HomeMy WebLinkAboutContract 36085 COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary
COUNTY OF TARRANT "C-04e-�,
§ Contract No.&25
WHEREAS, All& hereinafter called "Developer", desires to
make certain improvements to Villages of Woodland Springs West Phase VII See 3, an
addition to the City of Fort Worth, Texas; and
WHEREAS, the said Developer has requested the City of Fort Worth, a municipal
corporation of Tarrant, Denton and Wise Counties, Texas, hereinafter called "City", to do
certain work in connection with said improvements.
NOW, THEREFORE, KNOW ALL BY THESE PRESENTS:
For and in consideration of the covenants and conditions contained herein, the City and
the Developer do hereby agree as follows:
I. General Requirements
A. The Policy for the Installation of Community Facilities ("Policy")
dated March 2001, approved by the City Council of the City of Fort
Worth and subsequently amended, is hereby incorporated into this
Community Facilities Agreement as if copied herein verbatim.
Developer agrees to comply with all provisions of said Policy in the
performance of its duties and obligations hereunder.
B. The requirements of the Policy shall govern this Community Facilities
Agreement, provided, however, that any conflict between the terms of
this Community Facilities Agreement and the Policy shall be resolved
in favor of this Agreement.
C. Developer shall provide financial security in conformance with
paragraph 6, Section II, of the Policy.
D. Developer acknowledges that there shall be no reduction in the amount
of financial security prior to project completion and acceptance by the
City.
Villages of Woodland Springs West 1 r a
Phase VII Sec 3
CFA 2007038
07 24 07
E. The Developer shall award all contracts for the construction of
co unity facilities in accordance with Section II, paragraph 7 of the
Po icy.
F. T11 contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II, of the
Policy.
G. The Developer further covenants and agrees to, and by these presents
does hereby, fully indemnify, hold harmless and defend the City, its
officers, agents and employees from all suits, actions or claims of any
character, whether real or asserted, brought for or on account of any
injuries or damages sustained by any persons (including death) or to
any property, resulting from or in connection with the construction,
design, performance or completion of any work to be performed by
said Developer, his contractors, subcontractors, officers, agents or
employees, or in consequence of any failure to properly safeguard the
work, or on account of any act, intentional or otherwise, neglect or
misconduct of said DEVELOPER, his contractors, sub-contractors,
officers, agents or employees, whether or not such injuries, death or
damages are caused, in whole or in part, by the alleged negligence of
the City of Fort Worth, its officers, servants, or employees.
H. Developer shall install or adjust all of the required utilities to serve the
development or to construct the improvements required herein.
I. In the event that City participation exceeds $25,000, Developer agrees
that no street construction or storm drainage will begin prior to City
Council approval of this Community Facilities Agreement. (Article
104.100, Ordinance 7234).
J. Developer agrees that no lot shall be occupied under a certificate of
occupancy until the improvements required herein have been
constructed (Article 104.100, Ordinance 7234).
Villages of Woodland Springs West 2
Phase VII Sec 3
CFA 2007038
07 24 07
K. Developer hereby releases and agrees to indemnify and hold the City
` harmless for any inadequacies in the preliminary plans, specifications
and cost estimates supplied by the Developer for this contract.
L. Developer agrees to provide, at its expense, all necessary rights of way
and easements across property owned by Developer required to
construct current and future improvements provided for in this
agreement.
M. Developer agrees to construct proposed improvements as shown on the
exhibits attached hereto. The following exhibits are made a part
hereof. Water (A)None; Sewer (A-1) None; Paving (B)Attached
Storm Drain(B-1) Attached; Street Lights and Signs (C) Attached..
N. City shall not be responsible for any costs that may be incurred by
Developer in the relocation of any utilities that are or may be in
conflict with any of the community facilities to be installed hereunder.
II. Street and Storm Drain Facilities
A. The Developer(s) agree to install or to cause to have installed, the street,
storm drainage, street lighting, street name sign and other community
facilities improvements shown as "current improvements" on the attached
Exhibits B, B1 and C.
B. As shown below in the "Summary of Cost for Street and Storm Drain
Facilities", the Developer shall fund its share of "current improvements"
and shall pay to the City for its share of the cost of street, storm drainage,
street lighting, street name signs as shown on the attached Exhibits B, B1,
and C. The estimated total cost of current improvements and related
support services specified in this agreement, including design,
construction and inspection is estimated to $ 914,967.49.
Villages of Woodland Springs West 3
Phase VII Sec 3
CFA 2007038
07 24 07
VILLAGE OF WOODLAND SPRINGS WEST
PHASE Vll SEC 111
Item Developer City Cost Total Cost
Cost
A. Construction $ -
1. Streets $672,897.40 $ 672,897.40
2. Storm Drainage $180,911.55 $ 180,911.55
3. Street Lights $7,020.00 $ 7,020.00
4. Street Name Signs $3,430.00 $ 3,430.00
B. Engineering Design $ -
C. Construction Engineering
and Management by DOE (4%) $ 34,152.36 $ 34,152.36
D. Materials Testing by DOE (2%) $ 17,076.18 $ 17,076.18
TOTALS $ 914,967.49 $ - $ 914,967.49
Notes:
1. All Preliminary Pl is filed after July 2000 will require sidewalks on all streets.
2. Developer's column for Item C represents four percent (4%) cost for construction
inspection fees. The City will pay additional inspection fee over 4%.
3. City not preparing plans and specifications.
4. Developer's column for Item D represents two percent (2%) of paving and storm drain
costs for materials testing.
Villages of Woodland Springs West 4
Phase VII Sec 3
CFA 2007038
07 24 07
RECEIVED
AUG o 3
IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be
executed in quadruplicate in its name and on its behalf by its Assistant City Manager,
attested by its City Secretary,with the corporate seal of the City affixed d said Dev Loper
has executed this instrument in triplicate, at Fort Worth,Texas this the day of
2007.
Approval Recommended:
Transportation and Public Works
Department
ENO M&C RII-QUIRED Robert Goode,P. E.
Director
ATTEST: City Of Fort W
f�L LIALA��� By:
Marty Hendrix are Ott
City Secretary Assistant City Manager
Approv to Fo
Assistant ty ttorney
ATTEST: DEVELOPER
Allen Partners, L.P.
a Texas limited partnership
By: Centamtar Terras, L.L.C.
a Texas limited liability
corporation
its Sole General Partner
By: —1--e—
Corporate Secretary Mehrdad Moayedi
Villages of Woodland Springs West Sole Manager
Phase VII Sec 3
CFA 2007038
07 24 07
013696 020 3 CFA TPW.doc 4
RECEIVED
JUL 2 a W, ,
PART B—PROPOSAL
DEVELOPER AWARDED CONTRACTS
This proposal must not be removed from this book of Contract Documents.
TO: Allen Partners, L.P.
PROPOSAL FOR: Street Improvements
PROJECT NAME: The Villages of Woodland Springs West Phase VII, Section 3
DOE NO. 5648
FILE NO. W-1949
X NO. X-19961
Includes the furnishing of all materials, except materials specified to be furnished by the City, equipment and
labor for the installation of Street Improvements and all necessary appurtenances and incidental work to
provide a complete and serviceable project designated as:
The Villages of Woodland Springs West
Phase VII, Section 3
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined
the Contract Documents, including plans, special contract documents, the General Contract
Documents and General Specifications for Water Department Projects, the General Contract
Documents and General specifications for Transportation and Public works Projects, the site of the
project and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish all labor, equipment and material except as specified to be
furnished by the City, which is necessary to fully complete the work as provided in the Plans and
Contract Documents and subject to the inspection and approval of the Director of the Department of
Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to
execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond,
and such other bonds, if any, as may be required by the Contract Documents for the performing and
completing of the said work. Contractor proposes to do the work within the time stated and for the
following sums:
N-\JOB\013696\Spec\013696-020-Ph2seVllSer3 Paving rinr R-1 i i +�+P�nsnai�nns
UNIT I: STREET IMPROVEMENTS
(Furnish and install, including all appurtenant work, complete in place, the following items)
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID
1. 25,814 S.Y. 6" Lime Stabilized Subgrade, Complete in
Place for the S<<m of,
Per Square Yard
One Dollars &
Sixty Cents $ 1.60 $ 41,302.40
2. 25,008 S.Y. 6" R.C. Street Pavement with 7"Curb,
Complete in Place for the Sum of,
Per Square Yard
Twenjy Three Dollars &
Fifty Cents $ 23.50 $ 587,688.00
3. 413 Tons Hydrated Lime for Subgrade (324/S.Y.),
Complete in Place for the Sum of,
Per Ton
Ninety Two Dollars &
No Cents
I $ 92.00 $ 37,996.00
4. 189 L.F. Sawcut & Remove Ex. Curb & Gutter,
Complete in Place for the Sum of,
Per Linear Foot
Ten Dollars &
No Cents $ 10.00 $ 1,890.00
5. 377 S.F. Standard. 4' Sidewalk, Complete in Place
for the Sum of,
Per Square Foot
Three Dollars &
No Cents
$ 3.00 $ 1,131.00
6. 189 L.F. Longitudinal Butt Joint, Complete in
Place for the Sum of,
Per Linear Foot
Ten _ Dollars &
No Cents
$ 10.00 $ 1,890.00
N.UOB\013696\Spec\013696.020.PhaseVIISec3.Paving.doc 8-2 Updated 0 5/1 612 0 05
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID
7. 1 L.S. Storm Water Management, Complete in
Place for the Sum of,
Per Lump Sum
One Thousand Dollars &
No Cents $ 1,000.00 $ 1,000.00
SUBTOTAL AMOUNT BID PAVING $672,897.40
UNIT II: BONDS
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID
1. 1 L.S. Payment, Performance, and Maintenance
Bond, Complete in Place for the Sum of,
Per Lump Sum
Five Thousand
Ninety Five Dollars &
No Cents $ 5,095.00 $ 5,095.00
SUBTOTAL BONDS $5,095.00
SUMMARY
TOTAL AMOUNT BID PAVING $ 672,897.40
TOTAL AMOUNT BID BONDS $ 5,095.00
TOTAL $ 677,992.40
PART B -PROPOSAL (Cont.)
After acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an
approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful
performance of the Contract. The attached bid security, if required is to become the property of the
Developer.
The undersigned bidder certified that he has obtained at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978, and that
he has read and thoroughly understands all the requirements and conditions of those General
Documents and the specific Contract Document-, and appurtenant plans.
The successful bidder shall be required to perform the work in accord with the following
publications, both of which are incorporated herein and made a part hereof for all purposes:
1. The General Contract Documents and. General Specifications for Water Department
Projects dated January 1, 1978,which may be purchased from the Water Department.
2. The Standard Specifications for Street and Storm Drain Construction which may be
purchased from the Department of Transportation & Public Works.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee
applicants to the undersigned are not discriminated against as prohibited by the terms of City
Ordinance No. 7278 as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within Ten 10 calendar days after issue of the work
order, and to complete the contract within Thirty 30 working days after beginning
construction as set forth in the written work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statute is attached.
Non resident bidders in the State of , 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.
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration on preparation of the
foregoing bid:
Addendum No. 1 (Initials) Addendum No. 3 (Initials)
Addendum No. 2 (Initials) Addendum No.4 (Initials)
Respectfully submitted,
Mario Si of & ns E avati Inc.
icha Sinacola
T' le
Vice Pr Sident
Address
10950 Research Road
Frisco, Texas 75034
Telephone: 214-38 7-3 900
(Seal)
Date: July 10, 2007
N:UOB10136961SpecO13696.020.PhaseVIISec3.Paving.doc B-5 Updated 05/162005
PART B— PROPOSAL
DEVELOPER AWARDED CONTRACTS
This proposal must not be removed from this book of Contract Documents.
TO: ALLEN PARTNERS, L.P.
PROPOSAL FOR:
PROJECT NAME The Villages of Woodland Springs West Phase VII, Section 3
WATER PROJECT NO. P264-6021.50072783
SEWER PROJECT NO. P274-702130072783
DOE NO. 5648
FILE NO. W-1949
X NO. X-19961
Includes the furnishing of all materials, except materials specified to be furnished by the City,
equipment and labor for the installation of Water, Sanitary Sewer, and Storm Drain Facilities and all
necessary appurtenances and incidental work to provide a complete and serviceable project designated
as:
The Villages of Woodland Springs West
Phase VII, Section 3
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined
the Contract Documents, including plans, special contract documents, the General Contract
Documents and General Specifications for Water Department Projects, the General Contract
Documents and General specifications for Transportation and Public works Projects, the site of the
project and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish all labor, equipment and material except as specified to be
furnished by the City, which is necessary to fully complete the work as provided in the Plans and
Contract Documents and subject to the inspection and approval of the Director of the Department of
Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to
execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond,
and such other bonds, if any, as may be required by the Contract Documents for the performing and
completing of the said work. Contractor proposes to do the work within the time stated and for the
following sums:
N:UOB\013696\Spec\013696.020.PhaseVllSec3.Utilities.doc B-1 Updated 05/16/2005
UNIT 1: WATER
(Furnish and install, including all appurtenant work, complete in place, the following items)
D-No. refers to related items in the Part D Special Conditions:)
TEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
O. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
I. 7,416 L.F. 8" Water Line, Complete in Place for the Sum
of,
Per Linear Foot
Fifteen Dollars&
Forty Cents $ 15.40 $ 114,206.40
2. 19 Ea. 8" Gate Valve&Box and Cover, Complete in
Place for the Sum of,
Per Each
Eight Hundred Eight Dollars&
No Cents $ 808.00 $ 15,352.00
3. 8 Ea. 6" Gate Valve &Box and Cover, Complete in
Place for the Sum of,
Per Each
Five Hundred Sixty Nine Dollars&
No Cents
$ 569.00 $ 4,552.00
4. 8 Ea. Standard Fire Hydrant Assembly(4'-0"Bury),
Complete in Place for the Sum of,
Per Each
Two Thousand
Four Hundred Four Dollars&
Fifty Cents $2,404.50 $ 19,236.00
5. 183 Ea. 1" Water Service w/Meter Box, Complete
in Place for the Sum of,
Per Each
Five Hundred Twenty One Dollars&
Thirty Cents
$ 52l.30 $ 95,397.90
6. 7,416 L.F. Chlorination &Pressure Testing Complete in
Place for the Sum of,
Per Linear Foot
No Dollars&
Fifteen Cents
$ 0.15 $ ],] 12.40
NN013\013696\Spec\013696.020.PhaseVIISec3.UtiIities.doc B-2 Updated 05/16/2005
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
O. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
7. 3 Ea. Connect to Existing 8"Water Line, Complete
in Place for the Sum of,
Per Each
Five Hundred Five Dollars&
No Cents $ 505.00 $ 1,515.00
8. 2.8 Ton Cast Iron Fittings,Complete in Place for the
Sum of,
Per Ton
Two Thousand
Three Hundred Twenty Six Dollars &
Forty Cents $2,326.40 $ 6,513.92
9. 50 C.Y. Class"B"(2,500 psi) Concrete Encasement for
Miscellaneous placement as directed by
Engineer, Complete in Place for the Sum of,
Per Cubic Yard
Fifty Dollars&
No Cents $ 50.00 $ 2,500.00
10. 50 C.Y. Class"E"(1,500 psi)Concrete Encasement for
Miscellaneous placement as directed by
Engineer, Complete in Place for the Sum of,
Per Cubic Yard
Fifty Dollars &
No Cents $ 50.00 $2,500.00
1 ]. 25 C.Y. Crushed Limestone,Complete in Place for the
Sum of,
Per Cubic Yard
Five Dollars&
No Cents $ 5.00 $ 125.00
12. 25 C.Y. Ballast Stone, Complete in Place for the Sum
of,
Per Cubic Yard
Five Dollars&
No Cents
$ 5.00 $ 125.00
13. 7,416 L.F. Trench Safety (Water Main), Complete in
Place for the Sum of,
Per Cubic Yard
No Dollars&
Ten Cents
$O.IO $ 741.60
N:VOB\013696\Spec\013696.020.PhaseVlISec3.UtiIi ties.doc B-3 Updated 0511612005
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
O. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
14. 1 L.S. Storm Water Management& Maintenance,
Complete in Place for the Sum of,
Per Lump Sum
Three Hundred Two Dollars &
Fifty Cents
$ 302.50 $ 302.50
TOTAL AMOUNT BID WATER $264,179.72
N:VOB\0I3696\Spec\013696.020,PhaseVflSeclUtiIities.doc B4 Updated 05/16/2005
LIST OF CAST IRON FITTINGS
AS REQUIRED BY E2.7.1 IA TO BE SUBMITTED WITH BID
Weight Each
No. of Size Of w/Accessories Fitting Total
Fitting Fitting Type of Fitting (Lbs) Weight(Lbs)
7 8"x 8" Tee
2 8"x 8" Cross
3 8" x 90' Bend
I 8"x 45' Bend
5 8"x 22.5° Bend
8 8" Plug
4 8" x 8" Cleaning Wye
TOTAL
Contractor shall fill in blanks for "Weight Per Fitting" and "Total Weight" as a part of his bid (weight will be
based on M.J. fittings).
N;UDB10136961Spec1013696.020.PhaseVllSec3.Uti lilies.doc B-5 Updated 05/16/2005
UNIT II: SEWER
(Furnish and install, including all appurtenant work, complete in place, the following items)
(D-No. refers to related items in the Part D Special Conditions:)
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL
NO. QUANTITY WRITTEN IN WORDS PRICE AMOUNT
1. 5,689 L.F. 8"SDR-35 PVC Sanitary Sewer at various depths
as shown on the plans, Complete in Place for the
Sum of,
Per Linear Foot 1
Nineteen Dollars&
Forty Cents
$ 19.40 $ 110,366.60 �
2. 583 L.F. 8"SDR-26 PVC Pipe w/o Cement Stabilized
Backfill, Complete in Place for the Sum of,
Per Linear Foot
Twenty Eight Dollars &
Five Cents
$28.05 $ 16,353.15
3. 21 Ea. 4' Diameter Sanitary Sewer Manhole to 6' Depth
with water tight inserts, Complete in Place for the
Sum of,
Per Each
One Thousand
Eight Hundred Seventy Six Dollars &
No Cents
$ 1,876.00 $39,396.00
4. 1 Ea. Connect 8"PVC To Existing Manhole, Complete
in Place for the Sum of,
Per Each
Four Hundred Fifty Eight Dollars &
No Cents
$458.00 $458.00
5. 89 Ea. 4" SS Service(SDR-26)with 2-way clean out,
Complete in Place for the Sum of,
Per Each
Three Hundred Fifty Five Dollars &
Seventy Cents $355.70 $ 31,657.30
N:VOB\013696\Spec\013696.020.Phase VlISec3.UtiIities.doc B-6 Updated 0 5/1 612 0 0 5
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL
NO. QUANTITY WRITTEN IN WORDS PRICE AMOUNT
6. 300 L.F. Cement Stabilized Backfill, Complete in Place for
the Sum of,
Per Linear Foot
Eighteen Dollars&
Twenty Cents
$ 18.20 $ 5,460.00
7. 4 Ea. Adjust Existing Manhole Rim, Complete in Place
for the Sum of,
Per Each
i our Hundred Ninety Dollars&
Eighty Cents
$490.80 $ 1,963.20
8. 6,572 L.F. TV Inspection and Air Testing Complete in Place
for the Sum of,
Per Linear Foot
No Dollars&
Fifteen Cents
$ 0.15 $ 985.80
9. 6,572 L.F. Trench Safety, Complete in Place for the Sum of,
Per Linear Foot
No Dollars&
Fifteen Cents
$ 0.15 $985.80
10. 94 Ea. 4" SDR-35 Sewer Service,Complete in Place for
the Sum of,
Per Each
Three Hundred Thirty Eight Dollars &
No Cents
$ 338.00 $31,772.00
IL. 12 Ea. Clay Dam, Complete in Place for the Sum of,
Per Each
One Hundred Two Dollars&
Fifty Cents
$ 102.50 $ 1,230.00
12, 50 C.Y. Class "B" (2,500 psi)Concrete for Miscellaneous
Placement as directed by the Engineer, Complete
in Place for the Sum of,
Per Cubic Yard
Fifty Dollars &
No Cents $50.00 $2,500.00
N:\IOB\013696\Spec\013696.020.PhaseVllSec3.Utilities.doc B-7 Updated 0 5/1 612 00 5
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL
NO. QUANTITY WRITTEN IN WORDS PRICE AMOUNT
13. 50 C.Y. Class"E"(1,500 psi)Concrete for Miscellaneous
Placement as directed by the Engineer,Complete
in Place for the Sum of,
Per Cubic Yard
Fifty Dollars &
No Cents
— $ 50.00 $ 2,500.00
14. 21 Ea. Vacuum Test for Manholes, Complete in Place for
the Sum of,
Per Each
One Hundred Two Dollars&
Fifty Cents
$ 102.50 ', $2,152.50
15. 45 V.F. Extra Depth for Manholes,Complete in Place for
the Sum of,
Per Vertical Foot
Fifty Two Dollars&
iffy Cents
$ 52.50 $2,362.50
16. 25 C.Y. Crushed Limestone, Complete in Place for the
Sum of,
Per Cubic Yard
Five Dollars &
No Cents
$ 5.00 $ 125.00
17. 25 C.Y. Ballast Stone, Complete in Place for the Sum of,
Per Cubic Yard
Five Dollars &
No Cents
$ 5.00 $ 125.00
18. 1 L.S. Storm Water Management& Maintenance,
Complete in Place for the Sum of,
Per Lump Sum
Three Hundred Two Dollars &
Fifty Cents
$ 302.50 $302.50
TOTAL AMOUNT BID SEWER $250,695.35
N:UOB\013696\Spec\013696.020.PhascVllScc3.Utilities.doc B-8 Updated 0511612005
UNIT III: STORM DRAIN
'(Furnish and install, including all appurtenant work, complete-in place, the following items)
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
I. 226 L.F. 48"Class III R. C. Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
One Hundred Fourteen Dollars&
Ten Cents
$ 114_]0 $25,786.60
2. 261 L.F. 42"Class III R. C. Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Ninety Six Dollars&
Thirty Five Cents
$96.35 $ 25,147.35
3. 14 L.F. 39"Class III R.C. Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Ninety One Dollars&
Fifty Cents
$91.50 $ 1,281.00 �
4. 243 L.F. 33" Class III R-C. Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Sixty Four Dollars&
Fifty Cents
$ 64.50 $ 15,673.50
5. 246 L.F. 30" Class III R.C. Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Fifty Six Dollars&
Ten Cents
$ 56.10 $ 13,800.60
N:UOB\0I36961Spec\013696.020.Phase VIISec3.UtiIities.doc B-9 Updated 05/16/2005
I
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
NO. QUANTITY J PRICES WRITTEN IN WORDS PRICE AMOUNT
6. 309 L.F. 27"Class III R.C.Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Forty Six -�. Dollars& —
Fifty - _ Cents
$46.50 $ 14,368.50
7. 19 L.F. 24"Class III R.C. Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Forty Two Dollars&
Ten Cents $42.10 $799.90
8. 91 L.F. 21"Class III R.C.Pipe Including Trench
Excavation and Backfill, Complete in Place
for the Sum of,
Per Linear Foot
Thirty Four Dollars&
Thirty Cents
$34.30 $3,12I30
9. 1 Ea. 48" Sloped Headwall 4:1, Complete in Place
for the Sum of,
Per Each
Two Thousand
Eip,ht Hundred Seventy Nine Dollars&
No Cents
$2,879.00 $2,879.00
10. 1 Ea. 42"Sloped Headwall 4:1, Complete in Place
for the Sum of,
Per Each
Two Thousand
Four Hundred Seventy Dollars&
No Cents
$2,470.00 $2,470.00
it. 1 Ea. 30" Sloped Headwall 4:1,Complete in Place
for the Sum of,
Per Each
One Thousand
Eight Hundred Eighty Dollars&
No Cents
$ 1,880.00 $ 1,880.00
N:UOB\013696\Spec\013696.020.PhaseVIISec3.UtiIities.doc B-10 Updated 0 5/1 612 0 0 5
R
.r.
IT APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
12. 2 Ea. Standard 5' Square Manhole,Complete in
Place for the Sum of,
Per Each
—`Three Thousand
Fifteen Dollars&
No Cents
$3,015.00 $6,030.00
13. 4 Ea. Standard 4' Square anhole,Complete in
Place for the Sum of,
Per Each
Two Thousand
Five Hundred Fifty Dollar `
No Cents $2,550.00 $ 10,200.00
14. 4 Ea. 15' Standard Curb Inlet, Complete in Place
for the Sum of,
Per Each
Three Thousand
Two Hundred Sixty Dollars&
No Cents $ 3,260.00 $ 13,040.00
15. I Ea. 15' Curb Inlet Non Standard Depth,Complete
in Place for the Sum of,
Per Each
Four Thousand Dollars &
No Cents $4,000.00 $4,000.00
16. 5 Ea. 10' Standard Curb Inlet, Complete in Place
for the Sum of,
Per Each
Two Thousand
Four Hundred Seventy Five Dollars&
No Cents $2,475.00 $ 12,375.00
17. 3 Ea. 10' Curb Inlet Non Standard Depth,Complete
in Place for the Sum of,
Per Each
Three Thousand
Nine Hundred Twenty Five Dollars&
No Cents $3,925.00 $ 11,775.00
N:\JOB\0 36961Spec\013696.020.PhaseVllSec3.Utilities.doc B-1 I Updated 05/16/2005
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
18. 2 Ea. 8' x 6' Concrete Cap and Remove Headwall,
Complete in Place for the Sum of,
Per Each
One Thousand
Nine Hundred Twenty Five Dollars&
No Cents $ 1,925.00 $3,850.00
19. 192 S.Y. Rock Rip Rap(18"Depth Min),Complete in
Place for the Sum of,
Per Square Yard
Sixty Two Dollars&
Forty Five Cents $ 62.45 $ 11,990.40
20. 1,409 L.F. Trench Safety, Complete in Place for the Sum
of,
Per Linear Foot
No Dollars&
Ten Cents $ 0.10 $ 140.90
21. 1 L.S. Storm Water Management,Complete in Place
for the Sum of,
Per Lump Sum
Three Hundred Two Dollars&
Fifty Cents $302.50 $302.50
TOTAL AMOUNT BID STORM DRAIN $ 180,911.55
N:UOB\013696\Spcc\013696.020.PhaseV11Sec3.UtiIities.doc B-12 Updated 0511 6/2 00 5
UNIT IV: BONDS
(Furnish and install, including all appurtenant work, complete in place, the following items)
ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
1. 1 L.S. Payment,Performance and Maintenance
Bond,Complete in Place for the Sum of,
Per Lump Sum
Seventeen Thousand
Five Hundred Twenty Five Dollars &
No Cents
$ ]7,525.00 $ 17,525.00
TOTAL AMOUNT BID BONDS $ 17,525.00
SUMMARY
TOTAL AMOUNT BID WATER $ 264,179.72
TOTAL AMOUNT BID SEWER $ 250,695.35
TOTAL AMOUNT BID STORM DRAIN $ 180,911.55
TOTAL AMOUNT BONDS $ 17,525.00
GRAND TOTAL AMOUNT BID $713,311.62
N:U0B\013696\Spec\013696.020.PhaseV11Sec3.UIilities.doc B-13 Updated 0511 6/2 00 5
PART B -PROPOSAL(Cont.)
1
After acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an
approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful
performance of the Contract. The attached bid security, if required is to become the property of the
Developer.
i
The undersigned bidder certified that he has obtained at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978, and that
he has read and thoroughly understands all the requirements and conditions of those General
Documents and the specific Contract Documents and appurtenant plans.
The successful bidder shall be required to perform the work in accord with the following
publications, both of which are incorporated herein and made a part hereof for all purposes:
1. The General Contract Documents and General Specifications for Water Department
Projects dated January 1, 1978,which may be purchased from the Water Department.
2. The Standard Specifications for Street and Storm, Drain Construction which may be
purchased from the Department of Transportation & Public Works.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee
applicants to the undersigned are not discriminated against as prohibited by the terms of City
Ordinance No. 7278 as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within Ten 10 calendar days after issue of the work
order, and to complete the contract within Thirty Five (35) working days after beginning
construction as set forth in the written work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statute is attached.
Non resident bidders in the State of , our principal
place of business, are not required to underbid resident bidders.
x B. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
N:VOB\013696\Spec\013696020.PhaseVllSec3 Utilities.doc B-14 Updated 05/16/2005
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration on preparation of the
foregoing bid:
Addendum No. 1 (Initials) Addendum No. 3 (Initials)
Addendum No.2 (Initials) Addendum No. 4(Initials)
Respectfully submitted,
Four D Construction Inc.
By:
Tl.as nie
KIC�13I2SCd�AI1� 1?1ItC5AS Fxrritive V.P.
Address
11200 Old Seagoville Road
Balch Springs, Texas 75180
Telephone: 9-7--2-286-0044- 214-393-5440
(Seal)
Date: June 28, 2007
I\:VOB\013696\.Spec\013696020.PhaseVllSec3.Utilities.doc B-15 Updated 0 5/1 612 0 0 5
III STREETLIGHTS ,
I. STREETLIGHTS COST ESTIMATE:
QUANTITY UNIT COST TOTAL COST
INTERSECTIONS (12) EA $ 2,600 ($31,200.00)
MID-BLOCK RESIDENTIAL (10) EA $ 2,600 ($26,000.00)
CHANGE OF DIRECTION RESIDENTIAL (5) EA $ 2,600 ($13,000.00)
MID-BLOCK COLLECTOR 0 EA $ 2,600 $00,000.00
MID-BLOCK ARTERIAL 0 EA $ 3,200 $00,000.00
MID-BLOCK ARTERIAL MEDIAN 0 EA $ 3,200 $00,000.00
RELOCATE EXISTING LIGHT 0 EA $ 1,650 $00,000.00
Subtotal ($70,200.00)
City's Cost $00,000.00
Developer's Subtotal $00,000.00
4% Inspection fee $2,808.00
Project Total $00,000.00
Adjacent Developer's Cost $00.000.00
Developer's Cost $6,500.00
DEVELOPERS COST: $2,808.00 (for inspection) $4,212.00 (for electric service)
(Streetlights installed by Tri-County)
CFA CODE # 2007038
Villages of Woodland Springs West, Phase VII, Section 3
Fort Worth,Texas August 2, 2007-
PAGE 1 OF EXHIBIT "C"
RECEIVE[)
4 sa
11. STREETLIGHTS WORK DESCRIPTION:
1. The Developer shall provide for the installation of streetlights at the approximate locations
shown in exhibit"C", immediately after final acceptance of the street construction, in
accordance with engineering plans and specifications approved by the Transportation and
Public Works Department.
2. Streetlights on residential and/or collector streets can be installed using overhead or
underground conductors with the approval of the director of transportation and Public
Works.
3. The City of Fort Worth will install all the streetlights that use overhead or underground
conductors on residential, and collector streets. The developer agrees to pay the City of
Fort Worth the amount shown below prior to the City starting its design efforts, at the option
of the developer and at their expense they may purchase the poles, fixtures, and mast arms
from the City in order to assure compliance with city material standards
4. Street lights on arterial streets shall be installed with underground conductors
5. The developer agrees to dedicate all easements required for the installation and
maintenance of the street lights and to provide for the installation of any electrical
transformers required for the proper operations of the street light system
6. The estimated cost of this streetlight installation is detailed on page (1) of exhibit"C" and is
summarized below. The streetlights will remain the property of, and will be maintained by
the City of Fort Worth.
DEVELOPERS COST: $2,808.00 (for inspection) $4,212.00 (for electric service)
March 27, 2007
CFA CODE # 2007038
Villages of Woodland Springs West, Phase VII, Sec 3
PAGE 2 OF EXHIBIT "C"
RECEIVED
ltila� ti
Ill. STREETLIGH'iS LOCATIONS:
INTERSECTIONS:
Stable Door Lane & N Riverside Dr 1
Stable Door Lane & Horseshoe Ridge Dr 1
Stable Door Lane & Sundog Way 1
Stable Door Lane & Balta Dr 1
Stable Door Lane & Indian Pony way 1
Stable Door Lane & Wolfcreek Rd 1
Stable Door Lane & Timberland Blvd 1
Exmore Pony Way & N Riverside Dr 1
Exmore Pony Way & Horseshoe Ridge Ct 1
Exmore Pony Way & Sundog Way 1
Exmore Pony Way & Balta Dr 1
Exmore Pony Way & Indian Pony way_1
MID — BLOCK:
Horseshoe Ridge Dr 3
Sundog Way 3
Balta Dr 2
Indian Pony way 2
CHANGE OF DIRECTION:
Horseshoe Ridge Ct 1
Wolfcreek Rd 3
Indian Pony way ' 1
(streetlights installed bylTri-County)
0 (200 watt lights) x $7.05 (per light) x 24 months = $00,000.00
27 (100 watt lights) x $6.50 (per light) x 24 months $4,212.00
Total: $3,900.00 + $2,600.00 (4% insp fee to City of Fort Worth)
CFA CODE # 2007038
Villages of Woodland Springs West, Phase VII, sec 3
PAGE 3 OF EXHIBIT "C"
AU°U J 77
IV
STREET NAME SIGNS
1. The City of Fort Worth will install the street name signs upon final
approval of the street construction. The street name signs will remain
the property of, and will be maintained by, the City of Fort Worth.
2. The Developer will pay for the street name sign installations required
for this development to the extent of$245.00 per intersection. This
unit cost will be revised annually by the Department of Transportation
and Public Works to reflect prevailing costs of materials and labor.
3. This development creates the following fourteen (14) intersections at a
cost to the Developer of$3,430.00:
Stable Door Lane & N Riverside Dr
Stable Door Lane & Horseshoe Ridge Dr
Stable Door Lane & Sundog Way
Stable Door Lane & Balta Dr
Stable Door Lane & Indian Pony Way
Stable Door Lane &Wolfcreek Rd
Stable Door Lane &Wolfcreek Ct
Stable Door Lane & Timberland Blvd
Exmore Pony Way & N Riverside Dr
Exmore Pony Way & Horseshoe Ridge Dr
Exmore Pony Way & Horseshoe Ridge DrCt
Exmore Pony Way & Sundog Way
Exmore Pony Way & Balta Dr
Exmore Pony Way & Indian Pony Way
The Villages of Woodland Springs West, Phase VII, Section 3
CFA code: 2007038 March 22, 2007
i
I
i
DECEIVED
JUL 2 p 2W
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LOCATION MAP
THE VILLAGES OF WOODLAND SPRINGS WEST
PHASE VII SECTION 3 Carter Burgess
CARTER & BURGESS,INC.
777 MAIN STREET
FORT WORTH,T%76102
(817)73S-6000
PROJECT NO. 013696.020.3.0630
PAGE 1 OF 6
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EXHIBIT 'B'
LEGEND THE VILLAGES OF WOODLAND SPRINGS WES]
PROP. 2.9' B/B PHASE VII SECTION 3
ROADWAY/50' R04Y
PROP. 4' S I DEWALK Carter„ Burgess
( BY HOMEBUILDER) •"•'""'•"•""••'
CARTER & BURGESS,INC.
PROP. 4' S I DEWALK 777 I MN MEET X
roar woani,,,Tx 76102
( BY DEVELOPER) (517)7354000
PROJECT NO. 013696.020.3.0630
LIMITS OF PROJECT — — --—
DGN=9l\JoD\ 013696\clv\ 7-3\ws73lcfa.dgn PAGE 4 OF 6
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STORM DRAIN
LEGEND
EXHIBIT 'B-l'
PROP. STORM DRAIN LINE THE VILLAGES OF WOODLAND SPRINGS WEST
PROP. INLET T PHASE VII SECTION 3
PROP. MANHOLE
PROP. HEADWALL Carte -Burgess
— _ — CARTER & BURGESS,INC.
EXIST. STORM DRAIN LINE __ -- -� 777 AWN STREET
FORT WORTH,TX 76102
LIMITS OF PROJECT -- --"- ' IBM735-6000
PROJECT NO. 013696.020.3.0630
PAGE 5 OF 6
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STREET LIGHTS
LEGEND EXHIBIT 'C'
THE VILLAGES OF WOODLAND SPRINGS WES'
PROP. SINGLE STREET LIGHT PHASE VII SECTION 3
EXIST. STREET LIGHT Co
- Carter Burgess
PROP. STREET SIGN
CARTER 8 BURGESS,INC.
EXIST, STREET SIGN 0 777 WO STRFET
FORT WORTH,TX 76107
(8171 735-6CCO
LIMITS OF PROJECT PROJECT NO. 013696.020.3.0630
PAGE 6 OF
OGN=gt\Job\ 013696\cIv\ 7-3\ws731cfa.dgn