HomeMy WebLinkAboutContract 44688 w
CITY SECRETARY EXECUTED
D.O.E. FILE FORT WORTH
CONTRACTOR'S WNaNG CM - -- -
'S E
CONSTRUCTIONCOP
CLIENT DEPARTMENT
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM
BOULEVARD
City Project No. 00666
Betsy Price Tom Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Transportation and Public Works Department
DOCUMENTS ISSUED FOR CONSTRUCTION
Freese and Nichols, Inc. These "Issued for Construction" Contract Documents
4055 International Plaza, Ste. 200 have been prepared by revising the Bidding Documents to
Fort Worth, Texas 76109 record references to addenda, field orders or change
orders issued as of 4/25/13.
April 2013 The Bidding Documents may have been revised to
incorporate these revisions directly into the "Issued for
Construction" Contract Documents. Contractor is
responsible for determining that these documents are
F R E E S E consistent with their understanding of the Bidding
F �� SNICHOL� Documents as modified per the appropriate provisions of
the Contract Documents, The Bidding Documents, as
modified per the appropriate provisions of the Contract
Documents, take precedence over these "Issued for
Construction"documents.
GM SECRET"
FXWOMTX
FORTWORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM
BOULEVARD
City Project No. 00666
Betsy Price Tom Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Transportation and Public Works Department
Freese and Nichols, Inc. THE SEAL THAT ORIGINALLY APPEARED
4055 International Plaza, Ste. 200 ON THIS DOCUMENT WAS AUTHORIZED BY
Fort Worth,Texas 76109 SCOTT BERMAN, P.E.,TEXAS NO.97310 ON
MARCH 27, 2013. FREESE AND NICHOLS,
April 2013 INC. TEXAS REGISTERED ENGINEERING
FIRM F- 2144. ALTERATION OF A SEALED
DOCUMENT WITHOUT PROPER
NOTIFICATION OF THE RESPONSIBLE
9 FREESE ENGINEER IS AN OFFENSE UNDER THE
��■ICNOLS TEXAS ENGINEERING PRACTICE ACT.
RECEIVED AUG - 9 2hU
000000-1
TABLE OF CONTENTS
= Page 1 of 1
1 TABLE OF CONTENTS
- 2
3 Division 00-General Conditions
4 0005 10 Mayor and Council Communication
5 0005 15 Addenda
6 0011 13 Invitation to Bidders
7 0021 13 Instructions to Bidders
8 0035 13 Conflict of Interest Affidavit
9 00 41 00 Bid Form
10 00 42 43 Proposal Form Unit Price Al
11 0043 13 Bid Bond
12 00 43 37 Vendor Compliance to State Law Nonresident Bidder
13 0045 11 Bidders Prequalifications
14 0045 12 Prequalification Statement
15 0045 13 Bidder Prequalification Application
16 00 45 26 Contractor Compliance with Workers'Compensation Law
17 00 45 40 Minority Business Enterprise Goal
18 00 52 43 Agreement
19 0061 13 Performance Bond
20 0061 14 Payment Bond
21 0061 19 Maintenance Bond
22 00 61 25 Certificate of Insurance
23 00 72 00 General Conditions
24 00 73 00 Supplementary Conditions
25
26 Division 01 -General Requirements 01 1100 Summary of Work
27 01 25 00 Substitution Procedures
28 01 31 19 Preconstruction Meeting
29 01 3120 Project Meetings
30 01 3216 Construction Progress Schedule
31 01 3233 Preconstruction Video
32 01 3300 Submittals
33 01 35 13 Special Project Procedures
34 01 45 23 Testing and Inspection Services
35 01 50 00 Temporary Facilities and Controls
36 01 5526 Street Use Permit and Modifications to Traffic Control
37 0157 13 Storm Water Pollution Prevention Plan
38 01 58 13 Temporary Project Signage
39 01 60 00 Product Requirements
40 01 66 00 Product Storage and Handling Requirements
41 01 71 23 Construction Staking
42 01 74 23 Cleaning
43 01 77 19 Closeout Requirements
44 01 7839 Project Record Documents
45
46
47 END OF SECTION
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00666
3 Revised November 9,2011
DIVISION 00
GENERAL CONDITIONS
M&C Review Page 1 of 1
Official site of the City of Fort Worth,Texas
FORTWORTH
CITY COUNCIL AGENDA
COUNCIL ACTION: Approved on 7/9!2013
DATE: 7/9/2013 REFERENCE C-26329 LOG NAME: 20SW MEACHAM BLVD
NO.: DRAINAGE—CONSTRUCTION
CODE: C TYPE: NOW PUBLIC NO
CONSENT HEARING:
SUBJECT: Authorize Execution of a Contract with CD Builders,Inc.,in the Amount of$1,137,235.00,
for Storm Drain and Channel Improvements at Meacham Boulevard,and Provide for
Contingencies and Construction Services for a Total Project in the Amount of
$1,292,352.00(COUNCIL DISTRICT 2)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with CD Builders,Inc.,
in the amount of$1,137,235.00 for Storm Drain and Channel Improvements at Meacham Boulevard.
DISCUSSION:
The purpose of this Mayor and Council Communication is to authorize the execution of a contract
with CD Builders,Inc.,in the amount of$1,137,235.00. The construction of this project will include
installation of multiple box culverts under Meacham Boulevard and upstream and downstream
channel Improvements.The project is being constructed to address frequent roadway overtopping
during rain events.
This project was advertised for bid in the Fort Worth Star-Telegram on March 28,2013 and April 4,
2013. On April 18,2013,the following bids were received:
Bidder Base Bid Time of Completion
CD Builders,Inc. $1,137,235.00
CPS Civil,LLC $1,205,115.00 210 Calendar Days
Earth Builders,LP $1,262,860.00
Jackson Construction Ltd. $1,289,000.00
Conatser Construction TX, $1,425,495.00
LP
Austin Filters stems,Inc. $1,586,191.00
Ark Contracting Services, $1,661,495.00
LLC
-Humphrey&Morton,Inc. $1,663,517.00
it is recommended that a contract be awarded in the amount of$1,137,235.00 to CD Builders,
Inc. Costs for the implementation of this project will be funded by the Stomrwater Capital Projects
Bond Fund.
Funding in the amount of$121,000.00 is included in this request for associated construction survey,
materials testing,and inspection services. The contingency fund established for this project for
possible change orders is$34,117.00.
MMIBE Office: CD Builders,Inc.,is in compliance with the City's BIDE Ordinance by committing to 16
percent MBE participation.The City's MBE goal on this project is 12 percent.
This project is located in COUNCIL DISTRICT 2,Mapsco 49P.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget,as appropriated,of the Stommvater Capital Projects Bond Fund.
TO Fund/AccounUCenters FROM Fund/Account/Centers
P227 541200 202280088683 $1.137.235.00
Submitted for City MamMers Office W. Fernando Costa(6122)
OftinatinA-Department Head: Douglas W.Wlersig(7801)
Additional Information Contact: Michael Owen (8079)
f
r ATTACHMENTS
00666 Meacham Blvd Map.pdf
http://www.fortworthgov.org/council_packet/mc—review.asp?ID--1 8505&counci1date=7/9/... 7/10/2013
SECTION 00 05 15
ADDENDA
CITY OF FORT WORTH, TEXAS
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 1
to the
Specifications & Contract Documents
for
STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD
CITY PROJECT NO. 00666
Bid Submittal Due Date:April 18,2013
Addendum No. 1 Issued:April 12,2013
The Specifications, Contract Documents and Drawings for the above mentioned project are revised and
amended as follows:
CONTRACT DOCUMENTS:
BID PROPOSAL 00 42 43
Modification: Replace the existing Proposal Form Section 00 42 43 with the attached Proposal Form
Section 00 42 43 Addendum 1 included in this Addendum. Changes to the Proposal Form include:
Remove Guardrail 127 LF
Metal Beam Guard Fence 255 LF
Portable Message Sign 2 EA
SECTION 02350 SCOURSTOP PERMANENT TRANSITION MATS
Modification: Add the standard specification included in this Addendum for Item 9999.0000 ScourStop
Transition Mats.
ITEM 540 METAL BEAM GUARD FENCE
Modification: Refer to the TxDOT Standard Specifications for Construction and Maintenance of Highways,
Streets, and Bridges adopted June 1,2004 Item 540 for the proposed Metal Beam Guard Fence technical
specification.
CONSTRUCTION PLANS:
STORMWATER DETAILS FIGURE 1
Modification: Add the detail included in this Addendum for Cast-In-Place multiple barrel storm drain box
culverts.
INFORMATION TO BIDDERS:
This Addendum No. 1,forms part of the Specifications&Contract Documents for the above referenced
project and modifies the original Specifications&Contract Documents of the same.
Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the
following locations:
Addendum No. 1 1 of 2 April 12,2013
a
(1) In the space provide on the signature page of the Proposal
(2) Indicate in upper case letters on the outside of your sealed bid envelop:
"RECEIVED&ACKNOWLEDGED ADDENDUM NO.I"
(3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid
submittal
Failure to acknowledge receipt of the Addendum No. 1 could cause the subject bidder to be considered
'NONRESPONSIVE", resulting in disqualification.
RECEIPT ACKNOWLEDGED Douglas W.Wiersig, P.E.
" DIRECTOR
TRANSPORTATION &PUBLIC WORKS DEPT.
By:
-A'.PfO4 4w. 62wm�.-
C fl 814dClCrS� - By
Company: C Michael Owen,P.E.
r
Project Manager
w
■
■
Addendum No. 1 2 of 2 April 12,2013
00 42 43
BID PROPOSAL
k Page 1 of 1
SECTION 00 42 43
PROPOSAL FORM-ADDENDUM 1
tF
UNIT PRICE BID Bidder's Application
Project Item Information Bidders Proposal
Bidlist Item Specification Unit of
No. Description Specification Quantity Unit Price Bid Value
Section No. Measure
0241.0500 Remove Fence 0241 13 LF 2,100
0241.0550 Remove Guardrail 0241 13 LF 127
0241.1100 Remove Asphalt Pvmt 0241 15 SY 235
0241.1300 Remove Conc Curb&Gutter 0241 15 LF 150
0241.3201 Remove Storm Sewer Box 0241 14 LF 110
0241.4401 Remove HeadwalUSET 0241 14 EA 2
3110.0101 Site Clearing 31 1000 LS 1
3110.0102 6"-12"Tree Removal 31 1000 EA 27
3110.0103 12"-18"Tree Removal 31 1000 EA 17
3291.0100 Topsoil 3291 19 CY 2,500.
3123.0101 Unclassified Excavation 31 23 16 CY 15,300
3125.0101 SWPPP>1 acre 31 2500 LS 1
3136.0102 Twisted Gabions 31 3600 CY 150
3136.0104 Twisted Gabion Mattresses 31 3600 CY 150
3137.0101 12rcLitStone Riprap,Dry 31 3700 SY 30
3211.0113 Flexible Base Course,Type A 3211 23 SY 235
3212.0302 2"Asphalt Pvmt Type D 34 12 16 SY 235
3212.0503 6"Asphalt Pvmt Type B 33 12 16 SY 235
3212.0401 HMAC Transition 32 12 16 TN 10
3216.0101 6"Conc Curb and Gutter 32 16 13 LF 150
3217.0306 12"SLD Pvmt Marking Paint 32 17 23 LF 75
3231.0211 Barbed Wire Fence Metal Posts 3231 26 LF 3,600
3292.0400 Seeding,H dromulch 32 92 13 SY 16,000
3293.0400 Seeding,Soil Retention Blanket 33 92 13 SY 9,000
3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 3
3305.0109 Trench Safety 33 05 10 LF 1,100
3341.2201 12x4 Box Culvert 3341 10 LF 960
3349.1000 Headwall Box Culvert 33 49 40 CY 80
3349.6001 10'Recessed Inlet 33 49 20 EA 1
3349.7001 4'DroD Inlet 33 49 20 EA 1
3471.0001 Traffic Control 3471 13 MO 2
,r' 3471.0002 Portable Message Sin 3471 13 EA 2
9999.0000 SRtcial Riprap 00 00 00 SY 370
Item 540 Metal Beam Guard Fence Tx DOT Item 540 LF 255
Total Bid
r
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 OP-41_00_00_42_4300 43_13 00 43 37 Bid Form-P`opasd-Band Vendor C-*is wo-Addmdtnn No l.xls
Section 02350
[ScourStop TM]
Permanent Transition Mats
■
1 GENERAL
1.1 SECTION INCLUDES
A. Permanent Transition Mats used in conjunction with integral soil anchors and the
appropriate soil cover(s) provide scour and erosion protection preventing soil and
vegetation loss resulting from excessive water flow(velocity and shear stress).
1.2 RELATED SECTIONS
A. Section 31 10 00—Site Clearing
B. Section 32 91 19—Topsoil Placement and Finishing of Parkways
C. Section 32 92 13—Hydromulching,Seeding and Sodding
1.3 UNIT PRICES
A. Method of Measurement: By the square yard (or square meter - as indicated in contract
documents)including seams,overlaps,and wastage.
B. Basis of Payment:By the square yard(or square meter-as indicated in contract
Documents)installed.
1.4 REFERENCES
A. American Society for Testing and Materials(ASTM):
1. D 792,method A—Standard Test Methods for Density and Specific Gravity
(Relative Density)of Plastics by Displacement
2. D 4355 — Standard Test Method for Deterioration of Geotextiles by Exposure to
Light,Moisture and Heat in a Xenon Arc Type Apparatus
3. D 4595—Standard Test Method for Tensile Properties of Geotextiles by the Wide-
Width Strip Method
4. D 6460 - Standard Test Method for Determination of Rolled Erosion Control
Product (RECP) Performance in Protecting Earthen Channels from Stormwater-
Induced Erosion
5. D 6525 - Standard Test Method for Measuring Nominal Thickness of Permanent
Rolled Erosion Control Products
6. D 6566 - Standard Test Method for Measuring Mass Per Unit Area of Turf
Reinforcement Mats
7. D 6818 — Standard Test Method for Ultimate Tensile Properties of Turf
■
Reinforcement Mats
B. Geosynthetic Accreditation Institute(GAl)-Laboratory Accreditation Program(LAP).
F
ScourStop CSI spec 2010.docx - 1 -
ON
am
C. American Association of State Highway and Transportation Officials(AASHTO)
D. National Transportation Product Evaluation Program(NTPEP).
1.5 DEFINITIONS
A. Minimum Average Roll Value (MARV): Property value calculated as typical minus two
standard deviations. Statistically, it yields a 97.7 percent degree of confidence that any
sample taken during quality assurance testing will exceed the value reported.
B. Typical Value: Physical property value referred to as average, mean or "target" value.
Also referred to as the statistical average value.
1.6 SUBMITTALS
A. Submit under provisions of Section[1300] [Submittals]:
1. Certification: The contractor shall provide to the Engineer a certificate stating
the name of the manufacturer, product name, style number, chemical
composition of the filaments or other pertinent information to fully describe the
Transition Mat(TM). The Certification shall state that the furnished TM meets
or exceeds the MARV requirements of the specification as evaluated under the
Manufacturer's quality control program. A person having legal authority to bind
the Manufacturer shall attest to the Certification.
2. The contractor shall submit five(5)copies of the manufacturer's data,
specifications,samples and a list of previous project installations of a TM.
3. The contractor shall submit a manufacturer's certification that the proposed
material complies with the requirements specified herein and are suitable for the
intended purpose.
4. No material shall be shipped to the Project Site until the manufacturer
certification is submitted to and approved by the Engineer.
5. The contractor and/or the engineer shall meet with a manufacturer's
representative on site prior to beginning installation. A letter shall be submitted
prior to installation that this meeting has occurred and any concerns about the
installation procedures have been addressed.
Ila 6. Alternative products to be submitted as an equal to the specified product within
this specification will require the following minimum documentation:
Performance data(Permissible Velocity and Permissible Shear Stress)for full
scale flume testing along with corresponding soil loss data in a day one and fully
vegetated state. Said data must be developed by independent third party testing
from a recognized testing facility. For culvert applications,demonstrated
prototype culvert outfall testing with appropriate velocities shall also be
provided. A written statement describing any noncompliance items of the
r` alternative product should be included in the submittal.
'� ScourStop CSI spec 2010.docx -2-
1.7 QUALITY ASSURANCE
A. Manufacturer Qualifications:
Manufacturer's shall maintain a written Quality Assurance policy/manual and make said
policy/manual available to the Engineer at his request.
1.8 DELIVERY,STORAGE,AND HANDLING
A. Product labels shall clearly indicate the manufacturer or supplier name and product name.
B. Each TM pallet shall be wrapped with a material covering that will protect the TM from
damage due to shipment,sunlight,and storage.
C. During storage, TM panels shall be adequately covered to protect them from the
following: site construction damage, extended ultraviolet radiation, chemicals that are
strong acids or strong bases, flames including welding sparks, excessive temperatures,
and any other environmental conditions that may damage the physical property values of
the TM.
2. PRODUCTS
2.1 MANUFACTURERS
A. Leggett&Platt,Inc
dba Landmark Earth Solutions
Number 1 Leggett Rd.
Carthage,MO 64836
1-877-997-2687
www.scourstop.com
B. Substitutions: Manufacturers others than those noted above should be a member of the
International Erosion Control Association (IECA) and gain engineer approval 30 days
prior to bid date.
2.2 MATERIALS
A. Transition Mat:
1. The TM shall be ScourStop manufactured for the purpose of permanent scour
.. protection and erosion control in high stress or flow areas. The TM shall be made
from 100%synthetic material(high density polyethylene)and contain no
biodegradable or photodegradable components or materials. The TM shall contain a
minimum of 15%HDPE recycled content as measured by mass per unit area.
2. The TM shall be a dimensionally stable and resilient mat providing mechanical
■ protection for soil covers that hold soil particles and sediment in place. The TM
shall provide permanent,uniform adherence of the soil covers to the soil profile. It
shall have 50%open space available for vegetative establishment.
■
ScourStop CSI spec 2010.docx -3 -
3. The TM shall be a semi-rigid mat which provides impact resistance and high tensile
strength. When anchored the TM maintains intimate soil contact while providing a
' minimum of 40 lbs of holding capacity per square foot to resist uplift forces due to
high velocity.
4. The TM shall meet the requirements of Table 1. Proposed equals must be approved
by the engineer a minimum of 30 days prior to bid date. Test results documenting
that the transition mat has been tested under controlled flow conditions for hydraulic
performance characteristics in accordance with ASTM D-6460 must be submitted
` along with the manufacturer's certification that the TM's design and components
meet or exceed all of the requirements set forth in this specification.
TABLE 1-PERMANENT TRANSITION MAT
p
Property Test Method Units Value
MARV or Typical)
Physical
Mass/Unit Area ASTM D 6566 lb/sf 0.93 MARV
Thickness ASTM D 6525 inches 0.437 MARV
Wide Width Tensile ASTM D 4595 lb/ft 2600 MARV
(MD/TD)
Percent Open Area Calculated % 50 Typical
Density/Specific ASTM D 792 g/cm3 0.938 MARV
Gravity Method A
UV Stability ASTM D 4355 % 90 MARV
Performance
Velocity Flume Testing ft/sec
Day 1 Performance ASTM D-6460 19.0
Fully Vegetated 31.0
Shear Flume Testing lb/ft
Day 1 Performance ASTM D-6460 13.0
Fully Vegetated 16.0
Culvert Outfall Test Prototype
Exit Velocity fps 16
Discharge cfs 90
'Acceptable facilities include Utah State University,Colorado State University
2.3 ACCESSORIES
A. Anchoring Devices
1. The anchoring devices for the TM are an integral component of the ScourStop
system. The soil anchors shall be a polymer material molded into a bullet tip. It
shall be 2 inches long by 1 inch wide with a .0495 inch diameter opening
lengthwise through the anchor. The anchors shall be connected with a pre-
attached tether extending up to 36 inches.
2. Tether strapping material shall be '/s inch wide polypropylene material with a
minimum tensile strength of 700 pounds.
3. Double Lock Washers shall be a flanged bushing type device with a diameter of
2.75 inches. The washer shall be .5 inches in height and fully recess into the
ScourStop CSI spec 2010.docx -4-
TM openings leaving only .125 inches above the transition mat. The washer
shall also employ a double lock mechanism that attaches to the tether and bullet
anchor.
B. Soil Covers
w
1. Soil covers utilized underneath the transition mat shall be in accordance with the soil
cover(s) manufacturer's recommendation and shall be appropriately selected for the
given application and soil conditions present. Typical soil covers may be turf
reinforcement mats,geotextiles,sod or a combination of these materials.
3.0 EXECUTION
3.1 PREPARATION
w A. The installation site shall be prepared by clearing,grubbing, and excavating or filling the
area to the design grade.
B. The surface to receive the soil cover(s)and TM shall be prepared to relatively smooth
conditions free of obstructions,depressions,debris and soft or low density pockets of
material. The material shall be capable of supporting a vegetative cover.
C. Erosion features such as rills,gullies,etc.must be graded out of the surface before the
soil cover(s)and TM deployment. Smooth roll drum compaction may be required before
deploying the soil cover and TM to make sure they maintain intimate contact with the
soil.
D. Anchor trenches, termination trenches and longitudinal anchor trenches for the chosen
soil cover material shall be installed per manufacturer's recommendations.
■
E. Where appropriate,use 1' wide transition mat strips for intermediate check slots at 20-25
ft intervals perpendicular to channel flow direction along the soil cover(s) apron past the
f
termination of the TMs. The TM check slot panels should be anchored on P centers with
the 36"bullet anchors.
F. Prior to final placement of the transition mat and soil cover(s)the prepared surface should
be inspected and approved by the Engineer.
3.2 INSTALLATION
A. Soil cover(s)and TMs are shown on the drawings to depict the locations and portions of
the work where they are to be installed. The transition mats shall be placed on the soil
cover(s)in such a manner as to produce a relatively planar surface.
■
B. Each transition mat shall be placed longitudinally end to end(overlapped when
appropriate)in the configuration specified so as to incur minimal waste. All placement
of TM panels shall be in accordance with the manufacturer's recommendations and the
Contractor's approved shop drawings unless otherwise specified by the Engineer.
C. When overlapping successive TM panels,the panels shall be overlapped upstream over
downstream,and/or upslope over downslope. Each TM panel shall be secured to the soil
cover(s)and ground with bullet anchors driven 12"to 36"deep as per manufacturer's
recommendation.
i
ScourStop CSI spec 2010.docx -5-
D. Install bullet anchors at the recommended rate based upon manufacturer's requirements
for engineered hydraulic events and different soil types(cohesive or non cohesive).
` Always anchor through both panels at the edges when overlapping panels. Additional
anchors may be needed to fully conform the mats to the soil profile.
p E. Care shall be taken during installation so as to avoid damage occurring to the soil
cover(s)and the TM as a result of the installation process. Should the soil cover(s)
material be damaged during installation,a soil cover(s)patch shall be installed extending
3'beyond the perimeter of the damaged area. New TM panels and anchors shall be
' placed over the damaged area when the damaged TM material cannot be reused.
F. The designated soil cover(s)material shall always be installed under the transition mats
and may extend downstream of the TM panels the distance and width specified for each
location in the plans. Soil cover(s)shall be installed both per the manufacturer's
specifications and per the transition mat specifications.
G. Alternative installation methods must be approved by the Engineer prior to execution.
H. Broadcast seed and fertilizer over and under the soil cover(s)and TMs when appropriate.
I. Apply supplemental water over the area as directed by site personnel during the initial
germination stage to help ensure vegetative establishment and cover.
J. The soil cover(s) apron should not be mowed until there is dense vegetation and should
be mowed to no less than a 6"depth in the initial growing season.
F END OF SECTION
F
F
A
F
F
F
F
A
ScourStop CSI spec 2010.docx -6-
I
i
I
THIS PAGE WAS INTENTIONALLY LEFT BLANK
NCAARel -VZ--h) — cl — — — — —
[RW0J33J][FWCAD2.FREESE.CDM]N;\i(\Re ,o hs D,\ST-AODCI-TEMP.dwg LAYOUT:sT-Mf-SC-CONCDl `r _�
Apr 12,2013-2:25pm LTS:1 SLTS:1 TWIST:-RVI
REF R
g" 4'-0" (TYP) g"
TYP Typ
,i 0" OR
D
W
r
U) K
_r
m
O
W TYP TYP A n
v �
•A N
Z W
W
� Z �
D
N
I'
I � o
I �
Z (7
0 \ o
O
X
>
7- a.
m 7-
F—
<
F71 rn
(/) C
M
-o =
�
O o
z
� N
C1 \ 0 -P
n @ -
W
C7
C
Co p�
nP
M
o*a,S,
• �� :moo es �l
/
r:N c) Qom
A. r�r`\
VV
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
CITY OF FORT WORTH kN JOB ND rTWp7397
MINE& STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAMBLVD SsaIENOTP0IL5CALE
P-e.sere zpo
• laii)iT��Teeipp^511
DESIGNED
MMT
DRUTED JM
CAST—IN—PLACE BOX OPTION E
T- 0 - P.
001113-1
INVITATION TO BIDDERS
Page 1 of 2
1 SECTION 0011 13
2 INVITATION TO BIDDERS
3
4 RECEIPT OF BIDS
5 Sealed bids for the construction of STORM DRAIN AND CHANNEL IMPROVEMENTS AT
6 MEACHAM BOULEVARD will be received by the City of Fort Worth Purchasing Office:
7
8 City of Fort Worth
9 Purchasing Division
10 1000 Throckmorton Street
- 11 Fort Worth,Texas 76102
12 until 1:30 P.M. CST,Thursday,APRIL 18,2013, and bids will be opened publicly and read aloud
13 at 2:00 PM CST in the Council Chambers.
' 14
15 GENERAL DESCRIPTION OF WORK
16 The major work will consist of the(approximate) following: Grade 1,300 LF of natural channel,
17 excavate 15,000 CY,install 960 LF of 12' x 4' RCB of box culverts,and install 200 LF of gabion
18 lined channel.
19
20 PREQUALIFICATION
21 The improvements included in this project must be performed by a contractor who is pre-
22 qualified by the City at the time of bid opening. The procedures for qualification and pre-
23 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS.
24
25 DOCUMENT EXAMINATION AND PROCUREMENTS
26 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
27 of Fort Worth's Purchasing Division website at hM://www.fortworth og v_org//purchasing/and
28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
29 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or
30 suppliers.
31
32 Copies of the Bidding and Contract Documents may be purchased from Freese and Nichols,Inc.
• 33 located at 4055 International Plaza Ste.200,Fort Worth,Texas 76109:
34
35 The cost of Bidding and Contract Documents is:
36 Set of Bidding and Contract Documents with full size drawings: $100
37 Set of Bidding and Contract Documents with half size(if available)drawings: $50
38
39 PREBID CONFERENCE
40 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO
41 BIDDERS at the following location,date,and time:
42 DATE: April 8,2013
43 TIME: 11:00 AM
44 PLACE: 1000 Throckmorton Street,Room 270
45 Fort Worth,Texas 76102
46 LOCATION: 2°d Floor of City Hall,TPW
47
48
49 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
001113-2
INVITATION TO BIDDERS
Page 2 of 2
1 City reserves the right to waive irregularities and to accept or reject bids.
2
3
4 INQUIRIES
5 All inquiries relative to this procurement should be addressed to the following:
6 Attn: Michael Owen,P.E.,City of Fort Worth '
7 Email: Michael.Owen@fortworthtexas.gov
8 Phone: 817-392-8079
9 AND/OR
10 Attn: Scott Berman,P.E.,Freese and Nichols,Inc.
11 Email: sfb@freese.com
12 Phone: 817-735-7460
13
14 ADVERTISEMENT DATES
15 March 28,2013
16 April 4,2013
17
18 END OF SECTION
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
002113-1
INSTRUCTIONS TO BIDDERS
Page 1 of 9
1 SECTION 00 21 13
2 INSTRUCTIONS TO BIDDERS
3 Defined Terms
4
5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72
6 00-GENERAL CONDITIONS.
7
8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
9 meanings indicated below which are applicable to both the singular and plural thereof.
10
11 1.2.1. Bidder: Any person,firm,partnership,company,association, or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person, firm,partnership,company,association,or
16 corporation acting directly through a duly authorized representative, submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
19
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided)makes an award.
22
23 2. Copies of Bidding Documents
24
25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. Prequalification of Bidders (Prime Contractors and Subcontractors)
33
34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified(even if inadvertently opened)shall not be considered.
37
38 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within
39 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00
40 45 11,BIDDERS PREQUALIFICATIONS.
41
42 3.2.1. Submission of and/or questions related to prequalification should be addressed to
43 the City contact as provided in Paragraph 6.1.
44
45
r
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACH.AM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
i
002113-2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low
2 bidder(s)for a project to submit such additional information as the City,in its sole
3 discretion may require,including but not limited to manpower and equipment records,
4 information about key personnel to be assigned to the project,and construction schedule,
5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to
6 deliver a quality product and successfully complete projects for the amount bid within
7 the stipulated time frame. Based upon the City's assessment of the submitted
8 information,a recommendation regarding the award of a contract will be made to the
9 City Council. Failure to submit the additional information, if requested,may be grounds
10 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
11 notified in writing of a recommendation to the City Council.
12
13 3.4.In addition to prequalification,additional requirements for qualification may be required
14 within various sections of the Contract Documents.
15
16 3.5. '
17
18 4. Examination of Bidding and Contract Documents,Other Related Data,and Site
19
20 4.1.Before submitting a Bid,each Bidder shall:
21
22 4.1.1. Examine and carefully study the Contract Documents and other related data
23 identified in the Bidding Documents(including"technical data"referred to in
24 Paragraph 4.2.below).No information given by City or any representative of the
25 City other than that contained in the Contract Documents and officially
26 promulgated addenda thereto, shall be binding upon the City.
27
28 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and
29 site conditions that may affect cost,progress,performance or furnishing of the
30 Work.
31
32 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
33 progress,performance or furnishing of the Work.
34
35 4.1.4.
36
37 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or
38 contiguous to the Site and all drawings of physical conditions relating to existing
39 surface or subsurface structures at the Site(except Underground Facilities)that
40 have been identified in the Contract Documents as containing reliable "technical
41 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any,
42 at the Site that have been identified in the Contract Documents as containing
43 reliable "technical data."
44
CrrY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011 i
0021 13-3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of
2 the information which the City will furnish.All additional inforniation and data
3 which the City will supply after promulgation of the formal Contract Documents
4 shall be issued in the form of written addenda and shall become part of the Contract
5 Documents just as though such addenda were actually written into the original
6 Contract Documents.No information given by the City other than that contained in
7 the Contract Documents and officially promulgated addenda thereto,shall be
8 binding upon the City.
9
10 4.1.7. Perform independent research,investigations,tests,borings,and such other means
11 as may be necessary to gain a complete knowledge of the conditions which will be
12 encountered during the construction of the project. On request,City may provide
13 each Bidder access to the site to conduct such examinations,investigations,
14 explorations,tests and studies as each Bidder deems necessary for submission of a
15 Bid. Bidder must fill all holes and clean up and restore the site to its former
16 conditions upon completion of such explorations,investigations,tests and studies.
17
18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the
19 cost of doing the Work,time required for its completion, and obtain all information
20 required to make a proposal. Bidders shall rely exclusively and solely upon their
21 own estimates, investigation,research,tests,explorations,and other data which are
22 necessary for full and complete information upon which the proposal is to be based.
23 It is understood that the submission of a proposal is prima-facie evidence that the
24 Bidder has made the investigation,examinations and tests herein required. Claims
25 for additional compensation due to variations between conditions actually
26 encountered in construction and as indicated in the Contract Documents will not be
27 allowed.
28
29 4.1.9. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or
30 between the Contract Documents and such other related documents. The Contractor
31 shall not take advantage of any gross error or omission in the Contract Documents,
32 and the City shall be permitted to make such corrections or interpretations as may
33 be deemed necessary for fulfillment of the intent of the Contract Documents.
34
35 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of.
36
37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
38 the site which have been utilized by City in preparation of the Contract Documents.
39 The logs of Soil Borings, if any,on the plans are for general information only.
40 Neither the City nor the Engineer guarantee that the data shown is representative of
41 conditions which actually exist.
42
43 4.2.2. those drawings of physical conditions in or relating to existing surface and
44 subsurface structures(except Underground Facilities)which are at or contiguous to
45 the site that have been utilized by City in preparation of the Contract Documents.
46
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents,but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn from any"technical data"or
7 any other data, interpretations,opinions or information.
8
9 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i)
10 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without
11 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means,methods,techniques, sequences or
13 procedures of construction(if any)that may be shown or indicated or expressly required '
14 by the Contract Documents,(iii)that Bidder has given City written notice of all
15 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, "
17 etc.,have not been resolved through the interpretations by City as described in
18 Paragraph 6., and(iv)that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the +
20 Work.
21
22 4.4.The provisions of this Paragraph 4,inclusive, do not apply to Asbestos,Polychlorinated
23 biphenyls(PCBs),Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work,Etc.
28
29 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for '
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities,construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
37
38 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed i
39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
40 of-way,easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project.
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way,easements,and/or permits, and shall submit a schedule to the City of how '
46 construction will proceed in the other areas of the project that do not require permits
47 and/or easements.
48
49 6. Interpretations and Addenda
50
CrrY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
002113-5
INSTRUCTIONS TO BIDDERS
Page 5 of 9
1 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to
2 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions
3 received after this day may not be responded to.Interpretations or clarifications
4 considered necessary by City in response to such questions will be issued by Addenda
5 delivered to all parties recorded by City as having received the Bidding Documents.
- 6 Only questions answered by formal written Addenda will be binding. Oral and other
7 interpretations or clarifications will be without legal effect.
8
9 Address questions to:
10
11 City of Fort Worth
12 1000 Throckmorton Street
13 Fort Worth,TX 76102
14 Attn: Michael Owen,PE,Department of Transportation and Public Works
15 Fax: 817-392-7854
16 Email: Michael.Owen@fortworthtexas.org
17 Phone: (817)392-8079
18
19
20 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by
21 City.
22
23 6.3.Addenda or clarifications may be posted via Buzzsaw at
24 https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%2OProjects/00666
25 %20-%20Meacham%20Blvd.-
26 Mark%20IV%20Drainage%20lmprovements/General%20Contract%20Documents%20a
27 nd%20Specifications/10%20%2OAddenda.
28
29 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or
30 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
31 Project. Bidders are encouraged to attend and participate in the conference. City will
32 transmit to all prospective Bidders of record such Addenda as City considers necessary
33 in response to questions arising at the conference. Oral statements may not be relied
34 upon and will not be binding or legally effective.
35
36 7. Bid Security
37
38 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
39 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
40 the requirements of Paragraphs 5.01 of the General Conditions.
41
42 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
43 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
44 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in
45 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited.
46 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
47 other Bidders whom City believes to have a reasonable chance of receiving the award
48 will be retained by City until final contract execution.
49
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
0021 13-6
INSTRUCTIONS TO BIDDERS
Page 6 of 9 #
1 8. Contract Times
2 The number of days within which,or the dates by which,Milestones are to be achieved in
3 accordance with the General Requirements and the Work is to be completed and ready for +
4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
6 i
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or-Equal" Items
11 The Contract,if awarded,will be on the basis of materials and equipment described in the
12 Bidding Documents without consideration of possible substitute or"or-equal'items.
13 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or-
14 equal' item of material or equipment may be furnished or used by Contractor if acceptable to
15 City,application for such acceptance will not be considered by City until after the Effective
16 Date of the Agreement. The procedure for submission of any such application by Contractor
17 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.05C. of the General
18 Conditions and is supplemented in Section 0125 00 of the General Requirements.
19
20 11. Subcontractors, Suppliers and Others
21
22 11.1. In accordance with City Ordinance No. 15530(as amended),the City has goals for
23 the participation of minority business and women business enterprises in City
24 contracts.A copy of the Ordinance can be obtained from the Office of the City
25 Secretary. The Bidder shall submit the MBE/WBE Utilization Form,
26 Subcontractor/Supplier Utilization Form,Prime Contractor Waiver Form and/or
27 Good Faith Effort Form(with"documentation)and/or Joint Venture Form as
28 appropriate.The Forms including documentation must be received by the City no
29 later than 5:00 P.M. CST,five(5)City business days after the bid opening date.The
30 Bidder shall obtain a receipt from the City as evidence the documentation was
31 received. Failure to comply shall render the bid as non-responsive.
32
33 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
34 or organization against whom Contractor has reasonable objection.
35
36 12. Bid Form
37
38 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
39 obtained from the City.
40
41 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
42 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
43 the Bid Form. A Bid price shall be indicated for each Bid item,alternative, and unit
44 price item listed therein. In the case of optional alternatives,the words "No Bid,"
45 "No Change," or"Not Applicable"may be entered.Bidder shall state the prices,
46 written in ink in both words and numerals,for which the Bidder proposes to do the
47 work contemplated or furnish materials required. All prices shall be written legibly.
48 In case of discrepancy between price in written words and the price in written
49 numerals,the price in written words shall govern.
50
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
002113-7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
1 12.3. Bids by corporations shall be executed in the corporate name by the president or a
2 vice-president or other corporate officer accompanied by evidence of authority to
3 sign. The corporate seal shall be affixed. The corporate address and state of
4 incorporation shall be shown below the signature.
5
6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
7 partner,whose title must appear under the signature accompanied by evidence of
8 authority to sign. The official address of the partnership shall be shown below the
9 signature.
10
11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
12 member and accompanied by evidence of authority to sign. The state of formation of
13 the firm and the official address of the firm shall be shown.
14
15 12.6. Bids by individuals shall show the Bidder's name and official address.
16
17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
18 indicated on the Bid Form. The official address of the joint venture shall be shown.
19
20 12.8. All names shall be typed or printed in ink below the signature.
21
22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of
23 which shall be filled in on the Bid Form.
24
25 12.10. Postal and e-mail addresses and telephone number for communications regarding the
26 Bid shall be shown.
27
28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
29 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance
30 to State Law Non Resident Bidder.
31
32 13. Submission of Bids
33 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents,
34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
36 marked with the City Project Number,Project title,the name and address of Bidder,and
37 accompanied by the Bid security and other required documents. If the Bid is sent through the
38 mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope
39 with the notation "BID ENCLOSED" on the face of it.
40
41 14. Modification and Withdrawal of Bids
42
43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
44 withdrawn prior to the time set for bid opening. A request for withdrawal must be
45 made in writing by an appropriate document duly executed in the manner that a Bid
46 must be executed and delivered to the place where Bids are to be submitted at any
47 time prior to the opening of Bids. After all Bids not requested for withdrawal are
48 opened and publicly read aloud,the Bids for which a withdrawal request has been
49 properly filed may,at the option of the City,be returned unopened.
50
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
i
002113-8
INSTRUCTIONS TO BIDDERS
Page 8 of 9 ■
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates(if any) will be made available ■
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion,release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluation of Bids and Award of Contract
15
16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
17 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids
18 and to reject the Bid of any Bidder if City believes that it would not be in the best
19 interest of the Project to make an award to that Bidder,whether because the Bid is
20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
21 meet any other pertinent standard or criteria established by City. City also reserves
22 the right to waive informalities not involving price,contract time or changes in the
23 Work with the Successful Bidder. Discrepancies between the multiplication of units
24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
25 between the indicated sum of any column of figures and the correct sum thereof will
26 be resolved in favor of the correct sum. Discrepancies between words and figures
27 will be resolved in favor of the words.
28
29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
30 among the Bidders,Bidder is an interested party to any litigation against City,
31 City or Bidder may have a claim against the other or be engaged in litigation,
32 Bidder is in arrears on any existing contract or has defaulted on a previous
33 contract,Bidder has performed a prior contract in an unsatisfactory manner, or
34 Bidder has uncompleted work which in the judgment of the City will prevent or
35 hinder the prompt completion of additional work if awarded.
36
37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
38 other persons and organizations proposed for those portions of the Work as to which
39 the identity of Subcontractors, Suppliers,and other persons and organizations must
40 be submitted as provided in the Contract Documents or upon the request of the City.
41 City also may consider the operating costs,maintenance requirements,performance
42 data and guarantees of major items of materials and equipment proposed for
43 incorporation in the Work when such data is required to be submitted prior to the
44 Notice of Award.
45
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility,qualifications,and financial
48 ability of Bidders,proposed Subcontractors, Suppliers and other persons and •
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
0021 13-9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1 17.4. Contractor shall perform with his own organization,work of a value not less than
2 35%of the value embraced on the Contract,unless otherwise approved by the City.
3
4 17.5. If the Contract is to be awarded,it will be awarded to lowest responsible and
5 responsive Bidder whose evaluation by City indicates that the award will be in the
6 best interests of the City.
7
8 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award
t 9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
12 comparable contract in the state in which the nonresident's principal place of
13 business is located.
14
15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
16 to be awarded,City will award the Contract within 90 days after the day of the Bid
17 opening unless extended in writing. No other act of City or others will constitute
18 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by
19 the City.
20
21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
22
23 18. Signing of Agreement
24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
26 Contractor shall sign and deliver the required number of counterparts of the Agreement to
27 City with the required Bonds, Certificates of Insurance, and all other required documentation.
28 City shall thereafter deliver one fully signed counterpart to Contractor.
29
30
31
32 END OF SECTION
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
003513-1
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 3
1 SECTION 00 3513
2 CONFLICT OF INTEREST AFFIDAVIT
3
4 Each bidder,offeror,or respondent(hereinafter also referred to as"you")to a City of Fort Worth
5 (also referred to as"City")procurement are required to complete Conflict of Interest
6 Questionnaire(the attached CIQ Form)and Local Government Officer Conflicts Disclosure
7 Statement(the attached CIS Form)below pursuant to state law. This affidavit will certify that the
8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on
9 City Work. The referenced forms may be downloaded from the website links provided below.
10
11 httl2://www.ethics.state.tx.us/forms/CIQpdf
12
13 http://www.ethics.state.tx.us/forms/CIS.pdf
14
15 0 CIQ Form is on file with City Secretary
16
17 0 CIQ Form is being provided to the City Secretary
18
19 Q CIS Form is on File with City Secretary
20
21 0 CIS Form is being provided to the City Secretary
22
23
24
25 BIDDER:
26
27 CD Builders, Inc. By: Johnny Pereira -
28 Company (Please Print
29 ,
30 411 S. College Dr. , Signature:
31 Address
32
33 Keene TX, USA 76059 Title: Vice—President
34 City/State/Zip (Please Print)
35
36
n CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S City Project No.00666
Revised July 1,2011
003513-3
CONFLICT OF INTEREST AFFIDAVIT
Page 3 of 3
LOCAL GOVERNMENT OFFICER FORM CIS
CONFLICTS DISCLOSURE STATEMENT
(imiruc nsfQmrpletrpandBngNsfanrareptalidedmilereitpMm)
Tub r'bo-, --- rrbeb cluagm,mmb b be em by X.d 101.M Lmg-mfr Smtloa. pFFICIE t E 01iy
This is the notice to the approprisle kcal governrerhl mill tht the toiou ft bal
poramertaNicerhosbewnieverdeoHldsNetregwwihecKKwlolie Nissirenert o.eitsecd
in aMMXUnde VAIh Chopler 17Q Loud Gonernnm t Cade
1 !lame of Local Govetrnrrert Officer
A�
3 Office Held
/vV /v
3 Mame of person described by Sections 1716.082(a)and 1 M983K Local Government Code
• NQ N '
4 Description of Me/eine and extent of employment or other busiess relationship wift Pelson reed in item 3
)JO Nig
S Lot g+ts accepted by the local government officer and any fail member.exckodmg gds described by Section
176.0"a-1),if aggregate rake of the Alts accepted iron person named in item 3 exceed S23N during the 12ionth
wind described by 176.003(a)(2MB) v
Date Gift Accepted u Desn4iol diitili A lMo Y1 C
Dalt Gift Accepted ` ► /� Descriptim/f� &0 •Ll F
Dale Gift Accepted /� Descipdkm of Got '�/V Alf—
~
lf{attadn addomnal imrrE as nece.mary)
c AFFUrartr
I o Edw pn par peppy ad beabove stntmert is IRE and colowl.I NJ
90/e dlsewaee applies to a 9001 merle ps deiced by Seeson MIRIM LOM
Gawnw et code)of lb tod gonsmmW dam I oto adtmrI Nj tlta<Bb s>a-
axles Ile 1"MM period dtxodeed by Sedlm 176. a}lGorenimed tbBe
P "-
r mwum.e of"Na Gowmemst ONCer
APM MOWkW*TAW J IWAL AWM
d immismrd "ldedce.aw9mmM A)LAr -fu rt1R dew
l M m .Yrpr�AYt�etmAs4�i mmded�. `1 �i'�
A !_ •�
aa•m.e of amc is OEM Pcrded err or elm Tee of omm 0�
Adopted 06/29x1007
)
2 END OF SECTION
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
0035 13-2
CONFLICT OF INTEREST AFFIDAVIT
Page 2 of 3
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
For vendor or other person doing business with local govenunentel entity
Ttla qmmdmmmwo meads estaetgra taxa•In w Nur by Ila 101.aalr tar-logon SNOW OFFICEUSE01"
This q msiasldie 6 bwV bbd in m ooldenee wM Cltapler 176.Loral Goeterromrt Cade Ode aeceered
by s person rho hes a bug umai rdobo nh4 as defrued by Sechon l70Ml(l-4uilh r kmW
oororroenW enNy and the person meets regLseeammils mWer Seam 17a.00E(a1-
By fare:gLomfu nie rtdtct belied air tlrerecordsadmsiraloraft me hmo d gove rsnerii
erdly not falerrtan rte 71h bu simm day~fm dole Ire person son beaonres arrere of tants
,tat mquwe#w sderneet to be Ned. See Sec6an 17x.006.Lord Gowsmrert Cade.
A person camels an offense if the person tncwirWy viaales Secfion 176.008, Mori
Govenwnert Code_An a ferse underd is section s a Gass C medaeteartoc
1 Nie of person w6o has a ltersiress netaboeshp wi local fsveaamKoW ee ft
lip N
2
❑ Che&Ors box Rpm are fiftg an oyihr to a preokm*fled gmsbopsse.
(The Lima m*wm mat you Me an updabd cooWleted**Ow—adh 6te approp note ting-0monlr not
Wer than 16e Ah business day idler he dib fte ongnmly Ned gresWorw a beaseues nmrnpfele or ivacorale.)
Name of taeat apMerarwent officer sm%vias tie:ha sgIr.er l err business R6abo sip-
latter of 011ixer
This scion(km 3 ndexft subparts A.B.C 3 D) need be oorupleled for each officer wih Ilan 6e Her hm an
en*iopvwd or clue,busni rel li I ts14; as defined by Seeiat 17GADI(1,a�local Gaveem ed Cade- Mach addbmal
pages to rub Faun CIO as necessary.
A. Is the local gmwmret officer Ilarsed it MTs seealiore leestinitp or"io remm tmmWe imse,alter Om it esknot
imrte from the Nes d to grresimame?
ye-
B. Is the Nes of fte ques6omwe teceiritp or fitly to meive tale i adder t m itelesYeerrt imra Tam CW alt rue
dsethort of fie local gmermmnt ofxxs namd a res section AM to tasadfe tre0orne is not reoerred from Me local
a 1m lr.
C_ Is Ite Nes of tus grestonna vlenpfeged" by a ata1 1 ak or otter business eriy wiN respect In rrrh On doral
gwjmmn d oFm serves as an aR�oe/r�Q�/dee I a holds art awersltp of 10 pc+ecnrt err mase?
4 �� E
D.Deesrnbe each ei Viogum err busire$refioraft wiu the local gums uert uftm ranted n fu s attar.
9° gQ/3
dery bwWms ern On gtraa+xeaed end now
Adopted OWW=7
i
■ CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
rr
00 41 00
am FORM
Pop 1 of 3
SECTION 00 4100
BID FORM
TO: The City Manager
clo:The Purchasing Department
1000 Throclmiortoe Street
City of Fort Worth,Texas 76102
FOR: STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY AND FRANKLIN DRIVE
City Project No.: #00666
t
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted,to enter into an Agreement with City in the form included in the Bidding
Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time
indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1.In submitting this Bid,Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS
TO BIDDERS,including without limitation those dealing with the disposition of Bid Bond,
2.2. Bidder is aware of all costs to provide the required insurance,will do so pending contract award,and will provide a valid insurance
certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not
submitted in conformity with any collusive agreement or rules of any group,association,organization,or corporation.
2.4.Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5.Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract For the purposes of
this Paragraph:
a. "corrupt practice"means the offering,giving,receiving,or soliciting of any thing of value likely to influence the
action of a public official in the bidding process.
b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to
the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the
benefits of free and open competition.
c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge
of City,a purpose of which is to establish Bid prices at artificial,non-competitive levels.
I
d. "coercive practice"means harming or threatening to harm,directly or indirectly,persons or their property to
influence their participation in the bidding process or affect the execution of the Contract
r
CRY OF FORT WORTH
STANDARD CONSTRUCTION SPECnr1CATIp��
10
Form Revised 20110627 W 4 _42 43_00 43_13_00 43_37_Bid_Form-Proposal-$ond_V�dor Compliance-Addendum No 1(2)
it
00 4100
BID FORM
Pogo 2 of 3
3. Prequalit9cation
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Asphalt Paving Construction/Reconstruction(LESS THAN 10,000 square yards)
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 210 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or
achievement of Milestones)within the times specified in the Agreement.
3. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form
b.Required Bid Bond,Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General
Conditions.
c. Proposal Form Section
d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37
e. MWBE Forms(optional at time of bid)
f. Prequalification Statement,Section 00 45 12
g. Conflict of Interest Affidavit,Section 00 35 13
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided
below,please enter the total bid amount for this project.Only this figure will be read publicly by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification
and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this
proposal and then totaling all of the extended amounts.
1, 13 qj SOQ.00
Ilion one hundred and Accrousana( ive hunc>(reof dollars
one m
OERS.,
®o QORATe
o
e CG
2®�
MY OF FORT WORTH
STANDARD CONSTRUCTION SPEMWATIO�pp�
Form Revised 20110627 OU 4I %_42 43_00 43_13 00 43_37_Bid Form-Proposal-Bond_Vendor Compliance-Addendum No 1(2)
{
e
00 41 00
BBD FORM
Page 3 of 3
7. Bid Submittal
This Bid is submitted on 18-Apr-13 by the entity named below.
Respectfully submitted Receipt is acknowledged of the l
+ followingAddenda:
BY Addendum No. 1:
CV (Signature) Addendum No.2:
Addendum No.3:
Johnny Pereira Addendum No.4:
(Printed Name)
• Title: Vice President
Company: CD Builders,Inc pRAT 'l
I Address: 411 S.College Dr.
Q �c /•%
Keene,TX 76059 V CJ(�P`. •
IState of Incorporation: Puerto Rico (� `T
Email:johnnyps51@yahoo.com
Phone: 787-469-5633 2 p 1
END OF SECTION
r
r
I
I
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPWMCAn0
Form Revised 20110627 1M0 42 43_00_43_13_00 43 37_Bid_Form-Proposal-Bond_Vendor Compliance-Addendum No 1(2)
OD 42 43
BD PROPOSAL
Page I oft
SECTION 00 42 43
PROPOSAL FORM-ADDENDUM 1
UNIT PRICE BID Bidder's Application
Project Item Information Bidders Proposal
Bidlist It® Description specificafion Unit of Bid Quantity Unit Price Bid Value
No. Section No. Measure
0241.0500 Remove Fence 0241 13 LF 2,100 $1.00 $2,100.00-
0241.0550
2100.00-
0241.0550 Remove Guardrail 0241 13 LF 127 $5.00 5635.00
0241.1100 Remove AsIthaft Pvmt 02 41 15 SY 235 $1.00 $235.00 `
0241.1300 Remove Conc Curb&Gutter 0241 15 LF 150 $1.00 $150.00
0241.3201 Remove Storm Sewer Box 0241 14 LF 110 $95.00 $10,450.00
0241.4401 Remove HeadwsIVSET 0241 14 EA 2 $500.00 $1.000.00
3110.0101 Site Clearing 311000 LS 1 $10,000.00 $10,0()0.00
3110.0102 6"-12"Tree Removal 311000 FA 27 $100.00 $2,700.00
3110.0103 12"-18"Tree Removal 311000 FA 17 $125.00 $2,125.00
3291.0100 Tomoil 32 91 19 CY 2,500 $3.00 $7,500.00
3123.0101 Unclassified Excavation 31 23 16 CY 15,300 $10.00 $153.000.00
3125.0101 SWPPP>1 acre 31 25 00 LS 1 $15,000.00 $15,000.00
3136.0102 Twisted Gabions 31 36 00 CY 150 $190.00 $28,500.
3136.0104 Twisted Gabion Mattresses 31 36 00 CY 150 $215.00 $32,250.
3137.0101 Large Stone Riprap,Dry 31 37 00 SY 30 $100.00 $3,W.00
3211.0113 Flexible Base Course TVW A 32 11 23 SY 235 $58.00 $13,630.00
3212.0302 2"Asphalt Pvmt Type D 34 12 16 SY 235 $90.00 $21,150.00
3212.0503 6"Asphalt Pvmt Type B 331216 SY 235 $61.00 $14,335.00
3212.0401 HMAC Transition 32 12 16 TN 10 $420.00 $4,200.00
3216.0101 6"Conc Curb and Gutter 32 16 13 LF 150 $20.00 $3,000.00
3217.0306 12"SLD Pvmt Marking Paint 32 17 23 LF 75 $12.001 $900.00
3231.0211 Barbed Wire Fence Metal Posts 32 31 26 LF 3,6W $5.00 $18,000,00
3292.0400 Seeding, romulch 32 92 13 SY 16,000 $1.75 $28,000.00
3293.0400 Seeding,Soil Retention Blanket 33 92 13 SY 9,000 $2.50 $22,500.00
3305.0103 ExPlOrdtoty Excavation of Existim Utilities 33 05 30 EA 3 $2,000. $6,000.00
3305.0109 Trench Safft 33 05 10 LF 1,100 $5.00 $5.500.00
3341.2201 12x4 Box Culvert 33 41 10 LF 960 $650.00 $624,000.00
3349.1000 Headwall Box Culvert 334940 CY 80 $600.00 $48,000.00
3349.6001 10'Recessed Inlet 334920 FA 1 $5,000.00 $5,000.00
3349.7001 4'DroD Inlet 334920 FA 1 $4,000.00 $4,000.00
3471.0001 Traffic Control 34 71 13 MO 2 $1,700.00 S3 400.00
3471.0002 Portable Message Sign 34 71 13 EA 2 $1.800.00 $3,600.00
9999.0000 Special Riprap 000000 SY 370 $100.00 $37000'00
Item 540 Metal Beam Guard Fence TxDOT Iters 540 LF 255 $25.00 56 375.00
Total Bid 511 .00 ��� •�
� go,RS �
�ORAT� �(1
m V StiP�',�09 e
Z®
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPFCWWATON DOCUNIFINTTS
Form Revved 20110627 00_41_00_004243 Ofl 4313 00 43_37 Bid_Fomrhopoa{-Bmd Vendor Canpli AddmdomNo 1(2)
00 43 13
BID BOND
Page 1 of I
SECTION 00 4313
BID BOND
KNOW ALL BY THESE PRESENTS:
I�
That we,(Bidder Name) Company
om an Name Here
hereinafter called the Principal,and(Surety Name)
a corporation or firm duly authorized to transact surety business in the State of Texas,hereinafter called the Surety,are held and firmly bound unto
the City, hereinafter called the Obligee, in the
sum of No/100 Dollars
($ .00), the payment of which sum will be well and truly made and the
said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firm by these
presents.
WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee,
identified as STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY AND FRANKLIN DRIVE
NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to
the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the
Contract in writing with the Obligee in accordance with the terms of such proposal,then this bond shall be null and void.If the Principal fails to
execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution o:
the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in
accordance with the proposal,this bond shall become the property of the Obligee,without recourse of the Principal and/or Surety,not to exceed the
penalty hereof;and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total
Bid Amount.
SIGNED this day of 12013.
By:
(Signature and Tide of Principal)
*By. .,
(Signature of Attomey-of-Fact)
*Attach Power of Attorney(Surety)for Attomey-in-Fact Impressed Surety
Seal Only
END OF SECTION
MY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 00 41 00_00_42_43_00_43 13_00 43_37 Bid_Fmn-Pmpaaal-Bmd Vendor Covglion o-Addwdum No 1—CONFORMED
THIS PAGE WAS INTENTIONALLY LEFT BLANK
" , 1
0043 37
VENDOR COMPLIANCE TO STATE LAW
Page I of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders.This law provides
that,in order to be awarded a contract as low bidder,nonresident bidders(out-0f--state contractors whose corporate offices
or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or
services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder
would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the
nonresident's principal place of business is located.
" The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications.
The failure of nonresident bidders to do so will automatically disqualify that bidder.Resident bidders must check the box in
Section B.
" A. Nonresident bidders in the State of tit"te l'V j lr 10tnk ,our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of Puerto Rico our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas.
BIDDER:
Company: CD Builders,Inc By: Johnny P4��
Address: 411 S.College DR
0 (Signature)
Keene,Tx 76059
Title: Vice President
i
Date: r�/ a, ;0/3
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 00_41_00_00_42_43_00_43_13_00_43_37_Bid_F—Proposal-Bood_Vendor_Compiiseae-A"—'=No I
004511-1
BIDDERS PREQUALIFICATIONS
Pagel of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
3
4 1. Summary.All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12,Prequalification
6 Statement for the work type(s)listed with their Bid.Any contractor or subcontractor who is
7 not prequalified for the work type(s)listed must submit Section 00 45 13,Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor.The information must be submitted seven(7) days prior
12 to the date of the opening of bids. For example,a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31 st day of March
y 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application,the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements,if any
22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles
23 of Incorporation,Articles of Organization,Certificate of Formation,LLC
24 Regulations,Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxpermit/and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects.The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification.These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
004511-2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory,the financial statements must be audited or reviewed
2 by an independent,certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual,corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not,in fact,independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1)express an unqualified opinion, or(2)express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time. '
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1. •
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital=current assets—current
26 liabilities)by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared,the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report,the notation of
37 "None"or"N/A"should be inserted.
38 (2) A minimum of five(5)references of related work must be provided. •
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer,model and general common description of
43 each piece of equipment.Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the '
49 contractor to demonstrate acceptable financial ability or performance.
i
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised July 1,2011
004511-3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 c. The City will issue a letter as to the status of the prequalification approval.
2 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid
3 the prequalified work types until the expiration date stated in the letter.
4
5
6
7
8
9 END OF SECTION
10
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
w Revised July 1,2011
M ro
0045 12-1
PREQUALIFICATION STATEMENT
Page 1 of 1
1 SECTION 00 4512
2 PREQUALIFICATION STATEMENT
3 Each Bidder for a City procurement is required to complete the information below by
4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the
5 major work type(s)listed.
6
Major Work Type Contractor/Subcontractor Company Prequalification
Name Expiration Date
Asphalt Paving
Construction/Reconstruction K D/1 T, LLC
(LESS THAN 10,000 square �l
yards
7
8
9 The undersigned hereby certifies that the contractors and/or subcontractors described in
10 the table above are currently prequalified for the work types listed.
11
12 BIDDER:
13
14 CD Builders, Inc. By: Johnny Pereira
15 Company
'Please Print)
16
17 411 S. College Dr. , Signature: >
18 Address
19
20 Keene TX, USA 76059 Title: Vice—President
21 City/State/Zip (Please Print)
f 22
23 Date: H pr�l �7i 013
24
25 END OF SECTION
26
CITY OF FORT WORTH STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BLVD.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00666
Revised JWy 1,2011
FORTWORTH
SECTION 00 4513
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet December 31, 2012
Mark only one:
Individual
Limited Partnership
CD Builders, Inc. General Partnership
Name under which you wish to qualify
Corporation
H
n
Limited Liability Company
HC-02 Box 147401 Gurabo P.R. 00778
Post Office Box City State Zip Code
Road 189 Km 3.1 Bo. Rincon. Gurabo P.R. 00778
Street Address(required) City State Zip Code
(787)744-4863 (!87)746-2143 cdbuilders@live.com
Telephone Fax Email
801744109
Texas Taxpayer Identification No.
66-0591654
Federal Employers Identification No.
029163511
DUNS No.(if applicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH,TEXAS 76102-6311
AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION"
f
e
004513-2
BIDDER PREQUALIFICATION APPLICATION
Page 2 of 8
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm:
(Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is
checked)
x❑ Has fewer than 100 employees
and/or
X] Has less than$6,000,000.00 in annual gross receipts
OR
F] Does not meet the criteria for being designated a small business as provided in Section
2006.001 of the Texas Government Code.
The classification of your firm as a small or large business is not a factor in determining eligibility to
become prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring-24-inch diameter casing and less
Augur Boring-Greater than 24-inch diameter casing and greater
Tunneling—36-Inches—60—inches,and 350 LF or less
Tunneling-36-Inches—60—inches,and greater than 350 LF
Tunneling—66"and greater,350 LF and greater
Tunneling—66"and greater,350 LF or Less
Cathodic Protection
x Water Distribution,Development,8-inch diameter and smaller
x Water Distribution,Urban and Renewal,8-inch diameter and smaller
x Water Distribution,Development, 12-inch diameter and smaller
x Water Distribution,Urban and Renewal, 12-inch diameter and smaller
x Water Transmission,Development,24-inches and smaller
x Water Transmission,Urban/Renewal,24-inches and smaller
x Water Transmission,Development,42-inches and smaller
x Water Transmission,Urban/Renewal,42-inches and smaller
x Water Transmission,Development,All Sizes
x Water Transmission,Urban/Renewal,All Sizes
x Sewer Bypass Pumping, 18-inches and smaller
x Sewer Bypass Pumping, 18-inches—36-inches
x Sewer Bypass Pumping 42-inches and larger
CCTV,8-inches and smaller
CCTV, 12-inches and smaller
CCTV, 18-inches and smaller
HCCTV,24-inches and smaller
CCTV,42-inches and smaller
CCTV,48-inches and smaller
CITY OF FORT WORTH (Insert P-ject Nmnej
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Insert Projea Nnmherj
Revised December 20,2012
0
004513-3
BIDDER PREQUALIFICATION APPLICATION
Page 3 of 8
MAJOR WORK CATEGORIES,CONTINUED
x Sewer CIDP, 12-inches and smaller
x Sewer CIPP,24-inches and smaller
x Sewer CIDP,42-inches and smaller
Sewer CIDP,All Sizes
Sewer Collection System,Development,8-inches and smaller
Sewer Collection System,Urban/Renewal,8-inches and smaller
Sewer Collection System,Development, 12-inches and smaller
Sewer Collection System,Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development,24-inches and smaller
Sewer Interceptors, Urban/Renewal,24-inches and smaller
Sewer Interceptors, Development,42-inches and smaller
Sewer Interceptors, Urban/Renewal,42-inches and smaller
Sewer Interceptors, Development,48-inches and smaller
Sewer Interceptors, Urban/Renewal,48-inches and smaller
Sewer Pipe Enlargement 12-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement,All Sizes
Sewer Cleaning,24-inches and smaller
Sewer Cleaning,42-inches and smaller
Sewer Cleaning,All Sizes
Sewer Cleaning,8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction(LESS THAN 10,000 square yards)
Asphalt Paving Construction/Reconstruction(10,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance(UNDER$1,000,000)
Asphalt Paving Heavy Maintenance($1,000,000 and OVER)
x Concrete Paving Construction/Reconstruction(LESS THAN 10,000 square yards)
x Concrete Paving Construction/Reconstruction(10,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITY OF FORT WORTH /lasert Project Nannej
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Insert Project Namberj
Revised December 20,2012
004513-4
BIDDER PREQUALIFICATION APPLICATION
Page 4 of 8
1. List equipment you do not own but which is available by renting
DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER
CD Builders, Inc. , does no need to rent equipment because it has
his own.
2. How many years has your organization been in business as a general contractor under your present
name?_],2,_�ear�s
List previous business names: N/A
3. How many years of experience in 12 years construction work has your organization
had:
(a) As a General Contractor. X (b)As a Sub-Contractor:
4. *What projects has your organization completed in Texas and elsewhere?
CLASS LOCATION NAME AND DETAILED
CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO
AMOUNT WORK COMPLETED STATE WHOM YOU REFER
See h ent "A"
*If requalifying only show work performed since last statement.
5.Have you ever failed to complete any work awarded to you? No
If so,where and why?-N/A
6.Has any officer or owner of your organization ever been an officer of another organization that failed to
complete a contract? No
If so,state the name of the individual,other organization and reason. N/A
7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her
name?_ -No
If so,state the name of the individual,name of owner and reason. N/A
CITY OF FORT WORTH (Insert Pruievi Namel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (!user,Prujec,Number/
Revised December 20,2012
004513-5
BIDDER PREQUALIFICATION APPLICATION
Page 5 ors
8. In what other lines of business are you financially interested? None
9. Have you ever performed any work for the City? No
If so,when and to whom do you refer? N/A
10. State names and detailed addresses of all producers from whom you have purchased principal
materials during the last three years.
NAME OF FIRM OR COMPANY DETAILED ADDRESS
Steel Services & Supplies PO Box 2528 Toa Baja, P.R. 00951-2663
PR Wire Products PO Box 363167 San Juan, P.R. 00936-3167
Mocoroa & Castellanos PO Box 1119 Guaynabo, P.R. 00970-1119
American Petroleum PO Box 2529 Toa Baja, P.R. 00951-2663
EOB Box 1839 Guaynabo, P.R. 00970-1839
11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship
to this person or&m. None
12. What is the construction experience of the principal individuals in your organization?
PRESENT MAGNITUDE
POSITION OR YEARS OF AND TYPE OF IN WHAT
NAME OFFICE EXPERIENCE WORK CAPACITY
See Attachment "B' for additio al information
Ismael Carras uil o President
Johnny Pereira ice—Presiders
13. If any owner,officer,director,or stockholder of your firm is an employee of the City,or shares the
same household with a City employee,please list the name of the City employee and the relationship.In
addition,list any City employee who is the spouse,child,or parent of an owner,officer,stockholder,or
director who does not live in the same household but who receives care and assistance from that person as
a direct result of a documented medical condition.This includes foster children or those related by
adoption or maiTiage. N/A
CITY OF FORT WORTH (/nser,P-jec,Naar)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [/nserl Prujea Na,nher]
Revised December 20,2012
004513-6
t BIDDER PREQUALIFICATION APPLICATION
Page 6 of 8
CORPORATION BLOCK PARTNERSHIP BLOCK
If a corporation: CD Builders, Inc. If a partnership:
Date of Incorporation January 2001 State of Organization
Charter/File No. Date of organization
President Is partnership general,limited,or registered limited
Ismael Carrasquillo liability partnership?
Vice Presidents Johnny Pereira
C File No.(if Limited
Partnership)
fGeneral Partners/Officers
Secretary Rolando Ramos Limited Partners(if applicable)
Tie' Yamillette Irizarry
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation Puorto Rico
Date of organization June 2002
File No. Individuals authorized to sign for Partnership
Officers or Managers(with titles,if any)
Ismael Carras uillo — President
■
Johnny Pereira - Vice President
Rolando Ramos - Secretary
Treasurer
Except for limited partners,the individuals listed in the blocks above are presumed to have full
signature authority for your firm unless otherwise advised.Should you wish to grant signature
authority for additional Individuals,please attach a certified copy of the corporate resolution,
corporate minutes,partnership agreement,power of attorney or other legal documentation which
grants this authority.
CITY OF FORT WORTH (/user,Project Name)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (/users Project Number]
Revised December 20,2012
1
1
004513-7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
14. Equipment $142,093.00
TOTAL
BALANCE SHEET
ITEM QUANTITY ITEM DESCRIPTION VALUE
1 4 Backhoe Loader 25,000.00
2 2 Dozers 22,500.00
3 3 Excavators 55,000,00
4 2 Telescopic Forklift 20,500.00
5 2 Vibratory Compactor 12,000.00
6 1 Grader
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
' 29
30
Various-
TOTAL L42,093.00
Similar types of equipment may be lumped together.If your firm has more than 30 types of equipment,
you may show these 30 types and show the remainder as"various".The City,by allowing you to show
only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to
the type of work for which the firm is seeking qualification. In the description include,the manufacturer,
model,and general common description of each.
CITY OF FORT WORTH (lasers P,vjer,Nsmmj
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (b,ser,Project/Number]
Revised December 20,2012
004513-8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 8
BIDDER PREQUALIFICATION AFFIDAVIT
CSTATE OF Puerto Rico
COUNTY OF Catalio
The undersigned hereby declares that the foregoing is a true statement of the financial condition of the
entity herein first named,as of the date herein first given;that this statement is for the express purpose of
inducing the party to whom it is submitted to award the submitter a contract;and that the accountant who
prepared the balance sheet accompanying this report as well as any depository, vendor or any other
agency herein named is hereby authorized to supply each party with any information,while this statement
is in force,necessary to verify said statement.
Ismael Carrasquillo Sgnchez , being duly sworn, deposes and says that
he/she is the President of CD Builders, Inc. , the entity
described in and which executed the foregoing statement that he/she is familiar with the books of the said
entity showing its financial condition; that the foregoing financial statement taken from the books of the
said entity as of the date•thereof and that the answers to the questions of the foregoing Bidder
Prequalification Application are correct and true as of the date of this affidavit,
Firm Name: CD Builders, Inc.
Q;0W
uaa
Signature: \,v�$ CU oil I ael Carrasquil o O NAC
AFFIDAVIT 3 67 � � �
Sworn to before this / e
y f April / 13 9397
f 03125/1013
A $5.00
u013-03255548595�5
` Notary Public �d® No Mat 61079-2
f
Notaryublic must not be an officer,director,or stockholder or relative thereof.
1
CRY OF FORT WORTH [Insert Project Nante]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
(Insrrr Prujrct;'VrurrhrrJ
Revised December 20,2012
CD BUILDERS, INC.
ATTACH1ViENT A
r
a
co ao oo OD cc
I, N Na co co
LO C4 co
m ao hr n nn7ao
0 N Ol W 0 I�3 n n N N N N N N O N X00 a aD�im aD I �N IN NIN
ab °bao mnaoaonn��N�ql- �nnln o nnn�
Y �q`
CO I �n'� r�nn"�NAn`�'rn 'Y n' �n�AIA�aA `�lcoolCO40
n N O/co n gN`m n A 1+n7 M co eO Ia�ao n'` nin
coE = fO� =abmm`Y nm ��i�� !rr Iagcld�Ia
ao a n o c
n�aQi�n�,-I � e �b
onn $$m o Nano `�m`�� nlm Nines �.n r �rr
!~o�� z°Ey�cs °EEz 5Nn ��.1214?zza888 IiEt078 E
ssKrB— $$gar$ ' °n °nm c� j
�7j u_
� a (nKU� SEli O._�a._. mxtomK mtDUUVU ib�Sl mi=_
x 100
p� qc I .:$ s 111 o I
W�(QiW�W c =i=I� cwx c tato' cat CIo c = c c) c ( �(C�W.a
WW www�wwawwaawu5waw� W�WWW�WWWWWW ai1W Ia.u`fa�a
o r a m ala
ccc'cccUcc 'ccg •M � � EUEE
EE E E E E E a.cL EEEEEE� EEES a0>5o' $8 €$ IEEE
g °Put
g
� a���;a7'FScc� o '�Icalt
e C x x x 2 3:'x S �j 2 x x x 2 S x 2 2 2 7 7 7.92 r.� .�x x
L aaaaa aaaaaa aaaa a a�a
888 088 o88S88888 8888088 888888 8 888 8$ a,a8
00 0000 000000 88 88ae
88888888 88808888888880008 800008000000
r r
— —p— — p— - p— — e ppppo pp♦ p p pp p ap p
pmp r 00 O r O O 01 O aND•00000p0t0p ,nf,00 aD 0p0 a0 OOONO S� �lp9 O 0p0 0vi
0 amp
0p ^ Opa7r l09O S r N W NNNp 888�38�0� 8g8 aA4 ma�Dr OI�NhtO N N 0 f-8 �r
• r O CA N b O t0 4s O Its!; (D�t O O N(�l I O O �L n Y Nf W aD n aD Hl 00 W
a� N ad N N P/1Gno aD °1 8 ��ppgapg�p'i dg(pppO fV aa(�pp WW 999 a.� aD aWNV payp NCn�p O/0(O� app 1p�a� N nC NN
N f F N Nr A fON SNO(OY�Y1 V On.O N�� YOiN^W �of cif NO NNf aD t00 S� NfN
NO N N N.-7w h �f�Y�D N.-N�- � O
NN N 0
r
N N N N M M N N N N N M M N M N N N N N N M N N N N N N N N M N M 0140 N N N N 460 40140 N NNN N M
P �a� as ����$ cc w
° �rcd �aasaaoc°Czxwa as Q ww 0.
Ix a as IL L aaaa a
o. a d a a a a a a a o
a a a a a ai 4 a rll a '� 4 a0 O g ° p$g
d g ' $ c riga �a g' 3 m SIE E
16
I`CL >49 Iz
LL
gg
as m Okr
3 a
cb
C 8��p
ao $U$ b 2zo�•, aalloa ° Egp��r as E ' `�
ut us g > EEa3aE$ .r�< �gr' $ V Eco" $ga } € = 1��3 ~
�2,Qg ��p�a � 9 � aLL. LL a -6 IX
jg
Zppp � � $z '•i a: -00.aat �° ;a s <$ i3"3 $�., 5la � E� Ix
,. Ot° _I •� ?a 9= C a r l Z O I C ?I� E a ; .b,
saR �ggo 3I O IIILLL
gvaiEd �;g a? C'Iary aoc� �$iS$$ ° u�m �I �Elc
o a c c E $ E r U a c E =p at os°.4 o U c c = 3icg
I I15I K r'U9-- E3co = ESS rr 33
% �cfc1. Imi oaU cc ffa $ z0:3 'maoIL
Qa �a X33
� I E " '° ESS �oCtm "E "l> > aa £, � o � .c cII� E
O a°'a� KIU I� M E m m� uj,Ir I a Eiy 03, wlt5� U Ufa � � r�u`3 c`3:�:¢c4
j r 0410 ♦ID W n aD �NP/YYIaDnaDOI��r����� �NNf?.DironaD00'� �� �Nlao♦
CD BUILDERS, INC.
ATTACHMENIT B
RESUME ISMAEL CARRASQUILLO AND JOHNNY PEREIRA
` HC-02 Box 14740 Tel.(787)744-4863
Gurabo, P.R.00778 Fax(787) 746-2143
E Ismael Canzi S quillo Sanchez
Education *Master in Engineering Management(M.E.M)
1997—1999 Polytechnic University of Puerto Rico,Hato Rey
*Civil Engine g Bachelor Degree(B.S.C.E.)
1984—1989 Polytechnic University of Puerto Rico,Hato Rey
* Planification y Programation of Construction Projects Using
CPM & Computers
1998 College of Engineers y Surveyors of Puerto Rico
* Now to Manage Projects;Seminar
1997 SkOpath,Inc. Seminars San Juan, P.R.
* Practice & Techniques of Project Supervision; Seminar
1996 ShOpath,Inc. Seminars San Juan, P.R.
* How to Manage Time;Seminar
1996 Sldllpath,Inc. Seminars San Juan,P.R.
Professional 2002 to Present CD Builders, Inc. Gurabo, P.R.
Experience PRESIDENT
■ Responsible for administration of all Company activities and for
guaranteeing the accomplishment of all Company objectives; Keep the
organization viable; Plan for and implement expansion of the company;
Participate actively in bidding preparation negotiation, coordination and
construction of projects; Direct financial affairs of the company including
banking,financial statements and bonding.
• 1994-2002 Del Valle Group, SP Toa Baja,P.R.
Senior Project Manager
■ Main Responsibilities include managing capital expenditure projects to
time, budget and quality targets. Selecting and managing subcontractors.
Preparing tender documents and advising tender board on bids and
quotations received. Preparing documentation required to obtain
construction permits. Ensure a safe and healthy work environment
1990 — 1994 Caribbean Industrial Construction
Rio Piedras, P.R.
Project Engineer
■ Main Responsibilities include run projects to time, budget and quality
targets. Subcontractors work coordination and supervision. Preparing
materials take-off and purchase orders, cost estimates for change orders
and CPM updating. Attend to meetings with owner and A/E for project
coordination. Ensure a safe and healthy work environment
Civil Estimator
* Main Responsibilities include estimate cost for bidding projects, attend to
pre-bids meetings. Preparing submittals, procurements schedules and
purchase orders.
1989-1990 U.S. Small Business Administration
(Disaster Assistance—Hurricane Hugo) Carolina, P.R.
Construction Analyst
■ Main Responsibilities include verify cause and examine damages to
structures and estimate the cost of repair or replacement Determine
appropiate construction method techniques and installation of protective/
preventive devices.
1988-1989 Erwin U. Rodriguez & Associates
Santurce, P.R.
Assistant Engineer
• Main Responsibilities include design of site works such as storm sewer
systems, sanitary systems, potable systems, grading plans, lotifications,
` street, avenues, and retaining walls. Preparing construction specifications,
cost estimates take-off and earthwork cross-sections and profiles. Attend
to meetings with owner.
Skills Proven Project Management Skills ' Over 16 years Project Related
Experience 'Ability to deal with multiple tasks and priorities ' Excellent
Communications Skills ' Fully bilingual (Spanish / English) ' computer
knowledge; MS Excel, MS Word, Primavera Sure Track ' able to work
under pressure
Disclosure of Professional Experience
Ismael Carrasquillo, BSCE, MEM
Under CD Builders, Inc.
2002 to present President
Responsible for administration of all Company activities and for
guaranteeing the accomplishment of all Company objectives; Keep the
organization viable; Plan for and implement expansion of the company;
Participate actively in bidding preparation negotiation, coordination and
construction of projects; Direct financial affairs of the company including banking,
financial statements and bonding.
Under Del Valle Group
As Senior Project Manager In Charge Of The Following Four (4)
Projects ($43,117,000.00) at the same time:
Project: Modernization of EL Prado Housing
Owner: Public Housing Administration
Contract Amount: $15,715,000.00
Description: Modernization of existing structures which includes
the construction of new infrastructure systems
including electrical, potable and sanitary. Site work
improvements include the construction of new streets,
sidewalks and infrastructure like storm sewer, sanitary
sewer, potable water, cable N and underground all
electrical and telephone system.
Project: Modernization of Francisco Vigo Salas Housing
Owner: Public Housing Administration
Contract Amount: $9,449,000.00
Description: Modernization of existing structures which includes
the construction of new infrastructure systems
including electrical, potable and sanitary. Site work
improvements include the construction of new streets,
sidewalks and infrastructure like storm sewer, sanitary
sewer, potable water, cable TV and underground all
electrical and telephone system.
Project: Modernization of Francisco Vega Sanchez Housing
Owner: Public Housing Administration
Contract Amount: $9,309,000.00
Description: Modernization of existing structures which includes
the construction of new infrastructure systems
including electrical, potable and sanitary. Site work
improvements includes the construction of new
streets, sidewalks and infrastructure like storm sewer,
sanitary sewer, potable water, cable TV and
underground all electrical and telephone system
Project: Modernization of EI YUQUIYU Housing
Owner: Public Housing Administration
Contract Amount: $8,644,000.00
Description: Modernization of existing structures which includes
the construction of new infrastructure systems
including electrical, potable and sanitary. Site work
improvements include the construction of new streets,
sidewalks and infrastructure like storm sewer, sanitary
sewer, potable water, cable TV and underground all
electrical and telephone system.
As Project Manager at Del Valle Group
Project: Construction of Catano Urban Water Front
Owner: Municipality of Catafio
Contract Amount: $25,491,000.00
Contract Amount to Date: $28,157,350.03
Description: Construction of 1.4 Km long Urban Water Front in
Catario, Puerto Rico, which includes works such as
demolition, earthwork, site work, construction of
several marine structures such as sea walls,
pedestrian bridge, boardwalks, boat ramps,
Breakwaters and piers. Also includes the construction
of several structures, improvements of streets,
sidewalks and infrastructure like storm sewer, sanitary
sewer, potable water, cable TV and underground all
electrical and telephone system.
Project: Improvements to the Barbosa Avenue
Owner: Municipality of Catarlo
Contract Amount: $7,969,000.00
Contract Amount to Date: $9,961,250.00 (19/Jan/01)
Description: Construction of improvements and underground of all
infrastructure systems along 800 linear meters of the
Cataho town main street named Barbosa Avenue. Works
includes the construction of several structures,
improvements streets, sidewalks and infrastructure like
storm sewer, sanitary sewer, potable water, cable TV and
underground all electrical and telephone system.
Project: Mejoras Urbanas y a la PR-869 & PR-22
Owner: Municipality of Cataho
Contract Amount: $2,565,000.00
Description: Construction of improvements to road PR-869 from
intersection with PR-5 to intersection with PR-22.
Works includes the construction of several structures,
improvements streets, sidewalks and infrastructure
like storm sewer, sanitary sewer, potable water, cable
N and underground all electrical and telephone
system.
Project: Improvements to Storm Sewer System at Blay Street
Owner: Ports Authority of Puerto Rico
Contract Amount: $989,000.00
Description: Construction of a 36" to 48" diam. Storm Sewer
System partially supported by concrete piles at the
Bechara Industrial Park. Work also includes
improvements to the Blay street and the sidewalks.
Project: Construccion de Rompe Olas de Isla de Cabras
Owner: Fomento Recreativo
Contract Amount: $5,459,000.00
Description: Construction of aprox. 1 Km of breakwaters and an
aprox. 100 linear meter groin at Isla de Cabras, Toa
Baja, P.R.
Project: Mar Sin Barreras, Luquillo
Owner: Puerto Rico Highway Authority
Contract Amount: $2,401,000.00
Description: Construction of Facilities to make possible
handicapped persons access the Luquillo Beach.
Works includes the construction of an Administration
Building and several other structures supported by
concrete piles.
Under Caribbean Industrial Construction
Project: New Warehouse Facilities, Guaynabo
Owner: Jostoche &Associates
Contract Amount: $3,275,000.00
Description: Construction of two buildings; one Pre-engineering
Warehouse Building of 120,000 Sq. Ft. and a two
story Conventional Building of 45,000 Sq. Ft.
Project: Bactroban / Paxil Coating, Cidra, P.R.
Owner: Smithkline Beecham
Contract Amount: $1,315,000.00
Description: Remodelation and conversion of a warehouse area
into a pharmaceutical clean room type 100.
Project: New Rest Room Facilities, Carolina
Owner: Warner Lambert, Carolina, P.R.
Contract Amount: $145,000.00
Description: Construction of 1,500 Sq. Ft. structure to be used as
Men and Women Rest Rooms
Project: Pump House Addition
Owner: I.C.I. Pharmaceuticals, Guayama, P.R.
Contract Amount: $58,700.00
Description: Includes Civil Works only; Construction of the
extension of the existing pump station.
Project: New Tank Farm
Owner: I.C.I. Pharmaceuticals, Guayama, P.R.
Contract Amount: $360,000.00
Description: Construction of eight (8) concrete bases for tanks.
Project: Searle Expansion, Caguas
Owner: U.C.I., L.T.D.
Contract Amount: $880,000.00
Description: Construction of one conventional building for
warehouse purposes of Searle Pharmaceutical.
Project: New Building Remodelation Facilities
Owner: Amgen, Juncos, P.R. /Zachary
Contract Amount: $1,293,000.00
Description: Remodelation of existing pharmaceutical structure.
Works include demolition works, electrical &
mechanical works, construction of mezzanines and
construction of offices.
Project: Balsam Project
Owner: U.S. Naval Base, Sabana Seca, P.R. /GTE
Contract Amount: $632,000.00
Description: Construction of two radar concrete bases, including
the installation of over 3,000 bolts with a maximum
permissible margin of error of 1/16".
Project: I.V. System Expansion, Aibonito
Owner: Baxter, Aibonito, P.R.
Contract Amount: $3,100,000.00
Description: Construction of new conventional building for
warehouse purposes and the conversion of the
existing warehouse to pharmaceutical clean rooms
type 1,000 and 100.
JOHNNY PEREIRA
CELL:787.469.5633 1 EMAIL:johnnyps5l@yahoo.com
i CONSTRUCTION MANAGER N OPERATIONS MANAGER SENIOR PROJECT MANAGER
LICENSED ENGINEER: TEXAS & PUERTO RICO
Highly skilled and results-driven Licensed Engineer with over 30 years of top-level leadership experience managing
multiple projects, Project Managers and overall construction company operation. Demonstrated ability to successfully
achieve project goals and objectives Strong interpersonal skills with ability to develop productive relationships and
communicate effectively with clients,project teams and key stakeholdem Reliable self-starter and team player, able to
R succeed in fast-paced environments and manage conflicting priorities and multiple tasks without sacrificing quality or
safety. Seeking to utilize my management and engineering expertise In a top management position in the
procurement and execution of highly profitable projects Setting top safety and quality control standards for
continuous call backs and excellent reference from clients
AREAS OF EXPERTISE
R
■ Project Management ■ Operational Efficiency • Bilingual:Fluent English&Spanish
■ Strategic Planning ■ Budget Management&Cost Control ■ Key Stakeholder Relationships
■ Project Scheduling • Leadership&Team Management ■ Detail Estimating
PROFESSIONAL EXPERIENCE
Vice President of Operations
EJ SMrrH CONsrRucr1ON 12011-Present
Contribute to all aspects of operational efficiency, including preparing bids, negotiating contracts, change orders,
construction claims,project scheduling,supervision of project management: construction buyouts with suppliers and
subcontractors.Supervise multiple ongoing projects,such as DART Orange Line I-3,five bridges, NTE Rufe Snow and
Holiday Lane Bridge,as well as CIP retaining walls,LBJ Bridge#2,Earthwork,Pipe work,MSE retaining wall drainage
ditch,rock riprap and pavement
Design-Construction Services Manager
AUSTIN BRIDGE&ROADS 12010-20111 Contact:214.596.7300
Design Manager for$180M design-build contract for DART-Blue Line Light Rail Train from Garland to Rowlett,Texas.
Coordinated design to ensure timeliness and efficiency of construction work Reviewed design drawings for
constructability, ensuring all client needs were met within project budget Provided timely engineering support to
operation construction team to resolve issues that would divert from the approved design, such as clarification of
approved drawings,revision of design due to site conditions,construction oversight; change in construction material
and design concept to accelerate construction. Coordinated with local agencies and municipalities concerning
relocation of utilities,modification to existing terrain,drainage and other matters that may affect or impact facility.
Project Manager
AUSTIN BRIDGE&ROADS 12008-2010 1 Contact:214.5957300
Managed several multi-million dollar projects: TxDot SH-121, SH-289 and SH-75, North Texas Tollway Authority
(NTTA)SH-121 and AB&R new Equipment Maintenance Facilities.TxDot and NTTA projects involved the construction
of Roads and Bridges and all incidental work,such as:drainage,signs,traffic pavement markings,sidewalks,concrete
rip rap, lighting, drilled piers, foundation, columns, Steel Erections, ETC Gantries and Sound Walls. AB&R new
equipment maintenance facilities, which involved site development (earthwork and infrastructure consisting of 18"
sanitary sewer line, 12" water line, electrical, communication and a concrete access road) and vertical construction
consisting of 27,000sf of several buildings for Administrative Offices,Equipment Maintenance/Repairs,Wash Bay and
Fuel Storage/Island.
Project Manager
APAC-SOUTHEAST,ING MAJOR PROJECTS GROUP 12006-2008 1 Contact.-770.392.5487
" Managed a$40M West Bay Bridge on SR-79 Panama City Beach.Project consisted of construction of a concrete bridge
over a waterway. Bridge consisted of 22 piers with footing columns and pier cap constructed over concrete filled steel
30"piling,driven 150'deep.Girders were AASHTO Florida Bulb T-72"and T-78"with average span length of 117'.Main
span length of 220', formed by post tensioning five AASHTO T-78" Girders. Oversaw the full administration of
CELL:787.469.56331 EMAIL:johnnyps5l@yahoo.com 1.PEREIRA I PAGE i OF 4
'1
construction, including procurement of materials, personnel and equipment to perform all work activities. Prepared
and followed up on project schedule to ensure completion on time and within budget.Reviewed and modified design of
cofferdams and temporary steel support structures.
Senior Project Manager
TARGET ENGINEERING S.E.12004-2006 1 Contact:787.257.0416
Managed construction of several multi-million dollar projects located on the south of the island. Projects included
Guanica Waste Water Treatment Plant and Guanica City Hall Site Improvements. WWTP construction of several
concrete buildings,foundation, steel tanks,pipes,pumping stations,concrete piling,cofferdams,deep excavation and
other incidental work. Wastewater Treatment Plant was under bid by 20% due to a plan oversight and had a short
timeframe for construction. Tightly managed expenditures and identifying several inconsistencies in the contract
drawings, led to change orders and time extensions.Project was subsequently completed without losses. Guanica City
Hall Site Improvements was an ongoing project that was behind schedule when assigned. Relocated all overhead
utilities (telephone, electricity and cable) underground. Managed improvements to the sewer, water, streetlights,
landscaping, sidewalks, streets and stage area. Reorganized the workforce and successfully corrected construction
deficiencies;accelerated construction and closeout of the project without liquidated damages.
CONTRACTOR,CONSTRUCTION MANAGEMENT CONSULTANT&PROFESSIONAL ENGINEER 11998-2004
Contractor/Subcon tractor
Performed multiple projects of highway and road construction,wastewater treatment plants,earthwork,warehouse
buildings,commercial buildings,institutional buildings and incidental work.
Construction Management Consultant
Prepared project planning schedules (CPM), evaluated, prepared and negotiated construction claims. Managed
construction of multiple construction projects, such as marine construction, communication towers, foundation,
commercial and institutional buildings,roadwork construction, Hurricane George fast track repairs,clean up work
and a variety of other projects.
Professional Engineer
Served as project designer on several projects. Designed retaining walls, bridges, communication towers,
foundations, drainage,warehouses, commercial,schools and sports facilities.Served as consultant on construction
disputes and forensic design reviews and recommendations.
Project Manager
PUBLIC HOUSING MODERNIZATION PROJECT,ISMAEL MELENDEZ CONSTRUCTION INC.S.P.1 1997-1998 1 Contact:787.845.2475
Managed a $15M public housing modernization project Hired to turn around a project that had commenced four
month prior and still did not have a payment breakdown or Progress Schedule (CPM). Within 30 days was able to
prepare payment breakdown and progress schedule(CPM)and have it submitted and approved,
Key Achievement:Implemented an accelerated work schedule and within six months project was back on schedule,
all subcontracts were negotiated and in progress,all materials were submitted and approved,and material supplier
buyouts were completed.Stayed on after ninth month as a consultant for the CPM review and ongoing construction
claims Contract was satisfactory completed and several claims of time extension and differential site conditions were
satisfactory negotiated.
Highway&Heavy Construction Division Manager
DEL VALLE GROUP S.E.11995-1997 1 Contact.78Z 794.0927
Managed four Project Managers and several General Supts. In the performance of multiple projects totaling over$35M
In annual revenues. Projects consisted of earthwork,asphalt and concrete pavements,roads,drainage pipes,bridges,
piling, pipe work, MSE Walls, etc.. Supervised the planning and management of the projects with the supervisory
personnel in acquiring the material,equipment,workforce and subcontractors needed to achieve desired construction
within budget Negotiated with project owners to resolve conflicts, claims and change orders. Served as company's
representative for joint venture team assembled in pursuit of a Design-Build$100M elevated Light Rail Train (Tren
Urbano)project Actively involved in preparation and submission of documentation for Request for Qualification(RFQ)
and Request for Proposal(RFP).
Key Achievement: With only 3096 of conceptual design,prepared breakdown and estimate for roughly 4096 of total
bid package 1 enjoyed this work I was a Great Experience"
Vice President of Operations
INMON ENTERPRISE,INC.11993-1995 1 Contact:787.848.1000
Company gross yearly revenues exceeded $60M. Hired by President and Executive Vice President to supervise and
manage all operations.Negotiated and coordinated with municipalities,asphalt pavement contractors and suppliers on
CELL:787.469.56331 EMAIL:johnnyps5lOyahoo.com J.PEREIRA 1 PAGE 2 OF 4
material price and work schedules. Handled a broad range of responsibilities, including: handling union
representatives,labor disputes,construction claims,legal counsel,personnel hiring,evaluation and training,preparing
estimate and bid packages,pavement design mix,concrete design mix,quality control testing,equipment purchase and
maintenance and company's administrative matters.
Key Achievements:Managed operations that included a concrete pre-cast residential module construction division,
two concrete plants,four asphalt plants,and two aggregate production plants Each asphalt plant included pavement
equipment and crew to handle numerous small to large pavement assignments Managed multiple ongoing highway
construction projects consisting of pavement drainage pipes,bridges and other incidental work that exceeded$40M
annualrevenues
Self-Employed/Professor
ENGINEERING DEPARTMENT AT CARIBBEAN UNIVERSITY,BAYAMON,P.R.11992-1994
Taught courses leading to an Associate and Bachelor Degree in Engineering. Courses included Structural Analysis,Steel
and Concrete Design,Geology and Soil Mechanics,Mechanics of Material,Surveying,and Construction Estimating.
Contractor,Professional Engineer
CONSTRUCTION MANAGEMENT CONSULTANT 11989-1992
Vice President and General Construction Manager
PONCE TRUCK LINES AND LEAFAR CONSTRUCTION INC.11982-1989 1 Contact 787.840.0890
Involved in all administrative duties in the management of the company, including estimating and preparing bid
packages for new projects. Developed numerous Heavy and Highway construction contracts for USACE, PRDOT, PR
Water Authority, municipal government and private entities. Prepared estimates and supporting documents for
negotiation of change orders and claims.Met with legal counsel and government officials to discuss construction issues
and negotiate claims.
Civil Engineer
U.S.ARMY CORPS,ENGINEERS,JAx.DISTRICT,FLORIDA 11977-1982
Started as Engineer in Training and worked in several COE departments on engineering structural design, estimating,
construction supervision and construction management/quality assurance.Assigned as Project Engineer at a Field Office
supervising the inspection of numerous multi-million dollar flood control projects at the Portugues and Bucana Channel
project Supervised several inspectors and engineers,Soil and concrete testing at the Laboratory set up by COE.
Key Achievement Achieved an Outstanding Performance Rating on an annual evaluation report
EDUCATION
UNIVERSITY OF PUERTO RICO
Graduate Studies,Structural Engineering
BACHELOR OF SCIENCE.Civil Engineering,1977
TECHNICAL PROFICIENCIES
Microsoft Office Suite,Primavera,Suretrak,Project Planner,SAP 2000,RISA and Auto Cad
PROFESSIONAL LICENSES
Professional Engineer in the Common Wealth of Puerto Rico License#8149
State of Texas License#108388
CELL:787.469.56331 EMAIL:johnnyps5l@yahoo.com J.PEREIRA I PAGE 3 of 4
. TRAINING&PROFESSIONAL DEVELOPMENT
CONSTRUcrION RELATED COURSES
■ Primavera(P6)Training Advanced Level,Nov.2012
• Construction Safety and Management,September 8,2007
■ Roof Waterproofing and Energy Saving Coating,April 27,2004
■ OSHA Standards for the Construction Industry,30 Hour Course,March 23,2004
■ Hydro-Stop,Waterproofing System Installer Certification,September,2003
• OSHA Standards for Steel Erection,Welding and Cutting in Construction,May 16,2002
■ State and Federal Labor Laws in Construction,November 29,2000
■ Fire and Life Safety Issues of Inspection of Buildings-UBC,February 29,2000
■ Fundamentals of Plumbing Inspection-UBC,February 22,2000
■ Fundamentals of Mechanical Inspection-UBC,February 15,2000
■ Fundamentals of Building Inspection-UBC,February 8,2000
■ Inspection of Concrete Buildings-UBC,September 28,1999
■ Inspection of Steel Buildings-UBC,August 19,1999
■ Additional construction courses in contract administration, office engineering, earthwork, inspection, safety,
explosives,drilling,grouting,planning,management and CPM.
ENGINEERING RELATED COURSES
• Advanced Survey Technologies,December 5,2009
■ Designing and Constructing as per Florida Building Code,June 22,2007
■ Basic Concept of Reinforced Concrete Design,December 2,2006
■ Structural Analysis with Computers(SAP 2000),November 18,2006
■ Requirements for Reinforced Concrete Buildings of Limited Size and Height,May 19,2006
^ N Changes in ACI-318-05 The Structural Standard,April 27,2006
■ New Essential Requirements for the Design of Reinforced Concrete Buildings
■ Fundamentals of Connection Design,September 26,2002
■ Design of Shear Walls for Earthquake Resistance,November 3.2000
■ Evaluation of Damages of Structures Caused by Earthquake,May 19,2000
■ Design of Concrete Buildings for Earthquake and Wind Forces-UBC,October 13,1999
■ Design of Steel Buildings for High Wind and Earthquake-UBC,October 7,1999
■ Wind Provisions of the UBC(ASCE 7),September 21.1999
• 1997 UBC Earthquake Regulation Overview and Perspective Part 2,September 14,1999
■ Wind Load and Flood Resistant Provision of the UBC.September 1999
■ 1997 UBC Earthquake Regulation Overview and Perspective Part 1,August 31,1999
■ UBC Overview,August 24,1999
• Other engineering courses such as: Auto Cad, CMU reinforcement in earthquake zones, earthquake analysis of
bridges and ACI Building Codes.
PROFESSIONAL REFERENCES
Mike Moore
Vice President of Pre-Construction,Odebrecht Construction
214-232-1772
} Jose Collazo
Senior Estimator ofSpiniello Construction
Office 973.808.8383 1 Cell:973.261.0373
Antonio Rosario P.E.
Antonio Rosario-Rosario Consulting Engineers
Phone:787.487.7539
•
Abimael Melendez,MBA
Vice President of Contractor Ismael Melendez Construction,Inc
Phone:787.390.1706
y
Pablo Vasquez P.E.
Resident Engineer for the U.S.Army Crops of Engineers for P.1L and the Virgin Islands
Phone:787.399.7956
CELL:787.469.56331 EMAIL:johnnypsSlOyahoo.com J.PEREIRA I PAGE 4 O 4