Soil Boring Logs
5 C10l General Site Map
6 CI02 Site Plans
7 CI03 Existing Manhole Demolition Plan, Sheet 1 of 2
8 CI04 Existing Manhole Demolition Plan, Sheet 2 of 2
9 C10S Pavement Repair Plans
10 C106 Construction Sequence
1; C10? Bypass Pumping Plan
12 S101 Manhole Repair Plans
11 8102 Manhole Repair Details
14 TC101 Traffic Control Plans, Sheet 1 of 2
10, TC102 Traffic Control Plans, Sheet 2 of 2
16 C108 Pavement Repair Detail
17 SD101 City of Corpus Christi Standard Details,
18 80102 City of Corpus Christi Standard Details,
19 SD103 City of Corpus Christi Standard Details,
20 SD104 City of Corpus Christi Standard Details,
21 8D105 City of Corpus Christi Standard Details,
NOTICE
AGREEMENT
PROPOSAL/DISCLOSURE STATEMENT
PERFORMANCE BOND
PAYMENT BOND
Revision 8/03
Page 3 of 3
Sheet 1 of 5
Sheet 2 of 5
Sheet 3 of S
Sheet 4 of 5
Sheet S of 5
NOTICE TO BIDDERS
NOTICE TO BIDDERS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
SANITARY SEWER MANHOLE REPLACEMENT-OLD BROWNSVILLE ROAD/ OMAHA DRIVE
consists of the removal and replacement of three sanitary sewer manholes
and adjacent sanitary sewer gravity mains (approximately 40 LF in each
direction) that are connected to each manhole, cleaning and televised
inspection of approximately 3,285 LF of existing and proposed sanitary
gravity sewer mains, including all appurtenances and associated work, in
accordance with the plans, specifications, and contract documents;
will be received at the office of the City Secretary until 2:00 p.m. on
wednesday, september 7, 2005 and then publicly opened and read. Any bid
received after closing time will be returned unopened.
A pre-bid meeting 1S scheduled for 10:00 a.m, Tuesday, August 23, 2005.
The location of the meeting will be the Engineering Services Main
Conference Room, Third floor, City Hall, 1201 Leopard Street, Corpus
Christi, Texas. The pre-bid meeting will be conducted by the City, and
will include a discussion of the project scope.
A bid bond in the amount of 5% of the highest amount bid must accompany
each proposal. Failure to provide the bid bond will constitute a non-
responsive proposal which will not be considered. Failure to provide
required performance and payment bonds for contracts over $25,000.00 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/l00 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 obta~nable 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/ Angel R. Escobar, P.E.
Director of Engineering Services
/s/ Armando Chapa
City Secretary
Revised 7/5/00
NOTICE TO CONTRACTORS - A
NOTICE TO CONTRACTORS - A
INSURANCE REQUIREMENTS
Revised September, 2000
A Certificate of Insurance indicating proof of coverage III the following amounts IS
required:
_.
TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
---
30-Day Notice of Cancellation required on all certificates Bodily Injury and Property Damage
- .-
Commercial General Liability including: $2,000,000 COMBINED SINGLE LIMIT
I Commercial Form
2 Premises - Operations
3 Explosion and Collapse Hazard
4. Underground Hazard
5 Products/ Completed Operations Hazard
6. Contractual Insurance
-r Broad Form Property Damage
I
8. Independent Contractors
9 Personal Injury
AUTOMOBILE LIABILITY --OWNED NON-OWNED $1,000,000 COMBINED SINGLE LIMIT
OR RENTED
WHICH COMPLIES WITH THE TEXAS WORKERS= I
WORKERS", COMPENSATION COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHIBIT
EMPLOYERS= LIABILITY $100,000
EXCESS LIABILITY $1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION LIABILITY; $2,000,000 COMBINED SINGLE LIMIT
ENVIRONMENTAL IMPAIRMENT COVERAGE -- REQUIRED
Not limited to sudden & accidental discharge; to include long- ---.2L NOT REQUIRED
tern environmental impact for the disposal of contaminants
BUILDERS= RISK See Section B-6-11 and Supplemental Insurance
Requirements
- REQUIRED
--X._ NOT REQUIRED
--- ..
INST ALLA TION FLOATER See Section B-6-11 and Supplemental Insurance
Requirements
- REQUIRED
---.2L NOT REQUIRED
Page 1 of2
" The City of Corpus Christi must be named as an additional insured on all coverages except worker's compensation
liability coverage.
\ fhe name of the project must be listed under "description of operations" on each certificate of insurance.
\7 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 "lJisclosure of Interest" must be submitted with your proposal.
Should you have any questiom. regarding insurance requirements, please contact the ContraetAdministrator at 880-3500.
Page 2 of 2
NOTICE TO CONTRACTORS - B
NOTICE TO CONTRACTORS B
WORKER · S CO:.1PEHSATION COVERAGE FOR
BUILDING OR CCNSTRUCTION PROJECTS
FOR GCVE~~ENT ENTITIES
~exas law requ~~es that ~ost contractors, subcc~c~actors, and
others ?roviding work or serv~ces for a City building C~ construction
prcj ec,= nust be covered by worker' s compensation insura::lce, authorized
self-i~surance, or an appr~ved worke~'s compensac~=~ coverage
agreerr.ent.
Even if Texas law does not require a contractor, subcontractor
or others performing proj ect services (including deliveries to the job
sitei ~o provide 1 of the 3 forms of worker's compensation coverage,
the Ci~y will require such coverage for all individuals providing work
or ser.~ices on this Project: at any time, including during the
ma~::::e::ance guaranty period. :.10tor carriers which are required to
regis':er with the Texas Depar::~ent of Transportation under Texas Civil
sta~~~es Article 6675c, and which provide accidental insurance
coverage under Texas Civil Statutes Article 6675c, Secc~on 4(j} need
not p~ovide 1 of the 3 forms cf worker's compensation coverage.
The Contractor agrees C~ comply with all applicable provisions
of Texas Administrative Code 7itle 28, Section 110.1~O, a copy of
wh~cr. is attached and deemed i~corporated into the project contract.
Please note that under section 110.110:
certain 1 anguage ;.:ust be incl uded in the Contractor's
Contract with the City and the Contractor's contracts with
subcontraccors ana others providing services for the
Project;
L.~
the Contractor :..s required to submit ~o the City
certificates of coverage for its employees and for all
subcontractors and others providing services on the proj ect .
The Contractor is required to obtain and submit updated
certificates showing extension of coverage during the
Project; and
. the Contractor is required to post the requi~ed notice at
the job site.
By sig~ing this Contract, the Contractor certifies that ~~ will timely
campi::' .....ith these Notice to Ccntractors "B" requirements.
NOT XCI: ":0 CONTRACTORS - B
IRevi$ea 1/13/98)
Paqe 1 of 7
8/7/18
l ,,\.. ,'-,; l ~
.;~ge 1 ,-'i C
Title 28. NS'CR.\.~CE
Part II. TEXAS \VORKERS' CO!\'1PENSATION CONIMISSION
Chapter 110. REQUIRED NOTICES OF COveRAGE
Subchapter B. El\1PLOYER NOTICES
~ 110.110 Reponing Requirements for Building or Construction ProjecLS for Governmenul
Entities
(a) The fonowing words and terms, when used in this ruie, shall have the following meanings, unless
the context dearly indicates otherwise. Te:ms not defined in this rule shall have the meaning defined in
the Texas Labor Code, if so denned.
(1) Ceni.fi~te of cove .rage (ceitmca!el-A copy ora certiiicare of insurance, 3. certificate ofaurhority
to self-insure issued by the commission, cr a workers' compensation coverage agreement (IWCC-81,
TWCC-82, nVCC-83, or TWCC-S4), showing statutory workers' compensation insurance coverage
for the person's or entity's employees (including those subject to a coverage agreement) providing
services on a project, for the duration of the project.
(2) Building or construction-Has the me2.rlln.g defined in the Texas Labor Code, S 406.096(e)(I).
(3) Conrractor-A person bidding for or awarded a building or construction project by a governmental
entity.
(4) Coverage-Workers' compensation insurance meeting Lhestarutory requirements of the Texas
Labor Code, S 401.011(44).
(5) Coverage agreement-A written :!greernent on fonnT\VCC-81, fonn 1WCC-82. form TWCC-S3,
or form IWCC-84, filed with the Texas Workers' Compensation Commission which establishes a
relationship between the parries for purposes of the Texas W orlcers' 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 z...,d accepted by the governnlental entity.
(7) Persons ~roviding services on L~e project ("subcontractor" iT: 9 406.096 of the Act)- ''lith the
exception of persons exduded under subsections (h) and (i) of this section, includes all persons o~
entities perfonning all or pan of the services the contractor has undertaken to perform on the prOJect,
regardless of whether that person comrac::ed 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, mvner-operators, employees of any such entity, or employees of
any entity furnishing persons to perform semces on the project. "Services" includes but is not limited
http://wwwscs.state.tx.usltad23fII11101BIIIO.IIO.html
~IOT rCE TO CONTRACTORS - ::;
Revised 1/13/99)
paqe 2 of 7
8/7/98
8 T .t ,
L ~ ..;
Page2 cts
~o pr~"~.::::g, ::::.:iling, or deii','ering equipment or ;:::;:eri:tis. or ;=ro\iding labor, tra.f.tspor.:!.!ion. or orhe:-
semce re:2.~e:: to a projec:, "Services" does not i.:.ci~de activities ur-....eiated to the projeC"".., s"Jch as
foodi:;e...e!'"~~e '/endors. oiEce supply deliveries, ar:: delivery of;:onable toilets.
(8) Prcjec:-bcludes the provision of all services re:~~ed to a building or construction CC::~act for a
goverm'ne::.:~ entity.
(b) Pro..iciir:g or causing to be provided a cenifica:e of coverage pursuant to this rule is a
represer:.u:.icr: by the insured :hat all employees or the insured who are providing s~rvices on the
project ~e cc,,'ered 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 a self-insured, with the conunission's Division
of Self-Insura'-lce Regulation. Providing false or misie.?ding certificates of coverage, or failing to
provide or caintain required coverage, or failing to report any change that materially aife~.s the
provision of coverage may S".Joject the contractor or other person providing services on the project to
adminisL-ar:ve penalties, criminal penalties, civil per:.airies. or other civil actions.
(c) A gover.'=ental entity that enters into a building or constru~.:on contract on a projeqt shall:
(I) include in the bid specifications, all the provisions of paragra;Jh (7) of this subsection., l:sing the
language required by paragraph (7) of this subsectio~
(2) as pan oft.1e contract, using the language required by paragraph (7) of this subsection, require the
contra~or to perform as required in subsection (d) of this section;
(3) obtain from the contra~or a ceni.ficate of coverage for each person providing services on the
project, prior to that person beginning work on the project;
(4) obtain ITem the contractor a new certificate of coverage showing extension of coverage:
(A) before t.te end of the cur:ent coverage period, if the contra~ors current certificate of coverage
shows that the coverage pe~od ends during the duration of the project; and
(B) no later than seven days after the expiration of the coverage for each other person providing
services on the project whose current certificate shows that the coverage period ends during the
duration of the project;
(5) retain cerriiicates of coverage on file for the duration of the project and for three years thereafter;
(6) provide a copy of the ceriiicates of coverage to the commission upon request and to any person
entitled ~o them by law; and .
(7) use the I~..::g-t..lage contained in the following Figure 1 for bid speciiications and contra~s, without
any additionai words or changes, except those required to accommodate the specific docwnent in
which they are contained or to impose stricter standards of documentation:
1'285 \10, 1IO(c)(7)
tb/
http://wwwsos.state.tx.usltac/:;.81II11101B1lIO.110.htrrJ
HOTICE TO CONTRACTORS - 3
Revised 1/13/98)
paqe 3 of 7
817/98
.S r.....C 110.110
Page 3 of6
:) A contractor snail:
~ i) provide coverage for itS empioyees providing services on a project, fc: ti:e duration of the project
:ased on proper repOrting of classr=c~:ion codes and payroll amounts ar..d e~g of any coverage
~greements;
,)) provide a certificate of coverage showing workers' compensation coverage to the governmental
e:uity prior to beginnbg work on the project;
(3) provide the governmental entit:j, 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
:ertificate of coverage ends during the duration of the project; .
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file cenificates or coverage showing coverage for all persons providing services on
:::e project~ and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(6) notify th.e governmental entity in writing by certified mail or personal delivery, within ten days after
the contractor knew or should have y..oown, of any change that materially affects the provision of
coverage of any person providing services on the project;
0) post a notice on each project site informing all persons providing services on the project that they
are required to be covered, and stating how a person may verify current coverage and report failure to
provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. Tbis 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:
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. T:-ls includes persons
providing, hauling, or delivering equipment or materials? or providing Jabor or transportation or other
service related to the project, regardless of the identity of their employer or status as an employee."
'Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage,
or to repon an employers failure to provide coverage."
hnp://www.sos.state.tx.usltac/28/II/lIOIB/110.110.htm1
NOTICE =0 CONTRACTORS - B
Reviaed 1/13/98)
Paqe . o~ .,
sn/98
_0 T r.C i ~ ~ 110
t'age4 or 6
(8) cC:1t:ac:uaily require e:ich person with whor:: :: conrrac:s :: -;::o\ide services c:: a ~roject to:
(A) provide coverage based on proper reporu.'1g of classification codes and payroH ar.lounts and filing
of any coverage agreemems for :ili of its empicyees providing services cn the proj ect, for the duration
of the project;
(B) provide a certificate at coverage to the com..--actor prior to that person beginni..~g '''''ork on the
proj ect;
(C) induce in all contracts m pro\ide services en the project the language in subse~.ien (e)(3) of this
SectIOn:
(D) provide the contractcr, prior to the end of tile coverage period, a new certifica:e of coverage
showing extension of coverage, if the coverage period shown on the current certificate of coverage
ends during the duration ot the project;
(E) obtain from each other person with whom it contracts, and provide to the comractor:
(1) a certiiicate of coverage, prior to the other person beginning work on the project; :l.,d
(1i) prior to the end of the coverage period, a new cenificate 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 <!..."'lO for one year
thereaft er;
(G) notify the governmental entity in writing by certified mail or personal delivery, v..ithin ten days
after the person knew or should have knOVlIl, of any change that materially affectS the provision of
coverage of any person providing services on the project; and
(II) contractUally require ea.ch 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 semces.
(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 reponing of classification codes and payroll amounts and filing of any coverage
agreements;
(2) provide a certificate or coverage as required by its contract to provide services on the project,
prior to beginning work on the project;
(3) have the following language in its contract to provide services on the project: ""9y signing this
contract or providing or causing to be provided a certificate of coverage, the person signing this
contract is representing to the governmental entity that all employees of the person signing this
contrac: who will provide services on the project will be covered by workers' compensation coverage
htlp:JI\\-"\VW sos,state.tx.usltacl28IWI101B/I10.110.html
NOTICE TO CONTMCTORS - B
Revised 1/13/98)
Paqe Set 7
8n/98
.--() j,. .-,,,", l 6- 11V
.t'age ) or 0
for ti:e d:.:ration ofti:e project, that the cc';erage will be based on proper reporting ofclassifica.tion
codes and payroU a.r::ounts, and that all co\'e.--age agreemems \Vill be filed with the appropriate
insura::ce <::mier or, ~ the case of a self-insured., with the commission's Division of Self-Insurance
Reguiation. Proviciing false or misleading i.".Ibrmation may subject the COntractor to administrative
penalties, criminal pe:lalties, civil penalties. or other civil adons. If
(4) provide the person for whom it is providing services on the project, prior to the end of the
coverage period shown on its current certificate of coverage, a new certificate showing extension of
coverage, if the coverage period shown on me cenificate 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 projecr;
(6) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(7) notify the governmental entity in writing by certified mail or personal delivery. of any change that
materially affects the provision of coverage of any person pr-oviding 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 e.r:lployees providing services on the project, for the duration
of the project;
(B) provide a certificate of coverage to it prior to that other person beg;nning work on the project;
(C) include in all contracts to provide services on the project the language in paragraph (3) of this
subsection;
(D) provide, prior to the end of the coverage period, a new certificate of coverage showing extension
of the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration cfthe 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 ce~cate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showine extension of the
coverage period, if the coverage period shovro on the current certificate of cov~ge ends during the
http://www.Sos.state.tc.usltacl28/IJJlI01B1lIO.1IO.htmJ
NOTICE TO CONTRACTORS - B
Revised 1/13/98)
Page 6 of 7
sn/98
. LA,- 11_ llV
Page 60f6
duration or ~be contract:
(F) retain ail required ce~..i::C3.~es or coverage on file for the duration or ~he project and for one year
thereafter,
(G) notify the governmental entity in writing by certified mail or personai 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 ~ch 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 rule or its application to any person or circumstance is held invalid., the
invalidity does not affect other provisions or applications of this rule that can be given effect without
the invalid provision or application, and to this end the provisions of this rule are declared to be
severable.
(g) This rule is applicable for building or construction contracts advertised for bid by a governmental
entity 00 or after September 1, 1994. This rule is also applicable for those building or construction
contractS entered into on or after September I, 1994, which are not required by law to be advertised
for bid.
(h) The coverage requirement in this rule does not apply to motor carriers who are required pursuant
to Texas Civil Statutes, Article 6675c, to register with the Texas Depanment ofTransportarion and
who provide accidental insurance coverage pursuant to Texas Civil Statutes. Article 6675c, 94(j).
(i) The coverage requirement in" this rule does not apply to sole proprietors, partners, and corporate
officers who meet the requiremeots of the Act, 9 406.097(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 subsec--...ion applies only to sole proprietors, partners, and corporate executive
officers who are excluded from coverage in an insurance policy or certificate of authority to s,elf-insure
that is delivered. issued for delivery, or renewed on or after January I, 1996.
Source: The provisions of this ~ 110.110 adopted to be effective September 1, 1994. 19 TexReg
5115; amended to be effective November 6, 1995, 20 TexReg 8609.
Return to Section Index
http://www.sos.state.tx.usltad28!I.I11101E/IIO.ll O.htmJ
NOTIce; TO CONTRACTORS - B
Rev1aed 1/13/98'
'_qe 1 of 1
sn198
SECTION A
SPECIAL PROVISIONS
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
SECTION A - SPECIAL PROVISIONS
A-I Time and Place of Receivinq Proposals/Pre-Bid Meetinq
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, September 7, 2005. Proposals mailed should be addressed in~
following manner:
ATTN:
City at Corpus Christi
City Secretary's Office
1201 ~eopard Street, Corpus Christi, Texas 78401
BID PROPOSAL - SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
A pre-bid meeting is scheduled for 10:00 a.m, Tuesday, August 23, 2005. The location
of the meeting will be the Engineering Services Main Conference Room, Third floor,
City Hall, 1201 Leopard Street, Corpus Christi, Texas. The pre-bid meeting will be
conducted by the City, and will include a discussion of the project scope.
A-2 Definitions and Abbreviations
Section B- of the General Provisions will govern.
A-3 Description of Proiect
The project consists of the removal and replacement of three sanitary sewer manholes
and adjacent sanitary sewer gravity mains (approximately 40 LF in each direction)
that are connected to each manhole, cleaning and televised inspection of
approximately 3,285 LF of existing and proposed sanitary gravity sewer mains,
including all appurtenances and associated work in accordance with the plans,
specificatIons, and contract documents.
A-4 Method of Award
The bids w111 be evaluated based on the Total Base Bid, subject to availability of
funds.
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
Ln the best interest of the public The Bidder shall bid for all Base Bid Items in
'~he proposa 1 .
A-S Items to be Submitted with Proposal
The fo11ow10g items ~r:~ r::.~~lE~~ to be submitted with the proposal;
l 5% Bid Bond (Must reference; SANITARY SEWER MANHOLE REPLACEMENT- OLD
BROWNSVILLE RAOD/ OMAHA DRIVE as identified in the Proposal):
(A Cashier's Check, certified check, money order or bank draft from any State
or National Bank will also be acceptable.)
2 Disclosure of Interests Statement
-----.-- "--'~ ----.-.--..,.-. ..- _._--_.,._.,--~-- .'--~
Section A - SP
(Revised 9/18/00)
Page 1 of 24
A-6 T~e of Completio~/Liauidated Damaqes
The working time for completion of the project wil-l shall be ONE HUNDRED FIFTY (1.50)
~alendar days. The Contractor shall commence work within ten (10) calendar days
after receipt of written notice from the Director of Engineering Services or
designee "City Engineer") to proceed. Should either the Base Bid or the Alternate
Pid be selected, the time of completion for the Project shall remain the same.
~)r each calendar day that any work remains incomplete after the time specified in
r ne contract for completion of the work or after such time perio~ as extended
pursuant to other prov 1 sions of this contract, $500.00 per calendar day will be
assessed against the Contractor as liquidated damages. Said liquidated damages are
not imposed as a penal ty 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
w thhold and deduct from monies otherwise due the Contractor the amount of
quidated damages due the City.
A-7 Workers Compensation Insurance Coveraqe
I f the Contractor's workers I 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 I s workers I compensation insurance
:;overage 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
~gainst 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
complete the Project has not expired.
[11 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
C]ty Engineer.
A-a 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 Acknowledqment of Addenda
The Contractor shall acknowledge receipt of all addenda received in the appropriate
space provided in the proposal. Failure to do so will be interpreted as non-receipt.
Since addenda can have significant impact on the proposal, failure to acknowledge
receipt, and a subsequent interpretation of non-receipt, could have an adverse
effect when determining the lowest responsible bidder.
Section A - SP
(Revised 9/18/00)
Page 2 of 24
A-!O Waqe Rates (Revised 7/5/00)
Minimum .Pl~vailing~a~ Scal~s
L,abor preference and wage rates for Heavy Construction.
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 mechani cs employed by them in the execution of the Contract. The
Contractor or subcontractor shall forfeit sixty dollars ($60.00) per calendar day,
Ct portion thereof, for each laborer, workman, or mechanic employed, if such person
s 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
c j assifications 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 Contractol will also obtain copies of such certified payrolls from all
subcontract ors and others working on the proj ect. These documents will also be
submitted co 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.)
~ne and one half \1-1/2) times the specified hourly wage must be paid for all hours
.vorked in excess of 40 hours in anyone week and for all hours worked on Sundays or
nc,lidays (See Sectio!' B-1-}, Definition of Terms, and Section B-7-6, Working
Hours
A-I! Cooperation with Public Aqencies (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 Texas One-Call System 1-800-245-4545,
the Lone Star Notification Company at 1-800 669-8344, and the Southwestern Bell
["ocate Group at 1-800-828-5127. For the Contractor's convenience, the following
':e lephone numbers are 1 i sted ,
City Engineer
Project Engineer
AlE Project Engineer
Traffic Engineel
Police Department
Water Department
Wastewater Services Department
Gas Department
Storm Water Department
Parks & Recreation Department
Solid Waste Services Department
AEP/ Central Power & Light Co.
SEC/ Southwestern Hell Telephone Co.
880-3500
HDR Engineering, Inc.
5151 Flynn Parkway, Suite 314
Corpus Christi, Texas 78411
Phone: 857-2216
Fax: 857-0509
880-3540
882-1911
857-1880
857-1818
885-6900
857-1881
880-3461
857-1970
299-4833 (693-9444 after hours)
881-2511 (1-800-824-4424, after hours)
(880-3140
(880-3140
(885-6900
(880-3140
after
after
after
after
hours)
hours)
hours)
hours)
Section A - SP
(Revised 9/18/00)
Page 3 of 24
City Street Div. For Traffic
Signal/Fiber Optic Locate
Cablevision
ACSI (Fiber Optic;
KMC Fiber Optic)
ChoiceCom (Fiber Optic)
CAPROCK (Fiber Optic)
Brooks Fiber Optic (MAN)
Regional Transportation Authority (RTA)
857-1946 857-1960
857-5000 (857-5060 after hours)
887-9200 (Pager 800-724-3624)
813-1124 (Pager 888-204-1679)
881-5767 (Pager 850-2981)
512/935-0958 (Mobile)
972-753-4355
289-2712
A-12 Maintenance of Services
The Contractor shall take all precautions in protecting existing utilities, both
above and below ground. Due to the nature of the work proposed, the drawings may
not include all adjacent utility locations. 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
t~ 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
u ilities.
wnere exist ing sewers are encountered and are interfered with (i. e. broken, cut,
e c c . ), flow mus t be ma i nta ined . Sewage or other I iqu id mus t be handled by the
::ontractor 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 nor
routed through underground storm sewers and Contractor must pay for all fines and
remediation that may result if sewage or other liquid contacts the streets or ground
surface. The construction of temporary gravity flow lines, force main lines, pumping
'=quipments, plugs, flow diversion structures, etc., required to maintain and control
system flows shall be the responsibility of the Contractor. 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
pl ice Materials for repairs, adj ustments 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
t:o all residents and businesses at all times during construction. The Contractor
must provide temporary driveways and/or roads of approved material during wet
weather. The Contractor must maintain a stockpile to meet the demands of inclement
weather.
The Contractor will be required to schedule his operations so as to cause minimum
adverse impact on the accessibility of adjoining properties. This may include, but
s not 1 imi ted to, working driveways in hal f widths. construction of temporary
ramps, etc
l<'or work Wl thin the City controlled right of way, 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.
Section A - SP
(Revised 9/18/00)
Page 4 of 24
.'\11 coota. for tr~ffic control -a-re- conoidered aubaidi~ry, therefore, no direct
payment \;i11 be m~de to Contractor. If the site needs any adjustment in the traffic
control sign location, which may be required for safety of traffic and pedestrians,
no additional payment for the implementation and enforcement shall be made to the
C'ontractor
A-~4 Construction Equipment Spillaqe and Trackinq
'The Contractor shall keep the adjoining streets free of tracked and/or spilled
rnaterialsgoing 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.
Sc reets auei 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
" 1 sible material that could be washed into storm sewer is allowed to remain on the
Project site or adjolning streets
~ ~5 Exea7ation and Rcm07uls (NOT USED)
The excav~ted areao behind ~urbo and ~dj~cent to oidewalko and driveuayo muot bc
€~1-kti~.ft "cle3.n" -dirt ,'''Cle~n" dirt .--i-s-defined aD dirt that io capable of
flfoviding a good gro'.Jth ~r~oo Hhen ~pplicd ',,'ith oeed/ood ~nd fertilizer. The dirt
mu-s-t;----be-" free of debri;), c.:1liche. .:1Dphnlt. concrete ~nd .:1ny other m.:1teri~1 th.:1t
fcletr.:1cto frem---i-ts-- appe.:1r--afl€-e-~r hampero the gro',,'th of gr.:1Ofr.-
Ad clCieting concrete ~nd ~oph.:1lt ....ithin the limite of the Project muot be removed
IcilH-e&s- othe nJi oe noted.
AH neeeooClry" remmralo including but not limited to pipe. drivC'...ayo. oide.Jalko,
et~are to be conoidered ouboidiary to the bid item for "Street Excavation" "Point
Rcpairo", ..md "Reh.:1bilitation *-hH.:1nholeo", therefore, no direct payment !',ill be
!fu~ Contractor ."
A-16 Disposal/Salvaqe of Materials
Excess excavated material, broken asphalt, concrete, broken culverts and other
unwanted material becomes the property of the Contractor and must be removed from
the site by the Contractor The cost of all hauling and disposal is considered
subsidiary therefore, no direct payment will be made to Contractor.
A-~7 Field Office
(NOT USED)
The Contractor muot furnioh the City Engineer or hiD repreoentative ~ith .:1 field
effice .:1t the conotruction oite. The field office muot contain at leaot 120 oquare
~cct of uoc~ble op.:1ce. The field office muot be .:1ir conditioned~nd hC.:1tcd and muot
be ftlrniohed with ~n inclined t~ble that me3.0UreD 3.t le.:1ot 3D" x 60" and t~o (2)
ch~ira. The Contr.:1ctor ohall move the field office on the oite aD required by the
E!4ty Engineer or hiD repreocntative. The field office muot be furniohcd .dth .:1
telephone (\,'ith 24 hour per duy anm..ering oervice) 3.nd F.'\X ffi.:1chine p3.id for by the
Eentractor, There -i-e--fi&-oep.:1rate pay item for the field office.
A-18 Schedule and Sequence of Construction
The Contractor shall submit to the City Engineer a work plan based only on calendar
days. This plan must detail the schedule of work and must be submitted to the City
Engineer at least three (3) working days prior to the pre-construction meeting.
Section A - SP
(Revised 9/18/00)
Page 5 of 24
The plan must indicate the schedule of the following work items:
, 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.
Identi fy the first work day of each week.
Submittal Dates:
Indicate submittal dates required for all submittals.
4
Re-Submission:
Revise and resubmit as required by the City Engineer.
h.
Periodic Update Submit Updated Construction Progress Schedule to show actual
progress of each stage by percentage against initial Schedule.
A-19 Construction Stakinq
The drawings depict lines, slopes, grades, sections, measurements, bench marks,
baselines, etc. that are normally required to construct a project of this nature.
The major controls and bench marks required for setting up a project, if not shown
on the drawings, will be provided by the City Surveyor or a third party Registered
Professional Land Surveyor.
The Contractor shall furnish all lines, slopes and measurements for control of the
Nurk.
[: during construction it is necessary to disturb or destroy a control point or
bench mark, the Contractor shall provide the City Surveyor 48 hours notice so that
03.1 ternate control points can be established by the City Surveyor as he deems
necessary, at no cost to the Contractor. Control points or bench marks damaged as a
result of the Contractol 's negligence will be restored by the City Surveyor at the
expense of the Contractor.
[t 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 Engineer
prior t~o deviation. If, in the opinion of the City Engineer, the required deviation
would necessitate a revision to the drawings, the Contractor shall provide
supporting measurements ~s required for the City Engineer to revise the drawings.
~he 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 Engineer may require that the Contractor furnish a
maximum of two (2) personnel for the purpose of assisting the measuring of the
completed work.
A-20 Testinq and Certification
All tests required under this item must be done by a recognized testing laboratory
selected by the City Engineer. The cost of the laboratory testing will be borne by
the City. In the event that any test fails, that test must be done over after
corrective measures have been taken, and the cost of retesting will be borne by the
Contractor and deducted from the payment to the Contractor.
The Contractor must prOVide all applicable certifications to the City Engineer.
A-21 Proiect Siqns- Ref: Standard Specification 021010
The Contractor must furnish and install Two (2) Project signs as indicated in
Standard Specification Section 021010. The signs must be installed before
construction begins and will be maintained throughout the Project period by the
Contractor. The location of the signs will be determined in the field by the City
Engineer. All work and materials required for providing project signs shall be
considered subsidiary to other work.
Section A - SP
(Revised 9/18/00)
Page 6 of 24
A-2~ MinoritY/Minority Business Enterprise Participation Policy (Revised 10/98)
~o1icy
It is the policy elf 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
hereJn, both for minority and female participation by trade and for Minority
Business Enterprise.
= Definitions
a. Prime Contractor: Any person, firm, partnership, corporation,
association or joint venture as herein provided which has been awarded a
City contract
b.
Subcontractor;
association, or
labor, services,
foregoing under
Any named person, firm, partnership, corporation,
Joint venture as herein identified as providing work,
supplies, equipment, materials or any combination of the
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.
Minority person(s) must collectively own, operate and/or actively manage,
'lnd share in payments from such an enterprise in the manner hereinafter
3et forth
Owned
(a) Por a sole proprietorship to be deemed a minority business
,"nterprise, it must be owned by a minority person.
(b) Por 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
';1.0% 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).
~~~r~ in Pa~!!ts
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
Section A - SP
(Revised 9/18/00)
Page 7 of 24
d. ~inority: See definition under Minority Business Enterprise.
p Female Owned Business Enterprise: A sole proprietorship that is owned
and controlled by a woman, a partnership at least 51.0% of whose assets
or partnership interests are owned by one or more women, or a corporation
at least 51.0% of whose assets or interests in the corporate shares are
owned by one or more women.
f . Joint Venture: A joint venture means an association of two or more
persons, partnerships, corporations, or any combination thereof, founded
to carryon 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
f 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%
lnterest, 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
Enterprises
work force
collows;
for participation by minorities and Minority Business
expressed in percentage terms for the Contractor's aggregate
on all construction work for the Contract award are as
Minority Participation
(Percent)
Minority Business Enterprise
Participation (Percent)
45%
1.5 %
b. These goals are applicable to all the construction work (regardless of
federal part] cipation) performed in the Contract, including approved
change orders The hours of minority employment must be substantially
uniform throughout the length of the Contract and in each trade. The
transfer of minority employees from Contractor to Contractor or from
proj ect to proj ect for the sole purpose of meeting the Contractor's
percentage is prohibited.
4 S-:(?mpl~anc~
a. Upon completion of the Project, a final breakdown of MBE participation,
substantiated by copies of paid invoices, shall be submitted by the
Contractor to the City Engineer.
b. The Contractor shall make bi -weekly payroll submittals to the City
Engineer. The Contractor is to indicate the percent of minority and
female participation, by trade, which has been 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.
Section A - SP
(Revised 9/18/00)
Page 8 of 24
A-23 Inspection ReQUired (Revised 7/5/00) (NOT USED)
The Contr~ctor oh~ll ~ooure the~ppropri~te building inapectiono by the Building
Inopection Diyioion ~t the v.:lriouo inter.'.:llo of ....ork for ',:hich .:l permit io required
~nd to -aeoure .:l fin.:llinopection .:lfter the building io completed .:lnd ready for
OCCUp.:lRey. Contractor muat. obt.:lin the Certificate of Occup.:lncy, ,...hen .:lPP~~~~~~c.
Section D~ 2 of the Cener.:ll provioiona io hereby .:lmended in that the Co or
muot P.:lY <:Ill feeD <:Ind ch<:lrgea levied by the City'o Building Inopection Department,
o.nd <:Ill. other City feeo, including iJ.:lter/'h.<:IDte....<:Iter meter feeo <:Ind tnp feeD no
CFcqui red by C:ity-~
A-24 Surety Bonds
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
Suret y 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
reinsurer(s) authorized to do business in the State of Texas. The amount
of the bond reinsured by any reinsurer may not exceed ten percent (10%)
of the reinsurer's capltal and surplus. For purposes of this section,
the amount of aUmved capital and surplus will be verified through the
State Board of Insurance as of the date of the last annual statutory
financial statement of the Surety Company or reinsurer authorized and
admitted to do business in the State of Texas. The Surety shall
designate an agent who is a resident of Nueces County, Texas. Each bond
must be executed by the Contractor and the Surety. For contracts in
excess of $100,000 the bond must be executed by a Surety company that is
certified by the United States Secretary of the Treasury or must obtain
reinsurance for any liability in excess of $100,000 from a reinsurer that
is certified by the United States Secretary of the Treasury and that
meets all the above requirements. The insurer or reinsurer must be
listed in the Federal Register as holding certificates of authority on
the date the bond \vas ) ssued "
A-25 Sales Tax Exemption (6/11/98) (NOT USED)
Section B 6 22, .~ Exemption Provioion, is deleted in ita entirety and the
4--o110'..i8g ouboti tuted -i-fll ieu theree-f-o-
ContractS-Eor improyement-f!----to.~___property .:H"~rdcd by the City of Corpuo Chrioti ~
frO_I:. qualify for c](cmptiono of 8~lco, E)(cioc, and l!oc Tal(en un.lc;o ~~c ~~n~~~~~;
CIC~~: ~~ ~:~~~:~ ~ndcr ~ Depurated eontr~ct ~o dcflned by Cectlo 3. 1
3, Tax Adminiotr;:>.tion -ef-Title ...cH, Public Fin.:lnce of the TeJC;:>.o l'.dminiotr;:>.tive Code,
6r-. ouch other ruleD Gf-regulatiefrS- ~o m~y be promulgatcd by the Comptroller of
Public l\.ccounto of To(no,
~~ the Contractorelecto ~oper<:lte~nder Q-&ep;).r;).tcd contr;).ct, he ahall:
't... Obtain the neceooary--B-aleo tux permitD from the 8t.:lte Comptroller.
~.. Identify in the appropri;::Lte op<:lce on the "Ct.:ltement of Hnteri.:llo and Othcr
ChargeD" in the propoo<:ll furm-the coot of m<:lterialo phyoic;llly incorporated
into the Project.
Section A - SP
(Revised 9/18/00)
Page 9 of 24
~ Provide reoale certificateo to ouppliero.
4. - Provide the City ',:i th copieo of material invoicea to aubotantiate the propoaal
~ of materialo.
If the~ractor doea not elect to operate under a oeparated contract, hc muot pay
for all Saleo, EJCcioe, and Uoe Tm(eo applicable to thio Project.
8ubcontractoro
CORlpl i co \Ii th
eertificatc to
eertificatc to
arc eligible for oaleo tax e)(emptiono if the aubcontractor aloo
the -abeV'e--fe€!uiremento. ~. Contractor muat iaaue a reaale
the oubcontractor and the oubcontractor, in turn, iaauea a rea ale
hiD oUppt-~
A-26 Supplemental Insurance ReQUirements
For each insurance coverage provided in accordance with Section 8-6-11 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 cancell~tio~ or material change to:
1.
Name:
City of Corpus Christi
Engineering Services Department
Attn: Contract Administrator
Address: P.O. Box 9277
Corpus Christi, Texas 78469-9277
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
~he City Engineer requests that the Contractor sign the Contract documents.
W~thin thirty (30) calendar days after the date the City Engineer requests that the
(::ontractor sign the Contract documents, the Contractor shall provide the City
Engineer with a certificate of insurance certifying that the Contractor provides
worker's compensation insurance coverage for all employees of the Contractor
employed on the Project described in the Contract.
For each insurance coverage provided in accordance with Section B-6-11 of the
Contract, the Contractor shall obtain an endorsement to the applicable insurance
policy, signed by the insurer, stating that the City is an additional insured under
1:l1e insurance policy. The City need not be named as additional insured on Worker I 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.
Section A - SP
(Revised 9/18/00)
Page 10 of 24
A-27 ResPonsibility for Damaqe Claims (NOT USED)
I\:1ra~ruph- (a) Cener.J.l Liability of Section B 6 11 of the Cener.J.l Provioiono io
,J.ffiended to~
Contractor muat provide builder's risk insurance covera~e for the term of the
Contr.J.ct up to-Qi'id including the date the City finally .J.ccepto the Project or
~c- Builder' 0 ri ok coyerage muot be an ".".11 Riok" form. Contractor RlUot pay
~cooto neceooary--8T procure ouch builder' 0 riok inourance coyeragc,
in~~u~ing any, d,eductible.. The City muot be named .:ldditional inoured on any
pO~lCleo provldln~ ouch Incurance coverage.
A-28 Considerations for Contract Award and Execution
To allow t11e 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:
Whether any ilens nave been filed against bidder for either failure to pay for
services or matenals supplied against any of its projects begun within the
preceding two (2) (ears. 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 t he date of the release of the lien. If any such lien has not been
released, che bidder shall state why the claim has not been paid; and
Whether there are dny outstanding unpaid claims against bidder for services or
materials suppliec1 which relate to any of its projects begun within the
preceding two (2) jears. 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 flat been paid.
A bidder lTlay also be Tt"quired to supply construction references and a financial
statement, prepared no later than ninety (90) days prior to the City Engineer'S
request, signed and dated by the bidder's owner, president or other authorized
party, specifying all current assets and liabilities.
A-29 Contractor's Field Administration Staff
The Contractor shall employ for this Project, as its field administration staff,
superintendents dnd foremen who are careful and competent and acceptable to the City
Engineer
The criterid upon which the City Engineer makes this determination may include the
following:
l 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 not necessarily
limited to, scheduling of manpower and materials, otructur.:ll otccl creatioR,
masonry, safety, coordination of subcontractors, and familiarity with the
architectural submittal process, federal and state wage rate requirements, and
City contract clos~-out procedures.
The Superintendent shall be present, on the job site, at all times that work is
being performed
Foremen, if utiLized, shall have at least five (5) years recent
experience in similar work and be subordinate to the superintendent.
Foremen cannot act as superintendent without prior written approval
from the City.
Section A - SP
(Revised 9/18/00)
Page 11 of 24
Documentation concerning these requirements will be reviewed by the City Engineer.
The Contractor's field administration staff, and any subsequent substitutions or
replacements thereto, must be approved by the City Engineer in writing prior to such
superintendent 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
n<.:;t 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
:(mtract. If the Contractor fails to obtain prior written approval of the City
Engineer concerning any substitutions or replacements in its field administration
5 aff for this Project during the term of the Contract, such a failure constitutes a
cdsis to annul the Contract pursuant to section B-7-13.
A-30 Amended "Consideration of Contract" Reauirements
Jnder "General provisions and Requirements for Municipal Construction Contracts"
~ection B..:..3 -1-_Co!!sideration ~~~)!1tr_act 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:
L A list of the major components of the work;
A list of the products to be incorporated into the Project;
A schedule of values which specifies estimates of the cost for each major
component of the work;
'1
A schedule of anticipated monthly payments for the Project duration.
{:-
)
The names and addresses of MBE firms that will participate in the Contract,
along with a description of the work and dollar amount for each firm; and
substantiation, either through appropriate certifications by federal agencies
or signed affidavits from the MBE firms, that such MBE firms meet the
guidelines contained herein. Similar substantiation will be required if the
Contractor is an MBE. If the responses do not clearly show that MBE
participation will meet the requirements above, the bidder must clearly
demonstrate, to the satisfaction of the City Engineer, that a good faith effort
has, in fact, been made to meet said requirements but that meeting such
requirements is not reasonably possible.
(.
A list of subcontractors that will be working on the Project. This list may
contaln 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
Section A - SP
(Revised 9/18/00)
Page 12 of 24
constltutes a basIS upon which to annul the Contract pursuant to Section B-7-
13
A preliminary progress schedule indicating relationships between the major
components of the work, The final progress schedule must be submitted to the
City Engineer at the pre construction conference;
Documentat ion 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.
C 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 and state, i.e., Texas (or other state) Corporation
or Partnership, and name(s) and Title(s) of individual(s) authorized to execute
contracts on behalf of said entity.
A-31 Amended Policy on Extra Work and Chanqe Orders
Under "General Provisions and Requirements for Municipal Construction Contracts"
~. 8-5 Policy on Extra ,Work and Change Orders the present text is deleted and
replaced with the following
Contractor acknowledges that the City has no obligation to pay for any extra
work for which a change order has not been signed by the Director of
Engineering Services or his designee. The Contractor also acknowledges that
the City Engineer may authorize change orders which do not exceed $25,000.00.
The Contractor acknowledges that any change orders in an amount in excess of
$25,000.00 must also be approved by the City Council.
A-32 Amended "Execution of Contract" Requirements
Under "General Provisions and Requirements for Municipal Construction Contracts"
B 3 -5 E~ecu.~io~o~...contract add the following;
The award of the Contract may be rescinded at any time prior to the date the
City Engineer delivers a contract to the Contractor which bears the signatures
of the City Manager, City Secretary, and City Attorney, or their authorized
designees. Contractor has no cause of action of any kind, including for breach
of contract, against the City, nor is the City obligated to perform under the
Contract, until the date the City Engineer delivers the signed Contracts to the
Contractor,
A-33 Conditions of Work
Each bidde r
completion
obligation
attend the
must famil1arize nimself fully with the conditions relating to the
of the Project, Failure to do so will not excuse a bidder of his
to carry out the provisions of this Contract. Contractor is advised to
Pre-Bid Meetinq referred to in Special Provision A-I.
A-34 Precedence of Contract Documents
In case of conflict 3n 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 Technical
Specifications 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 speci fica t ions, :mch as the Texas Department of Public Transportation
Section A - SP
(Revised 9/18/00)
Page 13 of 24
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 USED)
A.--- Vioitor/Contr~ctor Orientation
Prior to performing 'lark ~t ~ny City ....~ter facility, the Contractor, hie
oubcontr~ctoro, ~nd each of thcir employeeo muot have on their peroon ~
valid card certifying their prior attendance at a Vioitor/Contr~ctor
Safety orientation Program conducted by the City Water Department
Peroonnel.-A- ':ioitor/contractor Safety Orientation Program \Jill be
offered by authorized City Water Department peroonnel for thooe peroono
..'ho do not h.:lve ouch .:l c.:lrd, ,:md ....ho deoire to perform any '.Jor]. .dthin
:my City ...:lteI:' f.:lcility. Por .:ldditional information refer to AttacbmeBt
1.
~ Operation of City Owned Equipmont
The Coatractor shall net start, operate, or step any pump, meter, valve,
oquipment, -s-witch, brealter, control, or any other item related to City
wator facility at any time. .'\11 ouch itema must be operated by an
operator or other authorized maintenance employee of the City Water
Department ,"
F~. - protect.ion of Water Quality
The City muot deliver ~ater of drinking quality to ita cuotomero at all
t~.--The Contractor ahall protect the quality of the ....ater in the job
aite .:md ohall coordinate ita '.JOr}. '.lith the City Water Department to
protect the quality of the water.
~ Conformity with ANSI/NSP Standard 61
All materialo .:J.nd equipment uDed in the repair, reaoaembly,
tr,::moportation, reinotallation, and inopection of pumpo, or any other
i temo, ....hich could come into contact with potable '..'ater, FRUot conform to
l\mcrican National 8tandardo Inotitute/National Sanitation Foundation
(}\NSI!NSF) 8t.:mdard 61 .:10 deacribed in the Standard Cpecificationo.
Such materiala include all oolyents, eleanora, lubricants, gas]tots,
~hroad compoundo, coatingo, or hydraulic equipment. These items muot not
be uoed unloaD they conform ,dth ANSI/NSF Standard 61 and u81e8s ouch
itema are inspected on the oito by authorised City personnel immediately
prior ~~
The Contractor ohall provide the Engineer '.lith copieD of '.:ritten proof of
J\NSI/NCF Standard 61 ;)pproval for ;)11 FRaterl;)lD '.:hich could come into
cont.:J.ct '.lith potable \.';:lter.
~ Handling and Disposal of Trash
All traoh generated by the Contractor or hiD employceo, agcntD, or
Bubcontractora, muot be contained at all timeo at the ....ater facility
aite. Blo',dng traDh \:ill not be allO'...ed. The Contractor ahall keep work
.J.reaD clean at all timeD ;:Ind remove all traoh daily.
Section A - SP
(Revised 9/18/00)
Page 14 of 24
CONTRACTOR'S ON SITE PREPAn:.TION
~-- Contractor I 0 peroonnel muot ',;eur eolorcd uniform overalll3 other than
orange, blue, or ',;hi te. Eaeh eJllIlloyee uniform must pro.,ride company nama
and indi7idual employeo idontification.
&,-. - Contractor ofi.a-l-l-. pro'v'ide telephoneo--E-er- Contractor peroonnel. Plant
telephoncs arc not availablc for Contractor UDC.
H-,---- Working houro ',/ill be 7.00 A.H. to 5.00 P.M., Honday thru Friday.
-h-- Contractor muot not uoe any City -- facility reotroomo. Contractor muot
provide mm oanitary facilitieD.
Jo- All Contractor vehiclen munt be parked at denignated oite, aD deoignated
by City Wate~ Department otuff. ^ll Contractor vehicleo muot be clearly
labeled '.lith company name. No private employee yehiclco arc allm:ed at O.
N. Etevenn ','later Trcatment Plant. 1\11 peroonnel muot be in company
vchieleo. Durrng:,,'orking houro, contractor cmployeeo muot not leaye the
denignated conotruetion area nor \,'under through any buildingo other than
for required ..- ',lode or --as . directed by City Water Dep:1rtmcnt pcroonncl
during emergcHey- evaeu:1tion.
K-...- Contractor Qualifi~j..ono__~~_ (8UPBRVICORY CONTROL l\ND D.".T.".
A..QQ.l!!.~ !'!:.!9~
l'JIY worle 4;-e--.t-fte- computer baned moni tor ing and control oyotem muot be
performea--Elflly-----By- qualified technicul and oupervioory peroonnel, ,:UJ
determined by meeting the qualificationo 1 thru 9 belm.. Thio '...ork
includeo, but--+e---H-&t=- limited to, modific:1tiono, :1dditiono, changeo,
gelectiono..-furftis-~. inotalling, connecting, programming, cuotomizing,
debugging, cCllibFating, or pl.:icing in operation :111 hard\{:1rc :1nd/or
ooftware opec~d or required by theoe opecifieationo.
The Contractor or --fH:-s-oubcontractor propooing to perform the 8C,'\DA \lOrle
[Runt be abl-e-tO demonotrate the fol1m/ing.
h-----Re--:i-s- regularly enguged in the computer baoed monitoring and
control oyntem buoineon, preferably aD applied to the municipul
',/aterafl€l--- \Kl.OtC',Jater indun tr-y-;-
:6~- He haD performed ,Jerk on oyotemo of comparable oize, type, and
complexity aD required in thio Contract on :1t leaot three prior
projee-t-s-,-
3-~- He haD been actively engaged in the type of \lorJr opecified herein
~~ leaot 5 yearo.
4-,-- He empl-eyB-a- Regiotered Profeooional Engineer, a Control Cyotemo
EngineeT,-er an Electrical Engineer to oupervioe or perform the
vork required bythio opecificationo.
S- ~-----He- employo peroannel an thio praj ect \;ha have ouooeoofully
completed. a m:1nufacturer '0 tr:1ining courDe in configuring and
implementing the opecific computero, RTUC'o, and ooft~.~re propooed
for thc Contract.
S .-----He-- m~intain!J ~ perm:1ncnt, fully ot~ffed and equipped Der.rice
facility within 100 mileD of the Project oitc to maintain, repair,
calibrate, and program the oYDtemo opecified herein.
"___ ---He-- oh~ll - furnioh equipment -'.:hich in the product of one
rnanuf~cturer . to the m~]cimum practical extent. Where thio io not
practiea-l-,- .:111 equipment of a given type ',/ill be the product of
ene--manufacturer-.
Section A - SP
(Revised 9/18/00)
Page 15 of24
&-,--- Prior --performance at the O. N. ete','ens Water 'I're.:ltRlent Plant .:ill
be used in evaluating ....hich Contractor or subcontractor programs
the new ~ork for this Project.
~ The Contr;]ctor oh;]ll produce ;]11 filled out progr;J;mming blocka
~f'ed to ohm. the progr;]mming ;]s needed ;]nd required, to .:ldd
t-fi€-Se t~.'O syoE-effig to the e}cisting City SCADA syatcRl. .".ttuched ia
aft example of the required progr;J;mming blocks \.hich the City
-r~-e-&-to be filled in ;]nd given to the City Bngineer ',:ith 0.11
changea Rl;]de during the programming ph;]sc. The attuched sheet io
aft-- cxaH1plc ;]nd ia not intended to sho',. all of the required ahecto.
The Contr.:lctor '.Iill provide ;]11 programming blocks used.
In- -- Trenching Requirements
^ll trenching for this project .J.t the O. N. Stevens W.J.ter Tre.J.tment Pl.J.nt
oh.J.ll be performed using ;] backhoe or h;]nd digging due to the number of
cxisting underground obstructions. No trcnching Rl.J.chines shull be allo'./ed
on the project.
A-36 Other Submittals (Revised 9/18/00)
~~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 transmit
six (6) copies of each submittal to the City Engineer or his designated
representative. The City Engineer will retain three (3) copies.
b,
Reproducibles In addition to the required copies,
required above, the Contractor shall also submit one
transparency for all shop drawings
six (6) copies
(1) reproducible
C Submittal Transmittal Forms: Contractor shall use the Submittal
Transmittal Form attached at the end of this Section; and sequentially
number each transmittal form. Resubmittals must have the original
submittal number with an alphabetic suffix. Contractor must identify the
Contractor, the Subcontractor or supplier; pertinent Drawing sheet and
detail number(s), and specification Section number, as appropriate, on
each submittal form,
d Contractor's Stamp: Contractor must apply Contractor's stamp,
appropriately signed or initialed, which certifies that review,
verification of Products required, field dimensions, adjacent
construction work, and coordination of information, is all in accordance
with the requirements of the Project and Contract documents.
e Scheduling: Contractor must schedule the submittals to expedite the
Project, and deliver to the City Engineer for approval, and coordinate
the submission of related items.
f Marking: Contractor must mark each copy to identify applicable products,
models, options, and other data. Supplement manufacturers' standard data
to provide information unique to this Project.
9 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.
Section A - SP
(Revised 9/18/00)
Page 16 of24
Resubmittals Contractor must revise and resubmit submittals as required
by City Engineer and clearly identify all changes made since previous
submittal
, .
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.
Sampl.es: The Contractor must submit samples of finishes from the full range of
manufacturers I standard colors I textures, and patterns for City Engineer I s
selection.
T~s!:-. andg~<3:i! Re:f)ort
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_J ~latec!~~mentwill~not be apprc>yed for use on the proj ect.
A-37 Amended "Arranqement and Charqe for Water Furnished bv the Citv"
Under "General provisions and Requirements for Municipal Construction Contracts",
B 6_-15 _~rra~ment an~Charg~~()I_Vl~ter_ Fu:rnished by the City, add the following:
"Arrangements for the use of City Water includes the payment of the appropriate
deposit(s) for fire hydrant meter(s). City Water Department forces will install
the meters and move them from location to location based on the contractor's
request. Arrangements to move fire hydrant meters must be made a minimum of one
week prior to the need to move the meter. The Contractor is hereby advised that
other Water Department activities take precedence over the moving of fire
hydrant meters. The Contractor shall schedule his work or arrange for a
suffi ient number of fire hydrant meters so as not to delay the progress of his
work
"The Contractor must comply with the City of Corpus Christi's Water
Conservation and Drought Contingency Plan as amended (the "Plan"). This
includes implement ing water conservation measures established for changing
conditions. The Clty Engineer will provide a copy of the Plan to Contractor at
the pre-construction meeting. The Contractor will keep a copy of the Plan on
the Project site throughout construction."
A-38 Worker I s Compensation Coveraqe for Buildinq or Construction Proiects for
Government Entities
The requirements of "Notice to Contractors B'" are incorporated by reference in
this Special Provision.
A-39 Certificate of Occupancy and Final Acceptance (NOT USED)
The ioou.:lnce of -a-€ertific.:lte of oceup,),ncy for improvemento doeo not conotitute
fin,),l ,),cccpt,),nce of the improvemento under Ccner,),l Provioion B 8 9.
A-40 Amendment to Section B-8-6: Partial Estimates
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
Section A - SP
(Revised 9/18100)
Page 17 of24
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
C::mtractor 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 & Requlations
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 (9/98)
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 agent 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 Chanqe Orders (4/26/99)
Should a change order (sl 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 cost and breakdowns, cost of materials
and equipment, wage rates, etc.). This breakdown information shall be submitted by
t~be Contractor as the basis for the price of the change order.
A-45 As-Built Dimensions and Drawinqs (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
one set of direct prints, marked with red pencil,
dimensions and locations of all work constructed. As a
drawings shal include the following:
furnish Owner with
to show as-built
minimum, the final
Horizontal and vertical dimensions due to substitutions/field
changes.
]j. Changes in equipment and dimensions due to substitutions.
IjL Deletions, additions, and changes to scope of work.
lV. Any other changes made.
Section A - SP
(Revised 9/18/00)
Page 18 of 24
A-46 Disposal of Hiqhlv Chlorinated Water (7/S/00) (NOT USED)
The Contractor ohall bc reoponoible for the diDpooal of yater uDed for teoting,
dioinfection and line fluohing in an approved manner. Contaminanto in the ~later,
F'dFH-cularly high levelo of chlorine, '.<ill be uDed for diDinfection, and may exceed
toe permiooible li~n-f.er diocharge into \:etlando or environmentally oenoitive
,)reao. TheDe arc regulated by oumerOUD agencieo ouch ao nrncc, EI\."., etc. It '..-ill be
the Contractor'o reoponoibility to comply ~lith the requiremento of all regulatory
agencieo in the diopooal of all~er uoed in the project. The methodo of diopooal
shall be oubmitted to the City for approval> There ohall be no oepurate pay for
diopoDal of highly chloHfla~,.Jater. Contr.:let;e.r ahall not uoe the city'o aanitury
fJC',Jer oyotcm for dioposa-l----Bf--eentaminated '.later.
A-47 Pre-Construction Exploratory Excavations
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 proj ect and Contractor shall survey the exact vertical and
horizontal location of each crossing and potentially conflicting pipeline.
Fur existlng pipelines which parallel and are within ten feet (10') of proposed
pipelines of the project, Contractor shall excavate and expose said exiting
pLpelines 3.t a maximum of 300 feet O.C. and Contractor shall survey the accurate
horizontal and vertical locatIons of said parallel pipelines at 30Q-feet maximum
Contractor shall. then prepare a report and submi tit 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
Engineer and until Contractor receives Engineer'S approval of report.
Exploratory
associated
established
survey work
excavations shall be paid for on a lump sum basis. Any pavement repair
with exploratory excavations shall be paid for according to the
until price of pavement patching. Contractor shall provide all his own
effort (no separate pay) for exploratory excavations.
A-48 Overhead Electrical Wires (7!S/OO)
Contractor shall comply with all OSHA safety requirements with regard to proximity
of construction equipment beneath overhead electrical wires. There are many overhead
'",ires crossing the construct ion route and along the construction route. Contractor
shall use all due diligence, precautions, etc., to ensure that adequate safety is
provided for all of his employees and operators of equipment and with regard to
ensuring that no damage to existing overhead electrical wires or facilities occurs.
Contractor shall coordinate his work with CP&L and inform CP&L of his construction
schedule WIth regard to said overhead lines.
Some overhead lines are shown in the construction plans, while others are not. It
shall be the Contractor s sole responsibility to provide for adequate safety with
regard to overhead lines whether shown in the plans or not.
Section A - SP
(Revised 9/18100)
Page 19 of 24
A-49 Amended "Maintenance Guaranty" (8/24/00)
Under "General Provisions and Requirements for Municipal Construction Contracts",
B 8 -11- Maintenance -9uar.anty, add the following:
"The Contractor I 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 Trench Safety
11 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-S~ Existing Manhole Conditions
The following information is based on discussions with various current and former
City personnel.
1) Manhole 9905 . This manhole was originally constructed with a 6'x6' concrete
vaul t and 4' dia brick manhole above it. In 1998, the brick manhole was
removed as well as the top of the vault and a 5' dia. fiberglass reinforced
manhole installed inside the vault. The excavation was backfilled with cement
stabilized sand. Subsequently, the manhole began sinking necessitating
emergency repairs These repairs consisted of the removal of the fiberglass
manhole and the vault to the base, placing additional concrete to expand the
base, placing an 8' dia. fiberglass manhole, and backfilling the excavation
with cement stabilized sand. The connected lines have been rehabilitated by
the pipe insertion method. The 48" concrete pipe has a 42" Hobas pipe liner
and che 30" pipe has a 27" Vylon liner. The annular spaces between the two
pipes wese filled with grout.
2) Manholes 10359 and 10369 - These manholes were originally 4' dia. brick
manholes. In 2004, these manholes were rehabilitated by insertion of 42" dia.
fiberglass manholes and filling the annular space with grout. The connected
lines have been rehabilitated. At MH 10359, the downstream 30" line has a 27"
Vylon liner and the upstream 24" line has cured in place liner. The 12" line
has not been rehabilitated. At MH 10369, both lines have cured in place
liners ..
A-52 Dewatering
Sods investigations near Manhole 9905 indicate the presence of groundwater. However
previous work on this manhole was accomplished with the use of multiple electric
pneumatic pumps. The contractor shall be required to adequately control the
groundwater to provide a solid foundation.
Should well pointing be required, payment will be made at the contract unit price
for Well Pointing as listed in the proposal. Payment will be made at the unit price
per linear foot of header pipe installed. Payment shall be full compensation for all
Jabor, materials, tolls and incidentals necessary to complete the installation
operation and removal of the well point system.
Water removed form the excavat ion shall be disposed of into the sanitary sewer
system. The contractor shall contact Mark Shell at the Wastewater Department (857-
Section A - SP
(Revised 9/18/00)
Page 20 of 24
1817) to ,jbtain a no cost' permit for the discharge. The permit requires an
estimation of the quantIty of flow being discharged into the wastewater system.
~-53 Bypass Pumping Operations
Based on prior cleaning operations in the area, the lines in the project area are
f Lowing approximately one-hal f full during average daily conditions. Bypassing
pumping wi1l be required. The bypass pumping system shall be capable of handling the
flow conditions at all times. The contractor shall neither anticipate nor expect
assistance or advice from the City of Corpus Christi Wastewater Department
staff/personnel and shall be wholly responsible for the operation and maintenance
" all bypass pumping se/stems.
t shall be the contractor's responsibility to design and submit for City approval a
bypass pumping system plan. prior to its installation. At a minimum, the bypass
pumping system plan sha 11 incl ude:
1) Size. type, and rating of pumps
2) Size and type of inlet and discharge piping
])Approximate location (schematic) of bypass line routings if different than the
recommended bypass line loutings shown on the plans.
4) General arrangement/type of additional support equipment
A-54 Pavement Restoration and Project Clean Up
It is the Intent of the plans and specifications that any and all areas within the
] Imits 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, they shall be
replaced with the same types and thicknesses of materials as the existing pavement.
Where concrete pavements, sidewalks, curbs, etc., are damaged, the replacement shall
as a minimum conform w.lth the City standard details and standard specifications
available on file with the Department of Engineering Services. For work within TXDOT
right of ways, the pavement repairs shall conform to their standards. 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
l accordance with appl1cable City standard specifications, as determined by the
Engineer All lawns or other grassed areas, concrete or asphalt driveway,
vegetation area disturbed by construction operations for the items mentioned above
shall be ,estored to ts original condition unless directed otherwise by the
Engineer
The Contractor may be requ.lred to perform "clean ups" of the entire project or
sections of the proj ect during the course of construction, as directed by the
Engineer Upon completion of construction, the Contractor shall perform a final
c ean 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
- ean-up shall be considered subsidiary to the various bid items, therefore, no
d rect payment shall be made
A-55 Cleaning of lines
Upon completion of the repairs to the lines and manholes, the man holes and
adjacent lines shall be cleaned and televised in accordance with Technical
Specifications 27900-T and 27901-T Additionally the line along Navigation
Boulevard from Old BrownsviJle Road to Bear Lane shall be cleaned and televised.
Section A - SP
(Revised 9/18/00)
Page 210124
A- 56 Errors and Omissions
The Contractor shall carefully check these specifications and the Contract Drawings,
and report to the Engi neer any errors or omissions discovered, whereupon full
instructions will be furnished promptly by the Engineer. If errors or omissions are
3C 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
:;')st, the Contractor shall be compensated for such increase in cost as provided
e sewhere.
rhe Contractor shall bear the expense of correcting any errors and omissions on the
d,-awings or specifications, which are not discovered or reported by the Contractor
p.t lor to construction and which, in the opinion of the Engineer, could have been
dLscovered by reasonable diligence on the part of Contractor. It is the intent of
r::his Contract that all work must be done and all material must be furnished in
dccordance with general Ly accepted practice. Further, it is the intent of the
Contract Documents that the Contractor shall perform all work to complete the
project ready for its intended use.
A. 57 Lack of Information
[j the Bidder feels that there is insufficient information in order for him to
prepare his bid and/or construct the work, he is required to make a written request
for additional information. All costs associated with the pre-bid investigation
shall be borne by the Bidder, with no compensation from the City. The Contractor
shall not use the lack of information as a basis for requesting extra compensation.
A-58 Amended General provisions B-2-7 Preparation of Proposal
The Bidder has the option of submitting a computer-generated printout in lieu of the
Proposal Sheets showing the Bid Tables. The printout will list all bid items
including any options and additives) contained on those sheets. The printout will
be substantially in the form attached to these specifications. If the Contractor
chooses to submit a printout, properly completed remaining pages of the Proposal
shall accompany the printout.
In addition, the printout shall contain the following statement and signature
immediately following the Bid Summary:
(Contractor) certifies that the unit prices
shown- on this- prirltout for -bia.- items (including any option and additive)
contained in this proposal are the unit prices intended and that its bid will
be tabulated using these unit prices and no other information from this
printout. .. . .... (Contractor) acknowledges and
agrees thatthe-TotalBidAmountshown willbe read as its Total Bid; and
further agrees that the official Total Bid amount will be determined by
multiplying the Quantity (Column II) in the Proposal by the corresponding Unit
Price (Column IV), and then Totaling all the extended amounts.
(Signature)
(Title)
(Date)
Section A - SP
(Revised 9/18/00)
Page 22 of 24
A-59 Measurement and Payment of Subsidiary Items of Work
Unless specifically included in the Proposal, the measurement and payment
tequirement:s indicated n the individual standard specifications for any work do not
apply, and the cost of this item of work shall be included in the cost of the item
~ work tr which it is subsidiary.
Section A - SP
(Revised 9/18/00)
Page 23 of24
PROJECT,
SUBMITTAL TRANSMITTAL FORM
SANITARY SEWER MANHOLE REPLACEMENT- OLD BROWNSVILLE ROAD/ OMAHA
~R IVEJ.f I TY PROJECT NO. 7335 )
OWNER:
CITY OF CORPUS CHRISTI
ENGINEER:
HDR ENGINEERING.{_INC-.:.._._
CONTRACTOR:
SUBMITTAL DATE:
SUBMITTAL NUMBER:
APPLICABLE SPECIFICATION
OR DRAWING
SUBMITTAL
~--'-------'- -_.._._---~-_. --_.~_._-_..- ---
-'... ~- --- --- -- -~_'__ .__ ... ___.w_______~____
--"-"'-"'~'- -- _._--~ --.---_.._ - _n _.._______
Section A - SP
(Revised 9/18/00)
Page 24 of 24
A TT ACHMENT I
SAMPLE COMPUTER GENERA TED
PROPOSAL SHEETS
SAMPLE
COMPUTER PRINT -OUT
DEL MAR AREA STREET IMPROVEMENTS PHASE rn
OCTOBER 23. 1996
(YOUR COMPANY'S NAME HERE)
I n ill IV V
Bid Item Qty. Item Description Unit Price in Bid Item Ext
Units FilM'CS Qtv. X Unit Price
AI 37.475 SY Street Excavation 00.00 00.00
A2 5,033 SY 68 Cement STEL Salvage Base 00.00 00.00
Etc.
Etc.
Etc.
021 33EA Manhole Inserts 00.00 00.00
Sub- Total Base Bid "0" Items (Items DI-D21)
Sub- Total Base Bid" A" Items: $
Sub- Total Base:: Bid "B" Items: $
Sub-Total Base Bid "e" Items: $
Sub. I otaI Base Bid "D" Items: $
Iotal Base Bid Items: $
Attachment No. 1
Page 1 of 1
SUPPLEMENTAL SPECIAL PROVISIONS
(NOr-r USED FOR THIS PROJECT)
SECTION C
FEDERAL WAGE RATES AND
REQUIREMENTS
Page 1 of2
eneral DecisIon Numbe TX030039
06/13/2003 TX39
Jperseded General DecJsion No. TX020039
ate TEXAS
JDst ruct cn Type'
HEAVY
unt'y' (le.'.
JECE:c;
SAN [)ATR::C1 ()
~~AVY CONSTRUCTION PROJ~CTS (including Sewer and Water Line
nstructlon and Dralna:je Fro:jecc.s)
tvlc'(hflcatJ)n Number
o
Publication Date
06/13/~:O(J3
CCUNTY lies)
NUECES
SAN P:,TRICIC
~; iTX2052A
L2/0J/ICJg'
CARPENTERS ExcludIng Form
c'ttlnq)
Rates
Fringes
$ 9.05
C0NCRETE FINfSHER
7.56
EU"CTRTCIAN
13.37
2.58
LAHORERS:
. orruno n
'lllty
5.64
7.68
POWER EQUIPMENT OPERATORS
backhoe
~'1otor Grader
9.21
8.72
WELDERS - Receive rate prescrIbed for craft performing
ope! ation tc which weldinq is incidental.
---- ---- -- --- - -.------ --------------------------
Unl sted clctSSifications needed for work not included within
the scope at the classifi:ations listed may be added after
award only as provided in the labor standards contract clauses
(L'3 CFR 5. 5 (a) (1) (i i I ) .
--- - -- -- --- ---- - -.
-------- - --------- -----------------
Ir he listillCJ above, the "SU" desIgnation means that rates
lis.ed under that identif er do not reflect collectively
barqained wage and frillge benefit rates. Other designations
indJ c:ate uniuns whose rat's have been determined to be
PrE'\ aillng.
WAGE D~TERMJNATION APPEALS PROCESS
1.) Has thero been an Initial decision in the matter? This can
be
* 3r existIng published wage determInation
* 3 survey underlying a wage determination
http://www. wdoI. gov/wdol/scafi les/davisbacon/TX39 .dvb
R/Q/')O(),
Page 2 of2
'l Wage and Hour Division Letter setting forth a
POSItJOn on a Vlage de~ermlnation matter
· -i conf:)nnance iaddlti 'nal clJssif1cation and rate)
'1.1l1nc;
Surve; elated matte; s, Lnl'~ial :ontact, including requests
F r summar res of survey~' sh:::lu I d be with the Wage and Hour
:~'~,:;ional Office for the3.red 1:1 wruch the survey was conducted
b' :ause 'h, 5e Regional ffices have responsibility for the
).] is-Baco: survey progl am. 1 t the response from this initial
ntacl lS not satisfactory, then the process described in 2.)
<Ii j 3. 'h"uld be f.::)]Lov'ed.
Wl h regard to any other matte] not yet ripe for the formal
pr'cess described here, lnitla] contact should be with the Branch
(lr '::onstruction Wage Det'?rminat lons. Write to:
Branch of Construction Waqe Determinations
Wage and Hour DiviSion
U. S. l)epartment of Labor
200 Constitution Avpnue. N. W.
Washinqton, 0 C 021
2. If the rlnswer to the question in 1.) is yes, then an
interested party (those lffected by the action) can request
re~lew and reconsiderati 'n from the Wage and Hour Administrator
(5'~p 29 CFR Part]. 8 and 29 i:FR Part 7). Write to:
Wage and Hour Administrator
U.S. Departmenr of Labor
2 0 Constituticn Avenue, N. W.
Washington, D. C. 20;'10
Tiw request should be accompanIed by a full statement of the
irlterested party's position and by any information (wage payment
dat el, prOJer.t descriptior. area pract Lee material, etc.) that the
requestor considers relevant to the issue.
3 ' If thE decision of the Administrator is not favorable, an
interested party may appedl directly to the Administrative Review
Board (formerly the Wage Appeals Board). Write to:
AdministratIve Review Board
U. S. Department of Labor
200 Consti1~utiorl Avenue, N. W.
Wa.'.;hington, D. 0210
4.) r\II decisions by the l\dministrati ve Review Board are final.
[,NO Of' GENERAl DECISION
http:'!www.wdol.gov/wdol/scafiles/davisbacon/TX39.dvh
Q IO/')flfI-C
A G R E E MEN T
THE STATE OF TEXAS ~
COUNTY OF NUECES ~
THI~ AGREEMENT LS entered into this 25TH day of OCTOBER, 2005, by
and between the CITY OF CORPUS CHRISTI of the County of Nueces, State of
Texas, 3cting throuah its duly authorized City Manager, termed in the
Crntracr:: i)ocuments as " it y," and Big State Excavation, Inc. termed in
the Contract Documen's as "Contractor," upon these terms, performable in
N,leces CO'mty, Texas:
In crlnsideration of the payment of $1,093,730.00 by City and other
01: L iga t io s of City as set out herein, Contractor will construct and
complete ertain improvements described as follows:
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
PROJECT NO. 7335
(TOTAL BASE BID + ADO. ALT. No.1: $1,093,730.00)
according to the attached Plans and Specifications in a good and
workmanlike manner for the prlces and conditions set out in their
attached bid proposal supplying at their expense such materials,
se rvices / labor and lnsurance as required by the attached Contract
Do(;uments, including::)Verseeing the ent ire job. The Contract Documents
in lude this Agreement, the bid proposal and instructions, plans and
specifications,
including all maps,
plats,
blueprints,
and other
drawings, the Performance and Payment bonds, addenda, and related
I
,
documents all of which constitute the contract for this project and are
made a part hereof.
Agreement
Page 1 of 2
i H'-JL "- (/ ..:i":J
CIX~ OF CORPUS CHR~STI
BAN;[TAR~ SKnR. KARBOLB UllLACaMBN'r
OLD DItONB8V'ILLB ROADI OIDUIA D:QIVlil
I II III IV V
j UNIT PRZCJE BID ITEM EXTENSION
BID QTY & , (QTY X UNIT PRICE
ITEM UNIT DBSCRIPTION IN FI!1t1RES IN' PXG'tmBS)
Mobilization!
Demobilization, and 8onds,
p-.l ~ complete in place per ~ump' L$ $ ldS,DOo,oo
LS Sum
. Demolition of Existing 00
A2 EA Manholes, per Each $ '000 - $ '1-"1,000 . 00
--.
. Concrete Manhole Support
A3 EA Foundation, complete in 't'30D ~
place per ~ $ $ '2.') 9.00 # 00
f-- Drilled and Cased Concrete
271 Piling, complete in place oC>
A4 VF per ver.tical Foot $ ~~O- $ '1~) eSO.OO
Special Fiberglass
1 Reinforced Plastic (FRP)
AS Manhole r complete in place $ OD J/5~oc~ ell
BA per Each 1,5;000 $
f---.-- S'Dia. Fiberglass Reinforced
A6 2 Plastic (FRP) Manhole,
ElA COmplete in place per Each $ Jl"t JOUQ, dO $ a. b 53 ~J. 60Q,,~
80 48" FRP Sanitary Sewer
A7 LF Gravity Main, COmplete in ~ , 40 2! '=>9 .c.OO ,00
place I per linear foot. S
80 30" PVC Sanitary Sewer
A.8 LF Gravity Main, complete in $ lo~2! $ 51,4Do.o-o
place, per linear foot.
120 24" PVC Sanitary Sewer
AS LF Gravity Main, COmplete in
place, per lineal:' foot. ()P ~J 000.00
$ 5'00 - $
f---. 12" PVC Sanitary Sewer
20
AlD LF Gravity Main, complete in $ 00 $
tllaoe, per linear foot. 350- 1) OCsD.o"O
All 3285 Clean Sanitary Sewer Gravity $ 4~ $
LF Mains I per linear foot. \ "'3 J 140,1)0
3285 Inspect and Televise
A12 LF Sanitary Sewer Gravity $ i~ $
Mains I per .:linear foot. '3, \40. 00
r----
300 Trench Safety fo~
A13 Excavations, per linear DO
LF foot. $ 2- $ (POO,OO
BASE BID
REVl'Sl!:O
PROPOSAL FORM
PAGE 3 OF 9
ADDENDUM NO.2
Attachment No. 5
Paa8 3 of 9
CITY OF CORPUS CHRISTI
SANI'1'AR.'r SDBD. KAmIOLIll aDLACJIOQr.r
OLD BROWNSVtLLB ROAD/ OKABA nnlvm
BASE BID
( CONTINUED)
-.---.-.-.-
T .u III IV V
"
B:m QTY & WIT PRICE BID ITEN EX~ENSION
ITRM UNIT DESCRIPTION IN J'I:GtJRIlS (QTY X UNIT PRICE
I:t4 l!'1:GUQS)
AJ4 3 Trenoh Safety for $ ~OOO 99
EA Structures, per each $ C[ooo.OO
A15 1 Traffic Control Measures, .-9
LS per lumo $um $ '5"000 $ '5000.00
A16 150 Well Pointing I per linear 00
LF foot $ ~O- $ 4'500.00
'"---.--------.....-.
TOTAL BASE BID (I~ems Al through A16) t
$ 901 ~J30. CO
. .
REVISID
PROPOSJl.L FORM
PA.GE 4 OF 9
ADDENDUM No.2
Attaohment No.5
Page4of9
ADDITIVE ALTERNATE NO. 1
..----1-.. ---r----- III IV V
I , II ,
- ---+-
UNIT PRICE BID ITEM EXTENSION
:aID QTY & (QTY X ON! T ErRI CE
ITEM UNIT DESCRIPTION IN FIGURES IN FIGURES)
,
f..--__ 1---- I Manhol@ No. 2~26 Replac@m@nt,
AAl LS
including:
· Complete removal of the
existing manhole including
compl@t@ r@moval of existing
foundation.
· Install Ctty P%Qvided new 8
ft. d1amete~ fiberglass
reinforced polyester (FRP)
manhole locat@d at Titan Pipe
Co~any, 8213 up Rive~ Road
· Install conorete foundation,
set at proper elevation to be
dete:tminecl in field and
approved by Ci ty
(&iproximately one (1) ft
ad ustment per Geot@chnical
R@port
· Remove and re~lace eXistinl
36N VCP pipe (w2.th 36" .wc 0
25-C90S pipe and 8" ~ SDR 26
Heavy wall Pi~) up to 50'
upstreu and 0' downstream
for 36" p1pe and 20' upst.ream
a.nd 20' downstream for 8" pipe
(inoludin~ lateral tie-ins and
all drop connections)
· Install a new invert, new
frames & oove~s, concrete
collar, and flOWable fill
· Removal ~ rep1acuuant of
pa?...n~~v-..nt repairs with
full dep saw cuttill9 of all
asphal ~'f'eaent and aiU.nimum
4" o~ pavement repair
· :Bypass P~ihi including
no.ise eont:to. 0 street:
.1nterseotiot\. shall b.
blooked. All piping '1::0 he
installed balow pav-.ent at
int.~BeotiOb. and backfilled
with o...nt stabilized .and
and oveZ'lay.d wi th a mi..niJnum
4H of RNac pave.ent.
· Well pointing/ ineludinq
noise contl:'ol
· Traffie oontrol
· And any other i t-.. reCIUired
to pZ'oduoe .. new aaDbol. per
Oi ty W..tewat:er St:andard
Si:eifications, c~lete, in
p aOe, ready to use, per !!!!!!2 LS $ 105,000,00
sum
R,li:'\f:t.S8D
PROPOSAL FORM
PAGI!: 5 01" 9
ADDENDUM No.2
Attachment No.5
Page 5 of9
I II III IV V
~
BID QTY & UNIT PRICE BID ITEM EX~NSION
I'1'EM UNIT DElSCRIP'l'l:ON IN FtGURli:S (Q'l'Y X UNIT PRICE
l:N Fl:GtmES)
"-
50 20~ $
AA2 LF Trenoh Sali~ty $ } 000. 00
"--
Pre and Poet Construction
AA3 LS Cl@aning and CCTV $ LS $ 40ro.oo
i (ApproX1.ately 200 LF)
TOTAL ADDITIVE ALTEMATE NO. 1 (Items AAl-AA3) :
$-1 '\O~jOOO. D<2
No~e: Contractor to notify in writing LOCAL AREA Residents seven (7)
days prior to commenoinq construotion.
REVISED
PROPOSAL FORM
PAGE 6 OF 5l
ADDENDUM No.2
Attachment No.5
Page 6 of9
The ~ntla t r 11 commence work within ten (10) calendar days from
j te the\ receive written w K order 1nd will complete same within 180
CALENDAR DAYS after:or:struct !1 is bt=::gun.
Should Contractor default,
, ntrac'~c
ma I ;)E j ae l e f I liqui cia ed damages as set forth in the
(' ntrac'::.)ocument~.
(::i1~'y wil. f'a
ont ract rln current funds for performance of the
c ntrac
1n a(~-_~ rdanc
with the C ntract Documents as the work
pi )gresse'.
S.igned ill _~ parts at Corpus Christi, Texas on the date shown
ar-,cve.
~.
Ci +- Y Secretary J
CITY OF CORPUS CHRISTI
By:
Ronald F. Massey, Asst. Ci
of Public Works and Otilitie
t~-
By:
Asst
r
~ TO LEGAL FORM:
. (
II~
~K~#lob~+ 1<V-0'r
Oir ctor of Engineering Services
I
/
CONTRACTOR
Inc.
ATTE1fT: (If Corporation)
Bi
. t. , .' i
(Seal Below)
- {, " I
" " i
By:
(Not_ L:f Person signing :for
co.z:pj;Fat:ion i. not pre.i.e,
att. Oopy o:f authorization
to sign)
\
Tit 1 e: ~t<~~I.:DP ('\T
1553 KUYKENDAHL, STE. 280
(Address)
HOUSTON, TX 77090
(City) (State) (Zip)
281/440-8500 * 281/440-8088
(Phone) (Fax)
Agreement
Page 2 of 2
llJ]Q~:3(P_~.. AU1HO~ILI /
l;i)/}V(
BY COUHC4l._....... ..V.k.:lf_.)
'.SECIITt~1Vl/
,r-""._.L_. ~ '_' ......J
PRO P 0 S A L FOR M
FOR
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
OgP.ARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
REVISED
PROPOSAL FORM
PJ\GE 1 OF 9
ADDENDUM No.2
Attachment No.5
Paae 1 of 9
PRO P 0 S A L
Date:
C \ 't"t\ 0 -e: c...oCU' ()~ C ~l~
\o/rLJos
Place:
Proposal of
'SIb <;''A-TE ~\lAJ'loNJ ING
a Corporation organized and existing under the law~ of the
State of
1t. '1-..~c;__~___.
OR
n
rartflerofiil!!
er
I l"ltH ".ri e.ua 1
eleir!g
s1:laiftcss
as
TO! The City of Corpua Christi, Texas
Gentlemen:
The undersigned hereby propOSes to furnish all labor and
materials, tools, and necessary equipment, and to perform the work
required for:
SA.NIT ARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
at the locations set out by the plans and specifications and in strict
accordance with the contract documents for the following prices, to.
WIt:
~JW:rSBD
PROPOSAL FORM
PAGE 2 OF 9
ADDENDUM No.2
Attaohment No. 5
Pane 2 of 9
r--UL -::J"':'
CIXY OF CORPUS CHRISTI
SANITARY SBWZIt DDOLB UPLACIDOIN'r
OLD BRO'HHSVILLB ROAD/ OIDUIA .o:aI'\.P1ll
i'=.- I
I II III IV V
r I BID ITEM BXTENSION
i UNIT PRICE
BID Q'I'Y & i (Q~ X ~XT PRICE
I
ITEM UNIT DBSCRIP'I'ION IN F!<;O'RIlS IN P:r:G'(I'~BS)
Mobilization,
Demobilization, and Bonds,
Al complete in place per ~ump' LS $ <d S,OOO. 00
LS Sum
-
- Demolition of Existing 00
A2 EA Manholes, per Each $ 1000- $ 1. .., J 00(;:) . 00
~,..
. Concrete Manhole Support
AJ EA Foundation, COmplete in 2SJ
place per ~ $ 't'3oo $ 7.'1,9.00 # 00
~_._.. Drilled and Cased Concrete
A4 271 l?ilingl complete in place 00
VF per ver.tical Foot $ "3~o - $ Q<\leSO.OO
Speoial Fiberglass
1 Reinforced Plastic (FRP)
A5 Manhole, complete in place $ oQ J/5';OCc:" O(J
~ per Eaoh 11S:OOO $
S'Dia. Fiberglass Reinforced ""
A6 2 Plastic ( FRP) Manhole,
SA complete in place per Each $ Il't lOUO. dO $ -a b t~ C)OQ,,~
80 48" FRP Sanitary Sewer
Ai LEi' Gravity Main, complete in <: ".(0 2! ~q 400,00
place, 'Per linear foot. ~
80 30" PVC Sanitary Sewer
AS LF Gravity Main, complete in $ ~<OO2! $ 5"1' I 400. 0'0
place, per linear foot.
120 24" PVC Sanitary Sewer
AS LF Gravity Main, complete in
place, per linear toot. ()O Ceo,OOO.OO
$ 500- $
"---.
.20 12" PVC Sanitary Sewer
AID LF Gravity Main, complete in $ 00 $
plaoe, per linear foot. 350- .) 000.0-0
All 3285 Clean Sanitary Sewer Gravity $ 4~ $
LP Mains, per linear foot. \ 3. 140.1)0
32$5 Inspect and Televise
A12 LF Sanitary Sewer Gravity $ 1'~ $
Mains, per linear foot. \3,\4(.0.00
300 Trench Safety fo~
A13 Excavations, per linear ()O
LF foot. $ 2- $ v,OO ~OO
BASE BID
REV!Sl!:D
PROPOSAL FORM
PAGE 3 OF 9
ADDeNDUM NO.2
Attachment No.5
Paae 3 of 9
CITY OF CORPUS CHRISTI
SANITARY SEWBR 14QOLB Ui~CBMQT
OLD BROWHSVtLLB ROAD / 0JWrA. :DIUVil
BABE BID
( CONTINUED)
---------. ------......
I II III IV V
-
BID Q'I'Y & WIT PRICE BID ITEM EX~ENSION
ITRM: UNIT DESCRIPTION IN l"IGURBS (QTY X UNIT PRICE
.-..- l~ Il'1:G11.US)
A14 3 Trench Safety for $ ~OOO gg
EA Struotures, per each $ GfOOO.OO
A15 1 Traffic Control Measures, .tiI
LS per lumtl sum $ '5000 $ -5'000,00
AJ.6 ISO Well Pointing I per linear 00
L-. LF :foot $ ~O- $ 4'500,00
"'-.--
~OTAL BASE SID (I~ems Al through A1G)f
$ 90l.J30. CO
- .
REVJ;SEO
PROPOSAl. FORM
PA.lJE 4 OF 9
ADDENDUM No.2
Attaohment No.5
PSAe 4 of 9
ADDITIVE ALTERNATE NO. 1
...--.----- ...-.. -.-.---.------.-.
r II IXI IV V
.~ _.~ -.-...---
UNIT PRICE BID ITEM EXTENSION
aID QTY & (QTY X ONIT PRICE
ITEM UNIT DESCRIPTION IN FIGURES IN FIGURES)
--- Manhol@ No, 2226 Replacem@nt,
AAl LS 1n~ludin9':
· Complete removal of the
existing manhole including
campl@~@ removal of existing
foundation.
· Install City p~ovided new 8
ft. aiameter Fibe~glas$
reinforoed polyester (FRP)
manhole loca~ed at Ti~an Pipe
Oompany, 8213 Up River Road
· Install oonorete foundation,
set at pr~er elevation to be
dete~ned in field Bnd
approved bt Ci ty
(a~proxima ely one (l) ft
adJustment per Geoteohnical
Report
· R~ove and re~laoe eXi8tin~
36H VCP pipe (wJ.th 3fJ" PVC D
25-C905 pipe and 8" ~ SDR 26
Bea"'Y wall pipe) up to 50'
upstre_ and 50' cIOwnstr81lnl
for 36" J?.1pe and. 20' upstream
and 20' downstream for 8" pipe
(inoluding lateral tie-ins and
all drop oonn@c~ions)
· Install a new invert, new
frames & oovers, conorete
collar, ~nd flowable fill
· Removal ~ rep1aolllllent: of
pa".....nt./P."....nt :repairs with
.full depth saw cutting of all
asphd~veaent and minimum
4~ of pavement repair
· .Bypass ~,:!inl including
no.18. eon ro. 0 street:
intersections shall be
blocked. All piping ~o he
installed ~low aav-.ant at
int.erseoti0ft8 an backfilled
with o_nt stabilized sand
and overlayed with a minimum
4N of RM&c pavement.
· Well pOinting, inoludin9
noise oontl:'ol
· Traffic control
· And any other itQs required
to produoe . new "'Dhole per
CitY W..tewa1:er Standard
Sr:eifioations, oomplete, in
p 80e, ready to use, per !!!!!2 LS " 16'5,000,00
ZIlum
'R.lt'\fI $13,1;>
PROPOSAL F"ORM
PAGE 5 OF 9
ADDENDUM No.2
Attachment No.5
Pelge 5 of9
I II III IV V
BID QTY & UNIT PRICE BID ITEM EX~ENSION
ITEM UNIT DESCRIPTION IN FlGURJi:S (QTY X UNIT PRICE
tlf Fl GORE S )
--.--...,
50 20~
AA2 LF Trenoh Safety $ $ 1000. 00
Pre and Post Construction
AA3 LS Cl@aning and CCTV $ LS $ 4oro. DO
(ApproXi.ately <00 LF)
----....-...--.
TOTAL ADDITIVE AL'l'ElUfATE NO. 1 (Items AAl-AA3) :
$-1 <\0 ~~ f)OO. D9
Note: Contractor to notify in writing LOCAL AREA ReSidents seven (7)
days prior to oommencinq construction.
REVISED
PROPOSAL FORM
PAGE 6 OF 9
ADDENDUM No.2
Attachment No.5
Page <<) of9
Ii
} ii) f.-L 151 'i5b U7131
tK:;H t~U:..K If'llJ
Id.1 OOi
PAGE 31/33
The undersigned hereby declares that he has visited the site and has
carefully sxamined the plans, specifications and Contract documents
rslating to the wo:z:k covered by his bid or bids, that he agrees to do the
wcrk, a.nd that no representations mads by the City are in a.ny sense a
warranty but are mere estimates for the guidance of the Cont~actor.
Upon notificatlon of award of contract, we will within ten
f 10) :,alendar days execute the formal contract and will deliver a
?erf~rmance 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 elf 5% of the highest amount bid, is to become the property of
the City of Corpus Christi in the event the contract and bonds are not
executed within the time above set forth as liquidated damages for the
1elay and additiC':1hal work caused thereby.
Mino~itylMinority SUsineaa Enterpriae Pa~t1~1pation: The
aPP~~ent low bidder shall, within two daY8 (five days for Contrac~o~s
Outside Nueces County) of receipt of bids, submit to the City Engineer,
in writi~gr the names and addres~es of MBE firms participating in the
i~ontradt and a description of the work to be performed and its dollar
'.;alue for bid @valuation purposs."
Number of Signed Sets of Doc~ants; The contract and all
bonds will be prepared in not less than four count~~part (original
signed) sets.
Ti~e of C~letion: The undersigned agrees to complete the
work within 150 calendar days from the date designated by a Work Orde~
if only thelSas~ Bid is awarded. If both the Base Bid a.na Additive
Alternate No. 1 are awarded, the und~~aigned agrees to dompi~te the
work within 180 calendar days from the date designated by a Work Order.
The undersigned further declares that he will provide all
necessat"}. tooiB and appara.tus, do all the work and, fumish all
materials and do everything required to carry out the above mentioned
work oO~ered by this proposal, in strict aooordance with the oontract
documents and the requirements pertaining there~o, for the sum or sums
sbove set forth.
.Re~~iPt ot the following addenda is acknowledged (addenda
nUmber) '---J1b<;. I) '2.. ... S
Sy:
Respectfully
Name:
(SEAL - If Ej,dder ~s
a Corporatl.OI"d
Address:
Teleph.one:
NOTS= D? not deta~h.bid from other papers.
F~ll in with ~nk and submit complete
with attached papers.
PR.(7j90)
RElV1SBD
:PROPOSAL P'OI<M
PAGE 7 OF 9
ADDENDUM No.2
Attachment No.5
PIAE!' 7019
PAYMENT
BON D
Bond No. 022017570
STATE OF TEXAS g
COUNTY OF NUECES g
KNOW ALL BY THESE PRESENTS:
THAT Biq State Excavation, Inc. of HARRIS County, Texas,
h:,?i naftE' t called ": r iLci:Ja.l ", and Libertv Mutual Insurance Company a
c.:: :)oratic orqaY'l~:ec unJ.el thE- laws f the State of Massachusetts
aJ du l~ tnoL =.e:1 Li but: li'C:SS ln +-he State of Texas, hereinafter
OJ _eo "5 rety",:;rE hc_d anJ :'irrnl Lxnmd ULtO the City of Corpus
Cll s t -'-, c: mun i .pi 1 CUJ pi a t 1 i.-,n , [J ece sCour: t y , Texas, hereinafter
ca ,eel ,,~ ., y", and u to aJ r'2Jsons, f inns and corporations supplying
laJ ,r and mater1a,s lL p'osec:ution c' the work referred to in the
a" -:lched untra,-::, n Uk p'C:nal sum of ONE MILLION, NINETY-THREE
THOUSAND, SEVEN HUNDRED THIRTY AND NO/100 ($1,093,730.00) DOLLARS, lawful
mo f t e [Jr:i t eo S a ti~S, t. be pai d .i.n Nueces County, Texas, for the
pa.rnen' )f whi'r: 81m welL 3nd !:r.'uly :'::0 be made we bind ourselves, our
hE' - s, e :.: e u t 01 S, ",.::1m n i ,< t r at, t a !1 d 8 11 C e S s 0 r s , j 0 i n t 1 y and severally,
fJ tn'lv b nese ::::reser ts:
THE CONDITION OF
pr.l-lcipa entered In:o
Ch!~stl, d2ted the 25TH
at': lched a-:d made a p rt
THIS OBLIGATION IS SUCH THAT: Whereas, the
a certain cont ract with the City of Corpus
dav OCTOBER , 20~, a copy of which is hereto
here f, for the construction of:
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
PROJECT NO. 7335
(TOTAL BASE BID + ADD. ALT. No.1: $1,093,730.00)
NOW, THEREFORE, it: the crin::-ipal shall faithfully perform its duties
aneJ ma ke prompt pa '/ment to all persons, firms, subcontractors,
corrorations and cl imants supplying labor and material in the
prosecutioJ of the wo~k provided for i~ said contract and any and all
duJ autho:ized modif ca-ien of said contract that may hereinafter be
ma:H:" noti'e of v,;h cr. mcdiEication to the surety is hereby expressly
wai' ed, then thi2 ool_gat 0:1 shall be void; otherwise to remain in full
fore anc effect.
PROVIDED FURTHER, tha'C if any legal action be filed upon this bond,
\Te.l Ie shal~ lie i~ NUE::es C unty, Texas.
And tLat sa i d su et~ f ',1" V Ci 1 ue re:::ei ved hereby stipulates that no
:::ha ge, extensi:lJn of ime, a1 teration or addi tion to the terms of the
':::0:1 " ract, ::)r t (> th "vOl k performed thereunder, or the plans,
spe lficati ns, dravJirgs, e-::::., accompar:ying the same shall in anywise
affect its obligation ~n thls bond, and it does hereby waive notice of
an'! such:::hange I ext er.3io, c f time, alteration or addition to the terms
.)f 'le:ont act, oJr tc th v rk to' be performed thereunder.
Eayrnent Bond
;'age ] or ~
'T ~_ Dona ~::: ':J vel meet the requirements of Article 5160,
Vev~on's Civil Sta1ut?s f Texas, and ether app~icable statutes of the
ST e f rr xa.s. T'le ':.elffiS ""'3imant", "LabDr" and "Material", as used
nC"::f,=' 'L In i, ::-. r da' ce Vil '11 ~Hld as de ined in said Article.
T e
u l.:ler~ lJnf,j gE? t-
"esioell': Ln NUf:::e
lnd ()I'l i/:t on s':" '\'
c i'Jereb." de lc:mated :)y the Surety herein as
C>!lr:t,;/ t whom any r equi site not ices may be
:'t f E=\roce::s fLay' be had in matters arising
_ ) _,vi ded Art. --, .19-1, Vernon I s Texas
th
de
ACjHj
'/el ed
1,; -
V, ,: U "'l 81 I c't '8 j ~;:",
rat::::"',: ')de.
Ir
Dr
IN WITNESS WHEREOF, v Ii L '3
of whi h shav :)e::ieune::i
November 05
::nstrument
al: rigina,
is executed in ~ caples, each
th i 8 the 11th day of
I
PRINCIPAL I
~jg Stat. "'Cd;t'ool
By -hi t:I. l !.~,
J~ntrelll President
PrInt ~ame & TItle)
ATTEST
"
"
(./~ . ~' <.' <.. ./
Secretary
(\af\(t C Clr*(p\\
'FrInt Name)
!/ -;~~; /:;.
c( y! (/y,L';-
SURETY
Philin j;laker
iD:rJnt Name,!
The Resident Agent oE the Surety in Nueces Countv, Texas, Ear delivery of
notice and service of process is:
Agency:
Contact Person:
Address:
Keetch and Associates
J. Michael Rhyne
1718 Santa Fe
Corcus Christi, Texas 78404
Phone Number:
(361) 883-3803
(NOTE Date ,)f Faymen" fonl n- st
(Revied 9/02
- be prior to date of contract
Payment Bond
Paqe 2 of 2
R~RFORMANCE
BON D
Bond No. 022017470
STATE OF TEXAS ~
COUNTY OF NUECES ~
KNOW ALL BY THESE PRESENTS:
THAT Biq State Excavation, Inc. f HARRIS County, Texas,
hE- E?ir,.aft,,'r c:a11eci "1 rincic.a1", a:Jd Liberty Mutual Insurance Company a
c - () 0 rat i ( v j r q a rn . e C U :J () e ,[. "' 1 a vi s D f the S tat e 0 f Massachusetts
a - ciL. 1 \ t h () r L- e: 1 lY.J S n e s s _ n ~_ hE S tat e 0 f T e x as, her e i n aft e r
, ~ Lee "3,;-ety", are hE:lcJ ani firml)! round unto the City of Corpus
l, ~s t, mun J pl1, pc ~a t: 1 11 of tJueces County, Texas, hereinafter
ca eo ":2 C y", lL hE peLCl LSUTL of ONE MILLION, NINETY-THREE THOUSAND,
SEVEN HUNDRED THIRTY AND NO/100 ($1,093,730.00) DOLLARS, lawful money of
th Un: t"~d State:", -0 ')e I,a di Nueces:Junty, Texas, for the payment of
wh :h s umNe 1 J en ru i +- be ma je we bind ourselves, our heirs,
e;.:.- 'ut'L3, administ ra or cndcl.lccessorjointly and severally, firmly
b' he e p eserT.s:
pr
Cft;
at:
THE CONDITION OF
,cipal entered in'o
.st , dated the 27TH
jched a' d made a p rt
THIS OBLIGATION IS SUCH THAT: Whereas, the
a ce rtain cOn'ract with the City of Corpus
:Jf OCTOBER , 20~, a copy of which is hereto
nereof, for the construction of:
SANITARY SEWER MANHOLE REPLACEMENT
OLD BROWNSVILLE ROAD/ OMAHA DRIVE
PROJECT NO. 7335
(TOTAL BASE BID + ADD. ALT. No.1: $1,093,730.00)
NOW, THEREFORE, 2: the principal shall faithfully perform said work
in ::icce,rdance Hith tl e plans, specifications and contract documents,
ine uding any changes extensions, or guaranties, and if the principal
sha I r epa.l rand! ejl ppla ce a 1 de fect s due to f aul ty materials and/or
wOlKmanship tha~ appear witt!in a period f one (1) year from the date of
comflet ion and accep' ance of improvements by the City, then this
JbJ ~ation shal_ be vc ~d; 0 herwise ta remain in full force and effect.
PROVIDED FURTHER, that if any legaj action be filed on this bond,
Ie,; co shalJ lie in Nue:es C.tmt ,," , Texas.
And that said sUlety f r value received hereby stipulates that no
:::ha qe, ext'2nsian a':: 1 iInE, a1 t eration or addition to the terms of the
'on :~act, r tc ~h.- v!ark performed ~hereunder, or the plans,
spe _fi~a:i0ns, drawin~s, e ~., accompanying the same shall in anywise
af~ ~t its 0bligation In thlS band, and it does hereby waive notice of
an'; sucn:::hange, ext en i OJ! eft ime, a1 tera t ion or addition to the terms
of he ~ont~act, r to the work to be performed thereunder.
Per~ormance Bond
Fa oe 1 cd '-
>,.~ e~" i
T h ~:m d
.m' =::i IiI
.l.::. 'J l
en
t. ffiEC< the c,=quirements of Article 5160,
fexas, and ether applicable statutes of the
"=: L, imant", ,. Labo r" and "Material", as used
itn a d as deflned in said Article.
c:;tatU"':E
~, .-
,J ....___
"td
Te ":as .
Tr:-~ . e rm
~ el
r~
n a (':: [3. n e
Tr'j 1[: jer.'S~.t;rLe a rer1'- he2"~eb~/ des____qnatea by~ the Surety herein as
: nEge ~ R"sident l:l 1 ue '25 ::: unty t "'Jf:'::lm any requisite notices may be
:[e~ 'er d ad on v;ncm;er- l '-:=; f proces~ may be had in matters arising
'ut f SlC surEt';, h :), a:': E vide:i b' "';rt. --:.19-1, Vernon's Texas
-' n.:<an 'e C de.
onE
IN WITNESS WHEREOF, t'll:':' Jlstrument
f~ih__c shall be leeme:::: arc :ciglna1.
---.--,
2U.~_
lS executed In ~ caples, each
this the 11ili day of
November
PRINCIPAL
,
I
I
B~: :
ATTEST
I .....' 1'. f .'
([U_ l -< '" ( d i If u' .if>'
S-"'rn::>t-arv
~S~ra~~r ~~~\\
SURETY
PhiliD ?aker
Pr.:.nt Name;
Tbe Resident Agent of the Surety in Nueces County, Texas, for delivery of
notice and service or process is:
Agency: Keetch and Associates
Contact Person: J. Michael Rhyne
Address: 1718 Santa Fe
CorPus Christi, Texas 78404
Phone Number: (361) 883-3803
NOTE Da;:e of E'ayment. Bond m st I.:,t be pr io:c to date of cont::cact
Fevi,:ed 9/02
E'errormance Bond
Faqe 2 of :2
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to
the extent herein stated,
1680773
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company'), a Massachusetts stock insurance
company pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
JOHN D. COLLADO, RANDALL F. GREEN, ROBERT E. HOLLOWAY, BETHANY L. LOVING, STEVEN E. WHITE,
DON WEIDENFELLER, PHILIP BAKER, EDWARD ARENS, RAY GARCIA, JR., DIANA GLADWELL, ALL OF THE CITY OF
HOUSTON, STATE OF TEXAS................................................................................. ............... ...... ........ ....... ........ ...... ...........
, each Individually if there be more than one named, Its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, anv and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding
TWENTY FIVE MILLION AND 00/100**'***************** DOLLARS ($ 25,000,000.00***** ) each, and the
execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the
Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons.
..
That thiS power is made and executed pursuant to and by authority of the following By-law and Authorization:
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By the fOilowing Instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact:
:>.
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IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of 0 Q.
Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 10th day of Februarv , = 0
_~_____ ~ CO)
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ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such
attorneys-in-fact. subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as If signed by the president and attested by the secretary,
Pursuant to Article XIII, Section 5 of the By-Laws, Garnet W, Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby
authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
LIBERTY MUTUAL INSURANCE COMPANY
BY~--st- tW, ~
Garnet W, Elliott, Assistant Secretary
COMMONWEALTH OF PENNSYLVANIA
COUNTY OF MONTGOMERY
S5
On this ~ day of February , 2005 , before me, a Notary Public, personally came Garnet W, Elliott, to me known, and acknowledged
that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above
Power of Attorney and affix~.l~!:~orporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation.
,.. .''',<.
". ~~~~nto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year
CERTIFICATE
BY~~
Ter6sa Pastella, Notary Public
IN TESTIMONY WH
first above written.
I. the undersigned, ASsist~~Secret~ry of Liberty Mutual Insurance Company, do hereby certify that the original power of attomey of which the foregoing
is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the
said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article
XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company,
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
with the same force and effect as though manually affixed,
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this
November 2005
11th
day of
Liberty Mutual Surety Bond Number 022017570
NOTICE FROM SURETY REQUIRED BY
TERRORISM RISK INSURANCE ACT OF 2002
In accordance with the Terrorism Risk Insurance Act of 2002 (referred to
hereinafter as the "Act"), this disclosure notice is provided for surety bonds on
which one or more of the following companies is the issuing surety: Liberty
Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM
Insurance Corporation; The First Liberty Insurance Corporation; Liberty
Insurance Corporation; Employers Insurance Company of Wausau (formerly
"EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"); Peerless
Insurance Company; and any other company that is a part of or added to the
Liberty Mutual Group for which surety business is underwritten by Liberty Mutual
Surety (referred to collectively hereinafter as the "Issuing Sureties").
NOTICE FORMS PART OF BOND
This notice forms part of surety bonds issued by anyone or more of the Issuing
Sureties.
DISCLOSURE OF PREMIUM
The premium attributable to any bond coverage for "acts of terrorism" as defined
in Section 102(1) of the Act is Zero Dollars ($0.00).
DISCLOSURE OF FEDERAL PARTICIPATION
IN PAYMENT OF TERRORISM LOSSES
The United States will reimburse the Issuing Sureties for ninety percent (90%) of
any covered losses from terrorist acts certified under the Act exceeding the
applicable surety deductible.
LMIC-6539
11/15/04
f... Libert):
.~ Mutual.
Important Notice
TO OBTAIN INFORMATION ABOUT THIS BOND OR TO MAKE A COMPLAINT:
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
800-252-3439
You may write the Texas Department of Insurance at:
P. O. Box 149104
Austin, TX 78714-9104
Your notice of claim against the attached bond may be given to the Surety Company
that issued the bond by sending it to the following address:
Liberty Mutual Surety
I nterchange Corporate Center
450 Plymouth Road, Suite 400
Plymouth Meeting, PA 19462-8284
You may contact the claim office by telephone at:
610-832-8240
Premium or Claim Disputes
If you have a dispute concerning a premium, you should contact the agent first. If you
have a dispute concerning a claim, you should contact the company first. If the dispute
is not resolved, you may contact the Texas Department of Insurance.
This notice IS for information purposes only and does not become a part of or a condition of the attached
document. It is given to comply with Section 2253.048, Government Code, and Section 53.202, Property
Code, Effective September 1, 2001
11)
05
i j FAX 361 358 766
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CITY OF CORPUS CHRISTI
DISCLOSl.1RE OF lNT~RJtSTS
City of Corpu~ Christi Ordhlance 11112, as amended, reJ;j\lire~ all p\ll1lon~ or firm! seeking to do bUQln~s with the City to pro....ide the following
nformatil'111. Every que.~tion mu!:t be ~t1,wel'l'!d. rfthe qUf:9tit:>n is net npplic:able, Iln'Wflfwith ClNA[I.
VlRMNAME: ""P.,i~~4g ~~ ~ti On ~.:
'TRllEl': /5 S ~ I kp ,.A- ~ h - ,'-10 CI1'Y: #0 \A ~.j. U)
FIRM is: 1. Corporation JOY' 2. PartnershIp 0 3. Sole Owner 0
5. Other ~;
T><.
ZIP: 110Q()
4. Association
o
DISCLOSURE QUEST.TONS
Ifadditiona.l sp~.oe jg t:lecesslUjl, please use the reverse side of this pagE: or attaob separate shee:L
Stnte the TlallleS of each 0 employee 0 of the City of COrpllS Christi ltavillg ab C oWllersbjp interest[] Clmstituting 3 "/0 or .
IMre of the ownership In the :above namlld OfinnO.
NameA] ~__ __ job Tide and City Department (if known)
_.__..._-_..._-~-~...._._.-
1. S~t8 the b~me9 (If r,l:leb O.,mcllJD nftbe City ofCorpns Christi hllvine an DowDerJlhip InterestD cDnstituting 30/.. or
IIIOre ofthe ownersllip i. tM above Darned DfinnD.
NamAi it ~._____..__ Title
3. Stale the D.lUDe5 of each Oboard 1bembel'O of tile City of CorpllS Christi hS'Ir'il'lg an OOWDI!1"SJdp inte..cstD constituting
3% or more of tile ownersldp iR tfu~ above Ramed DfirmO. .
NarniV A ___ ___ ___ Board, COlTlmis!liOll or Conunittce
4. State the names of caell eqaployee or officer of 8 OcoDsolmntD Cor die City of Corpus ChriRtl who worlc:ed on any matter
rdatell to the object ofthi'l cou....ct lllld hall IIIl o ownership interestO conllltltuting 3% tJr mote oftbe ownenhip in the
sbove Ranted L1firmn.
_~A
ConsultQlt
CERTIFlCATE
I ClI!I'tiiY that all information provided is true and corr
disclosure ofany lntOnnation requestedj and that suppJem
Texas as changes occur.
Certifying Person:
(Type or
as oftbe date o(thi15 :.rtatoroent, that I bave n<lt knowmgly withl;lekl
s1atements will be pm'mptly submitted to the City ofCorpu.c; Christi,
Pre $ i c:l ~^ f
Title:
Signature of CertifYing Person:
Date! -.1'D 1/7./05
I
REVIs:sn
PROPOSAl.. PORM
PAGE S OF 9
ADDENDUM No.2
Attachment No.5
Page a of 9
l~
f.'L\. ) I) .j '>
6(
I4J 009
rHl.X.. "::!...J,'.J.:J
DEFINITIONS
a. OBoard Me:mbetO. A member of any board, commission or committee appointed by the City Council of the City of
'--:01'1'1.13 Cbristi, 1'cxas.
b.._IEmployccC. Any person emplo,.ed by the City OfCQrpU5 Cf1riAli. Tcxas, e;thF on a full. or part time ba~ls, 1mt not as an.
mdependent contractor. )
Q, ] r'irmO. Any en.tity operated for c::a011omi.c gai,r:t, whether professionaL, industrial Qr comml!:["cial and whether established
to produce (lr deal with n product or senrice, including but not lindeed. to, entities operated in the form of sole
prnprierorship, as self-employed p[;;~on. partrNrahip, c:orpOT,ati,OTl, joint stock company, joint "ent\l1'e, receivership Orttust
and entities whioh, for purposes of taxation, are treated as non-profit organi1.atiol'ls,
d. rJOffioialO. Tbe Mllyot, me,mbl!rl'; oithc Clty Council, City Manager, Depul)' City Manager, Assistant City Manaj5t:rg,
DepartmenL and Division Heads and Municipal Court Judges of the City (If Corpus Christi, Texas.
c..JOwnershi.p Intere:::tfJ. L!:gal or equitable interest, wh~1:;r actually c:lt t>Onslruetively held, in afum) including when such
interest is lleld tl1rough an agaJt,. trust, estate or holding entity. OConstructively heldlJ ref'erll to holding or control
established through voting trusts, pn:JXies or special tcnns ofventur~ or partnership agreE:t'l1cnts.
f. !Con5ultEmtC, A.ny person or firm, JUch AI; I!>nginl!:efS and architects, hlted by the City of Corpus Christi forme purpose of
professional con9ultation and recommendation.
REVISED
PROPOSAL FORM
PAGE 9 OF 9
ADDI!NDUM No.2
Attachment No, 5
Page 9 of 9
/lCORD~
CERTIFICATE OF LIABILITY INSURANCE
OPID M
BlGO-Sa 11 15 05
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
PRODUCFR
Guaranty Insurance Services
p 0, Box 4745
Houston T.X 77210-4745
Phone 713-939-9898 Fax: 866-652-9382
Big State Excavationf lnc
Lonqhorn InterestsA nc.
15531 Kukendahl #2~0
Houston TX 77090
v
INSURERS AFFORDING COVERAGE NAIC #
-------- --- ---[-----
Val1e:.'_>'or!1" I"""".once CalIp~ _ _~__ n ~20508 ___
HUc!f>.~liSf>ecialty Ins,_ Co"---- 37079
20443
~---
20478
41262
\'8..JR::Q
iNSURED
\s.IR~::;;
',S.JR::q
Corlt~-"-="!:_al Cas_uaJ,ty Canpany
Nat~onalFircrnsco of Hartford
\..s..)Ri=~
",S-jRER F
TravelerB Lloy~ Insuranoe Co.
COVERAGES
THE POLICIES OF INSURANCE LISTED BE LOIN HAVE BEE" ISSUED TO THE INSURED NAr.ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREM:NT, TERMOR CONDITION OF Al\Y CONTRACT OR OTHER DOCUM:NT WITH RESPECT TO WHICH THIS CERllFICATE IAAY BE ISSUED OR
IAAY PERTAIN, 1lHE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDI1lONS OF SUCH
POLICIES AGGREGATE UMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
- POLICY EfFECTIVE
DATE MIDDIYY
rYPE OF iNSURAN
POLlCV NUMBER
L1M ITS
L TR NSRD
GENERAL LlABILI~"
':::;l,4;;Ij'tS'i.ioDE X '''~L,"'(
/
~ACH OCC.lJRRENCF Sl-....Jl..OO ,000
::J.il.!9fAt.:;t': IUI'(t':NIt:U
PREMIS=S(Eaoccurence) S 50,000_
'<IE.o_EXP (Any one persoo) S 5,000
PERSON_Al_"-J\I)~~RY--0- ' 0 OO,QQ.()__
GENERAL AGGREGATE 2,000,000
PRODUCTS- COMP/OP AGG S 2, OOO,OOQ
D
x 'COM\I1E"':;-;'A: c;:::NERfI~I1,~
U2072771335
02/01/05
02/01/06
X Contractual Liab
-- -
X ~s~ r.iquor Liab
::::::N'l A(~RFGATt:: MIT A';;P: ::::~; ;:;:;:::;:
--.4----
PO iCY IX
PRO-
:FCT
, <,:>i
t/~- -- -
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"-lJTOMOBILE _IABIL: 'V
X AN' '\U'
02072771.383
02/01/05
i cor~BINED 51NGlE LIMIT
02/01/06 :Faacdden,)
~OOOOO
A )'N~,::":_) r"J:=:;
I
v'"
30Dil y INJURV
:P fY persm)
SD-~DL_ ~D ..,'OS
~iR;::i) l\:.jTQ<:"
Nor-';..(JV\!~,FD .,_'cQS
30DIl Y INJURv
(Pel" accident)
I $
PROPERTY DAMAGE
:P er acci den~
GARAGE LIABiliTY
Ai.;TO ONL V - EA ACODENT
EXCESSIUMBRELLA LIABILITY -r-- ---
B xloCCR C!"'~''''v'!\-JF CSPI-{JM-00517
/
t::~:.;:i;:~;:;oooo> ! - -
A ,ANV ~ROPRIETCRIP^,llNER!EXE'Cl,T /' WC2(127714)3
OFFICERIMEMBER EXQl. ')~O? v'
~b1.r~~b~s~S bel""
OTHER
AGG
S
S
S
4000000
$ 4000000
-.-.--.-.
S
$
S
AN'vA.L.iT,'
OTHER THAN
AUTO ONLY
FAACC
02/01/05
02/01/06
v/
EACH OCCURRENCE
AGGREGATE
X
S 1000000
S 1000000
S 1000000
02/01/05
02/76
E LEACH ACODENT
E l DISEAS= -EAEMPLOYE
E l DIS=AS= - POLICV LIMIT
E Install/BldrRisk QT6603246B752 02/01/05 02/01/06
E Lsd/Rentd t QT6603246B752 02/01/05 02/01/06
DESCRIPTION ~ OPERATIONS! LOCATIONSI VEHICLESIEXCLUSlONS ADDED BV ENDORSEMENTI SPECIAL PROVISIONS
Re:Sanitary Sewer Manhole Replacement Old Brownsville Road/Omaha Drive
Project No.7335
Additional Insured
and Auto Liability
Jobsite
Per Item
1,000,000
500,000
in favor of City of Corpus Christi as respects to General
where required by written contract.
V'
CERTIFICATE HOLDER
I
I
I
CANCELLATION
CITCORl
SHOULD ANV OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING INSURER WILL ~L ~ DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT ~LL
IMPOSE NO OBliGATION OR LIABILITY OF ANY KIND UPa-l THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
City of Corpus Christi
Engineering Services
Attn: Contract Administrator
P.O. Box 9277
Corpus Christi TX 78469-9277
y
I
ACORD 25 (2001108)
TATlVE
/
@ ACORD CORPORATION 1
5-20C5 14.2;PM ;POM-
eNA
:Cy NU~1BE~
2C7277 33
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H46 POOl
Has
(Ed. 01101)
IMPORTANT: THIS ENDORSEMENT CONTAINS DUTIES THAT APPLY TO THE ADDITIONAL
INSURED IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT. SEE PARAGRAPH
C1. OF THIS ENDORSEMENT FOR THESE DUTIES.
/' THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTOR'S SCHEDULED AND BLANKET ADDITIONAL INSURED
ENDORSEMENT WITH PRODUCTS-COMPLETED OPERATIONS COVERAGE
Ti-1S endorsement modifies ,nsuran-:e provided urder the following
COMMERCIAL GENERAL L.lARILiT\ COVERAGE PART
Name of Person or Organization:
Designated Project:
SCHEDULE
(Coverage under this endorsement is not affected by an entry or lack of entry in the Schedule above.)
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A WHO IS AN INSURED (Section II) is amended to
include as an insured any person or organization,
including any person or organization shown in the
schedule above, (called additional insured) whom you
are required to add as an additional insured on this
policy under a writ1en contract Of written agreement;
but the written contract or written agreement must be:
1. Currently in effect or becom!ng effective during the
term at this pOlicy: and
2. Executed prior !o the "bodily inJUry" "property
damage," or "personal and advertising inJUry"
The insurance provided to thtJ additional insured IS
limIted as follows.
1. That person or organization is an additional
insured solely for liability due to your negligence
speciflcally resulting from "your work" for the
additional insured which IS the subject at the
written contract or written agreement No
coverage applies to liabililY resulting from the sole
negligence of the additional insured
2. The Lrnits of Insurance applicable tD the
additional insured are th,:j$8 specitied in the
written contract or writter, agraement or in the
Declarations of this policy, whichever is less.
These limits of Insurance ana inclusive of. and not
in addition to, the limits of insurance shown in the
Declarations.
G - i 4033 , .A
(Ed 01/01)
3. The coverage provided to the additional insured
by this endorsement and paragraph f. of the
definition of "insured contract" under
DEFINITIONS (Section V) do not apply to "bOdily
injury" or "property damage" arising out of the
"products-completed operations hazard" unless
required by the written contract or written
agreemenl.
4. The insurance provided to the additional insured
does not apply to "bodily injury," "property
damage," or "personal and advertising injury"
arising out of an architect's, engineer's, Or
surveyor's rsndering of or failure to render any
professional services including:
8. The preparing, approving, or failing to prepare
or approve maps, shop drawings, opinions,
reports, surveys, field orders, change orders
or drawings and spacifications; and
b. SupelVisory, or inspection actiVIties performed
as part of any related architectural or
engineering activities.
C. As respects the coverage provided under this
endorsement, SECTION IV COMMERCIAL
GENERAL LIABILITY CONDITIONS are amended as
follows:
1. The following is added to the Duties In The Event
01 Occurrence, Offense, Claim or Suit Condition:
Page 1 of 2
5-200: 04 29P~
F ~OM-
e. Ac' additional inswred under 'hiS endorsement
WI!I as SOO'1 as practicable:
(1; Give 'Nntten 'lotic,;; at an OC2,"rrenca or an
offense '0 uS which may result ir1 a claim
or "suit" :.mder this Insurance;
(21 Tender the defense and indemnitY of any
claim or "suit" to any ether insurer which
also has Insurance for a loss we cover
under this Coverage Part' 8'ld
(3) AgreE :0 make available any other
insurance wrich the additional insured
has 'or a .0S$ we cover under this
Coverage ParL
f. We have no duty to defend or Indemnity an
additional ,nsured u"der this endorsement
~/' JII; /
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G-140331.A
(Ed_ 01/01)
T -046 P OOZ
Haa
I .........._.
(Ed.Oi/01)
urtil we receive wrinan notice of a claim or
'suit" from the additional insured.
2. Paragraph 4.b. of the Other Insurance Condition is
deleted and replaced with the folloWing:
4. Other lnsuranca
b. Excess Insurance
This insurance is excess over any other
insurance naming the additional insured
as ar. insured whether primary, excess,
contingent or on any other basis unless a
written contract or written agreement
specifically requires thaI this insurance be
either primary or primary and
noncontributing_
Page 2 of 2
5-2005 )4 'OPM ;POM-
pcCY NUM8;.rl J2J727 33
H46 P 003
Has
-'
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THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
t / TEXAS CHANGES - AMENDMENT OF CANCELLATION
PROVISIONS OR COVERAGE CHANGE
"Tl::s endorsem€l!:[ modiiies Insurance provided under the following
" COMMERCIAL GENERAL LIABILITY COVERAGE PART
UQUOR LIABILITY COVERAGE PART
OWNERS AND CONTRACTORS PROTECT!VE LlA8ILl~Y COVERAGE PART
POLLUTION LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
RAILROAD PROTECTIVE L1A8ILITY COVERAGE PART
In the event of cancellation or material change that reduces or restricts the insurance aHordsd by this Coverage Part, we
agree to ~ail prior written notice of,:ancellation or material change to:
SCHEDULE
1. Name:
Any perso~ or Qrgan~za~icn that vcu are
2. AddrEl9s:
required ~o provide wich n~~ice of
cancella LOn cf this ~ 12cy Dnd~r
writtsn conLract or agreem~nr .
3. Number of days advance notice: C3 0 /'
!Mt. Jt,.j,rI. I
CG 02 05 11 85
Copyright, Insurance ServicBs Office, Inc, i 984
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P 004/012 F-088
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DOUCY NUMBER: 1J20 U / 13 )
icc icy Period: 02-01-05
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER RIGHTS OF RECOVERY
AGAINST OTHERS
TflS endorsemEnt modifies Insurance provIded under the following:
COMMERCIAL GENERAL UABILlTT' COVERAGE PART
OWNERS AND CONTRACTORS PROTECTIVE LIABiLITY COVERAGE PART
SCHEDULE
Narne of Person or Organization:
BLANKE'I' - S EE ENDOR SEMEN'!'
v
(it no entry appears above, Information 'equwed to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.)
We waive any fight of recovety WFJ may have against the person or organization shown in the Schedule because of
payments we make for injury or damage arising out of 'your work" done under a contract with that person or organization,
The waiver applies only to the DerSOr or organization shown in the Schedule
CG 24 04 11 as
Copyrighl. Insurance Services Offica, Inc, '984
. - 5-2005 J4:3~PM FPOM-
T-046 P 005/012 F-088
: ~::1:';;;~~~ ~b,t::. i~~:~;;;)~:.: .~;:~~f,::~,;;~~!:~,., \~~ i1.~~t;\ ::;
POLICY NUMBBIl
U 2-'2771335
" ;':;-~:~~:.....;;:'" n...~ j " .;;..:<~~::}~! ::~:::;~::';~', ;':':r'~-;:,'::,;x:::'\>:
INSURED
BIG STATE EXCAVATION,
lSS?l K0YKENDAHL #282
(SEE ENDT)
POLICY CIlAN~S
B~K~ WAIVER OF SUBROGATION:
This Ch(u~ge Endo;s:'sGment changes the Policy. Flea/3e read it carefully.
This Change EndorsGmont is a part of ~our policy and takes effect on the
effectl~e date of your Policy, unless anotber &ffectivQ date is snown.
ANY ;JERSON OR ORGANIZATIJN ON WHOSE BE:F.A~F YOU ARE: REQUIRED '1'0 OBTAIN
THIS WAIVER ~F OUR RIGH? To RECOVER FROM UNDER A WR=TTEN CONTRACT OR
hGR EEMEN'I .
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- S-2005 J4:3CPM FROM-
PC CY NUMBEqJ';;V,,'"' ':8~
T-046 P.006/012 F-088
'-UIV1H/U:.n'-"&J1.L... IW'oU . 1..t
CA 20 48 02 99
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAFlEFULL Y.
/DESIGNATED INSURED
T....:5 endorsernef1t modif:es Ir,suranc" provideo under the following
..j BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOToR CARRIER COVERAGE FORM
TRUCKERS COVERAGE FORM
With rsspect 10 coverage provided by this encorsement. Ihe provisions of the Coverage Form apply unless modified by
this endorsement
This endorsement idenltfies person(s) or crganization(s) who are "insureds" under the Who Is An Insured Provision of the
Coverage Form This endorsement does not ailar coverage provided in the Coverage Form_
ThIS endorsement changes Irle policy effective on the inception date of the policy unless another data isindicated below.
~~~!~~~:!"~~~..ctive ... _~.==-._~OU~'."ig"," By ~. UJ V i
LBill State_Excavaton.__ 1:---;:. ~L ___ I (AuthorizeoReprasentatlve)
SCHEDULE
I Name of Person(s) or Organj.~ti~n(s);
I Clty:::f ,"JT"PUS Chn stl /
I Departmen": of Eng i ~"aer ng SVC -./
I P.O, Box 9277
I COfOuS Cf"1risti. TX 78469-9',77
L _:~_____ _ ~_
(If no entry appears above, intormatior required to complete this endorsement will be shown in the Declarations as
applicable to the endorsement)
Each person or organization showr in the Schedule IS an "insured' for Liability Coverage, but only to the extent that
person or organization qualifies as an "insured" under the Who Is Ar Insured Provision contained in Section II of the
Coverage Form
CA 2048 02 99
Copyright Insurance Services Office, Inc., 1998
Page 1 of 1
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:OCM-
A. CO\lerage
1. Any . eased auto' desigrated or described in the
Schedule will be considered a cov~red "auto" you
own and not a covered "auto" you hire or borrow.
For a covered "auto' thats a 'Ieasec auto Who Is
An Insured is changed te include as an ",,,sured"
the lessor named in the Schedule
2. The coverages provided under thiS endorsement
apply to any "leased auto" described In the
Schedule until the expiration date shown in the
Schedule, or when the 18ssor or his or her agent
takas possession at the leased auto" whichever
occur'> first.
B Loss Payable Clause
1. We wlil pay, as Interest rnay appear, you and the
lessor named ;'1 this endorsement for "loss" to a
"leased auto".
2. The insurance covers tr El Interest ot the Isssor
unless lhe "loss" results from fraudulent acts or
omissions on your part
~
I
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!
T-046 P 007/012 F-088
3. If we make any payment to the lessor, we will
obtain his or her rights against any other party.
C. Cancellation
1. If we cancel the policy, we will mail notice to the
lessor in accardance with the Cancellation
Common Policy Condition.
2. it you cancel the policy, we will mail notice to the
lessor.
3. Cancellation ends this agreement.
D. The lessor is not liable for payment of your premiums.
E. Additional DefinITion
lIS used in this endorsement:
Leased auto" means an "auto" leased or rented to you,
including any substitute, replacement or extra "auto"
~eadad to meet seasonal or othSlr needs, under a
leasing or rental agreement that requires you to provide
direct primary insurance for the lessor
CA20011001
Copyright, ISO Properties, Inc.. 2000
Page 2 of 2
- '-2005 Jd" "A
~ ~CM-
1_,
T-046 P 009/012 F-088
"OLrCY NtlMBER ,
207;:T":'3':'; .;
INSURED NAME AND ADDRESS
/'B10 S~AT~ EXCAVATION INC, (SEE 8Nn~)
y 1S53":' KDYK~NJAHL #28~
H0USTJN, TX '709C
l'OLICY CHANGES
RNnORSEMBNT EFFECTIVE S/2~/OS
'Thl3 Change Endorsement r;:h~nges the Policy. Please read it carefully.
'this Change EndorseJIlent ill a part of your policy and takes effect on the
effe<;tivl;' date of your- PCllicy, tlnless another effectiv8 date is shown.
:: ,J ClAY NOTICZ or Cf'_"lCELL"..T10N ThS BEEN AJCE:::l IN FAVOR OF THE
/ PX.l.OWING:
C:TY OF CORFJS CHRISTI
DEF&~TMENT OF ENGrN2ERING SERVICES
A~TN; CO~TR~CT .~MINISTRATQR
F.C. sox 9:2-
CORPUS CHRISTI, 'I'X 78469.9277
~
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POLJ:CY HmUlE:R .
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NAME AND ADDRESS
BIG ST.l'cTE EXCAVATION, INC. (S:2~ ENCT)
15531 K::YKENDAHL #280
J?OLJ:CY CElAIlGES
EHDORS-.sN! EFFECTIVE 06/0~ 05
This Chuge Endorsement changes tho policy. Plaa,88 rea~ it carefully.
This Change Endors~ant is a part of you~ pOlicy ~nd takas affect on the
aff&ctive date of your Pol~cy, unless another effactiv& data is shown.
The ~ollowing Add =ional I~s~=ed(s) ha5~ave) been added:
FOrT IF :CA204n
~it~e: DESIGNATED INSURED
Nam~ and Address:
CITY OF coRPUS CH8IST:
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G-5601S-B (ED 11/9::
5-2005 J4:~ PM FROM-
T-D46 P.DID/012 F-088
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AND ADDRESS
BrG S~ATE EXCAVATION. INC. (SEE 8ND~:
1353: KUYKENDAHL #280
POI..:I:cY NO!Ill3El1
U ,,0'7277138'
POI..J:CY CHANGES
BLAl4l1:E'l' 'WAiVER OF sUBROGATION
'1'his change Endorsement changes th8 Policy. please read it carl'lfully.
This Change Endorsement is a part of your Policy and takes effect on the
effective date of your Policy, unle~s anoth8r effective date is shown.
ANY peRSON OR CSlGANlZATION O!-J TI'IHOSE BEHALF yOU ME REQUIRED TO oBTAIN
TRlS WAIVER JF )UR RIGHT ~~ RECOVER fROM UNDER A WRITTEN CONTRACT OR
AGREEMENT
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G-560lS-B (EO. 11191)
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T-046 P 012/012 =-088
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
WC42 06 01
(Ed. 7-84)
TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT
This endorsement appl:c~, Gnly \e the i'1su'ance provided by the policy because Texas is shown in Item 3A of the
nformation Page.
n the event of cancellation or other matenal change of the POliCY, we will mail advance notice to the person or
Jlganizatlor .lamed in the Schedule. The nunlber of days advance notice is shown in the Schedule.
This endorSlJrns;nt shall not operate dire.::ly or indirectly to benefit anyone r.ot named In the Schedule.
Schedule
Number of days advance notice: J <]
/
2, Notice will be mailed to CITY OF CORPUS CHRISTI
DEPARTMENT OF ENGINEERI~G SVCS
j?). BOX 927,
CCRPU5 ~RIST=, TX 78469-9177
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This ando(sernenl changeS tile policy to which it is attached and i~ effective 0l"1 tile dale issued unle~s otherwiee slated.
(The Information below is raqui(ed only when '.his endo(Sement i5 issu,.o 5ubseqlJ9nlto preparation of the policy.)
Endorsement !::r(ccllve 05- 25-05 Peliey No. WC2072771433 / Endo~ament No.
Insured ;;:;re ium $ U;~
Big State Excavation. Inc.
Insuraf1ce Con1pany Valley Forge Insurance Companfountersigned by ~ 't.
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we 42 06 01
(Ed 7-84)
- =-2005 j~: 2 P!11 FP(M-
WORKERS COMPENSATION AND EMPLOYERS L.IAB1LlTY INSURANCE POLICY
7-048 P 011/012 F-088
~y I". 't..:: v.:> V'1 ....
(Ed. 1-00)
-- -- ...----..-- ,----_.~.__._-_.. -._~.._-_.__.---...~~
TEXAS WAIVER OF OUA RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
TI1S. endorsement applies cnly :0 tie 1r,SL.rarCB provided by 1::8 policy because Texas is shown in Item 3.A of the
Information Page
We rave the right to recover Dl:r payments trom anyone liable for an injury covered ty this policy_ We will not enforce our
right against the ;:larSon or organization named in the Schedule. but this waiver applies only with respect to bodily injury
arismg out of the 'Jperations describAd in the Schedule where you are required by a written contract to obtain this waiver
from us.
This sndorsemen' shall not opGrate directly or indirectly to benefit anyone not named In the Schedule.
Tne premium for 'his endorsement IS shown in the Schedule,
Schedule
1. )Speci!ic Waiver
Name ot Dsrson or organization
X ) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.
2. Operations: A::,L TEXAS OPERATIONS
3 Premiurr
The premium charge for this endorsement shall be 2 percent of the premium developed on payroll in connection
with work perormed fer the above person(s) or organization(s) arising out of the operations described,
4 Advance Premium
ThiS andors9mant changes the poliCY to which ;1 Is attachad and Is effective nn the date issuad unless otherwise Slated.
(The Information below is required only when this endorsement is is&ued subsequent to preparation of the pc:Ilicy.)
Endorsement Effective 02/0 1 /05 Policy No_ we 2 07277 1433 Endorsement No.
Insured Big State Excavatio!";. Inc, Pramium$
Insuranne Company
Valley Forge Insurance Company
Countersigned by
~J.
we 4203 04 A
(Ed. 1-00)