HomeMy WebLinkAboutContract 33259 COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary Zq-
WHEREAS,
COUNTY OF TARRANT § Contract No.AIDWOne S.R., L.P. a Texas Limited Partnership by Centamtar Terras,
L.L.C., its General Partner, hereinafter called `Developed; desires to make certain
improvements to Sendera Ranch Phase 1, Section 3B, 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 and Denton Counties, Texas, hereinafter called"Citi;to do certain
work in connection with said improvements.
NOW,THEREFORE,KNOW ALL BY THESE PRESENTS:
That said Developer, acting herein by and through_Mehrdad Moad, its duly
authorized Manager, and the City, acting herein by and through Marc Ott, its duly
authorized Assistant City Manager, for and in consideration of the covenants and
conditions contained herein, do hereby agree as follows:
I. General Requirements
A. The Policy for the Installation of Community Facilities (?olicy) dated
March 2001, approved by the City Council of the City of Fort Worth, is
hereby incorporated into this Community Facilities Contract as if copy
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. The Developer shall award all contracts for the construction of community
facilities in accordance with Section II,paragraph 7 of the Policy.
E. The contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II,of the Policy.
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F. 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 nezUkence of the City of Fort Worth,
its officers, servants, or employees
G. Developer shall install or adjust all of the required utilities to serve the
development or to construct the improvements required herein.
H. 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).
I. 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).
J. 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.
K. 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.
L. Developer agrees to construct proposed improvements as shown on the
exhibits attached hereto. The following exhibits are made a part hereof:
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Water(A)None; Sewer(A-1)None; Paving(B) attached; Storm Drain(13-
1) attached; Street Lights and Signs(C) attached.
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, 131,
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 $1,282,133.84.
Item Developer City Cost Total Cost
Cost
A. Construction
1. Streets $892,953.34 $ - $892,953.34
2. Storm Drainage $271,646.51 $ - $271,646.51
3. Street Lights $69,850.00 $ - $69,850.00
4. Street Name Signs $1100.00 $ - $1100.00
B. Engineering Design $ - $ - $ -
C. Construction Engineering
and Management by DOE 4% $46,583.99 $46,583.99
TOTALS $1,282,133.84 1 $ 1$1,282,133.84
Notes:
1. All Preliminary Plats filed after July 2000,will require sidewalks on all streets.
Sidewalk cost is included under street cost. The developer is responsible for
installation of sidewalk.
2. Developer's column for Item C represents four percent(4%) cost for construction
inspection fees and materials testing. The City will pay additional inspection fee over
4%.
3. City not preparing plans and specifications.
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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, ansaid
d De n r�
has executed this instrument in triplicate at Fort Worth Texas this the da of l(I
,2006 RECEIVE[
Approval Recommended:
Transportation and Public Works
Department
LNO M&C REQUdR>CD Robert P. E.
Director
ATTEST: City Of Fort Worth
By:
�Ct.r��jAC -; AMC,,,
City Secretary City Manager
Approve to Form:
Assis;alxty XttOM4
ATTEST: DEVELOPER
By: One S.R., L.P.
A Texas Limited Partnership
Centamtar Terras, L.L.C.
A Texas Limited Liability Company
General Partner p
PIZ By:
Corporate Secretary Mehrdad Moayedi
Manager
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FT. UK Va.
PART B — PROPOSAL
DEVELOPER AWARDED CONTRACTS
This proposal must not be removed from this book of Contract Documents.
TO: ONE SR, L.P.
DEVELOPER
c/o Carter & Burgess, Inc.
PROPOSAL FOR: STREET IMPROVEMENTS FOR
SENDERA RANCH, PHASE I SECTION 3B
D.O.E. NO. 5014
FILE NO. W-1729
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:
SENDERA RANCH
PHASE I SECTION 3B
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and
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:
Part-13 Proposal
N:UOB\014054\Specs\014054B.doc B-1 F4. W.`OO HI YEN,
PAVING IMPROVEMENTS
ITEM APPROX. DESCRIPTION OF ITEMS WITHUNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
(Furnish and install, including all appurtenant work, complete in place, the following items)
Item Approx. Unit Item Description Unit Price Total
No. quantity Measure "D" Item Description Amount
ment $ $
1. 39,060 S.Y. 6" Lime Stabilized Subgrade:
Per Square Yard:
One Dollars &
Seventy Five Cents $1.75 $68,355.00
2. 2,165 S.Y. 8" RC (3000 PSI) Pavement
with 7" Curb:
Per Square Yard:
Twenty Two Dollars &
Twenty Cents $22.20 $48,063.00
3. 29,790 S.Y. 6 RC (3000 PSI) Pavement
with 7" Curb: �^W ow+ntr
Per Square Yard:
Nieeteerr C Dollars &
Dote cS Cents $18.80 $560,052.00
4. 4,056 S.Y. 6"Asphalt Pavement:
Per Square Yard:
Sixteen Dollars &
Twenty Cents $16.20 $65,707.20
5. 1,816 S.Y. 6" Concrete Transition w/7" Asphalt
Curb:
Per Square Yard:
Nineteen Dollars &
Seventy Cents $19.70 $35,775.20
N:UOB\01 4054\Specs\01 4054B.doc B-2 p,' 3h ' i• c; h o;1
6. 1,094 L.F. 7°Temporary Asphalt Curb
Per Linear Foot:
Five Dollars &
No Cents
$5.00 $5,470.00
7. 585 Ton Hydrated Lime (30#/SY):
Per Ton:
One Hundred One Dollars &
No Cents $101.00 $59,085.00
8. 2 Ea. STD. End of Road Barricade
Per Each:
Seven Hundred Thirty One Dollars &
No Cents $731.00 $1,462.00
9. 5 Ea. Remove Existing Barricade
Per Each:
Two Hundred Sixty Three Dollars &
No Cents $263.00 $1,315.00
10. 11,936 S.F. STD. 4' Sidewalk
Per Square Foot:
Two Dollars &
Sixty Three Cents $2.63 $31,391.68
11. 5 Ea. Sidewalk Ramps
Per Each:
Eight Hundred Forty Dollars &
No Cents $840.00 $4,200.00
12. 1 L.S. Storm Water Management:
Per Lump Sum:
One Thousand Five Hundred
Seventy Five Dollars &
No Cents $1,575.00 $1,575.00
N:\JOB\014054\Specs\014054B.doc B-3
13. 2 Ea. Combo Tum/MPH Sign with Post:
Per Each:
Three Hundred Two Dollars &
No Cents $302.00 $604.00
14. 11 Ea. Stop Sign with Post (No Blades)
Per Each:
Two Hundred Forty Nine Dollars &
No Cents $249.00 $2,739.00
15. 1 Ea. Road Narrows Sign with Post
Per Each:
Two Hundred Forty Nine Dollars &
No Cents $249.00 $249.00
16. 228 Ea. Type Y-4 Pavement Markings
Per Each:
Three Dollars &
Thirteen Cents $3.13 $713.64
17. 58 Ea. Type II-AA-4 Pavement Markings
Per Each:
Four Dollars &
No Cents $4.00 $232.00
18. 44 Ea. Type W-4 Pavement Markings
Per Each:
Three Dollars &
Thirteen Cents $3.13 $137.72
19. 11 Ea. Type II-CR-4 Pavement Markings
Per Each:
Four Dollars &
No Cents $4.00 $44.00
N:W0B10140541Specs1014054B.doc B-4 OM���`at
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20. 1,363 L.F. 4" Solid White Edge Stripe
Per Linear Foot:
One Dollars &
Thirty Cents $1.30 $1,771.90
21. 81 L.F. 18"White Stop Line
Per Linear Foot:
Twenty One Dollars &
No Cents $21.00 $1,701.00
22. 20 S.Y. 18" Rock Rubble Rip Rap
Per Square Yard:
Seventy Eight Dollars &
No Cents $78.00 $1,560.00
23. 6 Ea. Traffic Panels VP(F)-1
Per Each:
One Hundred Twenty Five Dollars &
No Cents $125.00 $750.00
TOTAL AMOUNT BID PAVING $ 892,953.34
GRAND TOTAL AMOUNT BID $ 892.953.34
N:U0B\014054\Specs\014054B.doc B-5
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 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 10 (ten) calendar days after issue of the work
order, and to complete the contract within 35 (thirty-five) 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.
NAJ0B\014054\Specs\014054B.doc B-6
I (wey 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 (lnitials)_kO2;_ Addendum No. 3 (Initials)
Addendum No. 2 (Initials) Addendum No. 4 (Initials)
Respectfully submitted,
L.H. Lacy Company, Ltd.
By: LACON L.L.C.
General Partner
By: Brian K. Cottle
Title: Vice President
Address:
1880 Crown Road
Dallas, TX 75243
Telephone: (214) 357-0146
(Seal)
Date: %Z
*This agreement Incorporates the
attached L. H. Lacy Company
proposal and special conditions.
NAJOB\014054\S ecs\014054B.doc B-7
CRY SKJ off
Lacy
Construction
Civil Construction As Planned PART B—PROPOSAL EXHIBIT "A"PAGE 1 OF 3
www.ihlacy.com
This Agreement is Subject to Arbitration Pursuant To
Article 226 of the Texas Revised Civil Statutes
Proposal and Contract
One SR,LP December 8,2005
3901 Airport Freeway
Bedford,Texas 76021
L.H.Lacy Company,Ltd.,a Texas Limited Partnership,hereinafter referred to as"Lacy",offers to furnish all labor,materials and equipment required
for the performance of the following described work in connection with construction or improvements as follows:
Project Name. Sendera Ranch Phase 1,Section 3B
County. Tarrant
City. Ft.Worth,Texas
Property Owner. One SR,LP
Engineer. Carter&Burgess
See Attached Schedule of Items and Special Conditions
This proposal is conditioned upon owner financing being acceptable to Lacy prior to mobilization.
In regard to the EPA NPDES requirements,our proposal and anycontract resulting from this proposal*is basil on the following:1.)Owner preparing Storm Water
Management plans(SWPPP). 2.)Owner filing Notice of Intent with the EPA as site operator and performing duties required by operator. 3.)Owner constructing
erosion control devices as required by the SWPPP plans or compensating Lacy at agreed upon prices for doing so. Lacy agrees to maintain erosion control devices
constructed by Lacy during the performance ofLacy's work.Itis hereby agreed that upon completion ofLacy's wont,Lacy is no longer responsible-for the construction,
operation or maintenance of erosion control requirements.
The prioes given herein are contingent upon Lacy using an onsite concrete batch plant for the production of paving materials. If an onsite batch plant is disallowed for
any reason,prices must be adjusted to cover additional cost ofcommercial ready mix concrete.
Our price includes one(1)mobilization to complete all work quoted as a continuous operation. No consideration lbr phasing is inducted.
The following items are for the purpose ofgaininga tax exempt status for this project:1.)Owner must furnish Lacy an exemption certificate prior to Lacy mobilization.
2.)The following clause must be included in the contracts:"Title to the materials for the work hereunder will pass to the owner when delivered to the jobsite and before
they are incorporated into the realty or used by the owner or contractor.Owner intends to donate the propertyto the city and/or countyand the city and/orcounty intends
to accept the property before the materials are incorporated into the realty or used by the owner or the contractor." The total amount bid shall be separated as follows:
a.)Total Materials$642,128.40 b.)Total Other Charges$250,824.94.
All commitments for performance by Lacy are subject to the availabilityofmaterials and fuel from regular local commercial sources at approximately the same costs as
on the bid date or unit prion may be adjusted by Lary.
This bid is specificallybased upon the owner providing clear unobstructed access for our paving equipment at least 25 feet from the back ofcurb on one continuous side
ofall concrete street and alleys.This includes,but is not limited to,obstructions caused by fire hydrants,cleanouts,services,walls,grade differentials and polyon lots.
If this access is limited,Lary will pass along theadditional costs to pour byother means.
Payment at the above unit prices shall be made on actual measured quantities of work performed(unless a lump sum payment is clearly stated).Partial payments shall
be made on the estimated quantities by the 10°of the month following the month in which the work is performed less 10"/o retainage Failure to pay within the time
stated excuses or suspends all future performance,at Lacy's option. Final payment including retainage shall be made immediately upon receipt of final billing and
interest at the maximum legal rate will be charged on any amounts unpaid 30 day thereafter along with reasonable attorneys fees and collection costs ifincurred
Any changes to the plans,specifications,conditions or requirement will bean additional cost to the owner.
Prices are valid for 30 calendar days from the date of this proposal. Prices are contingent upon owner's acceptance of Lacy terms and conditions herein.
Additional Lacy Special Conditions attached are hereby made a pan of this proposal.
Signature: L.H.Lacv Coman}'. Ltd.
Nanaefritle: Bv: Lac , L Ge rel Partner
Da te: By:
Brian Cottle,Vice Presi lept
c
ggQiQQ �
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1880 Crown Road P.O.Box 541297 7:214.357.0146
Y Lacy
Construction
Civil Construction As Planned
www.lhlacy.com PART B—PROPOSAL EXHIBIT "A"PAGE 2 OF 3
Lacy Special Conditions
1. This proposal excludes the following items:
- Inspection fee's
- Staking
- Testing
- Inlet tops and variable height curb&gutter at inlets
- Conduit or irrigation sleeves
- Relocate and replace fence
- Seeding/sodding(temporary or permanent)
- Removals not specifically quoted
- Landscaping
- Brick pavers
- Under cutting or replacement of unsuitable material
- Tree protection fencing
- Erosion Control Devices(installation)
- Excavation or grade to drain
2. This proposal is based on owner providing grades at+/-0.1'tolerance prior to our mobilization.
3. This proposal excludes undercutting of pavement subgrade in rock and replacing it with select
material.
4. This proposal is based on Lacy being provided a clear, acceptable area approximately 2 acres in
size for the purpose of erecting and operating a portable concrete batch plant onsite.
5. Lacy is to be paid for all actual measured quantities of work completed.
6. This bid is based on one(1)subgrade material application and one(1)final mix. If additional
mixing is required above and beyond this,Lacy will be paid additional mixing cost on a unit price
basis.
7. Lacy is not responsible for any extra work due to sulfate conditions in the subgrade. Any
additional cost to correct sulfate issues will be passed along to the owner.
8. Adjustments, in excess of six inches to manholes,water valves and cleanouts constructed by others
will be constructed for our cost plus 10 percent. Items located outside the paved area are not part
of our scope.
9. All backfill material for our curbs will be with available, adjacent material only. No hauling or
importing backfill material in included.
1
1880 Crown Road P.O.Box 541297 7:214.357.0146
Lac
Con tY���
Civil Construction As Planned
www.lhlacy.com PART B—PROPOSAL EXHIBIT"A"PAGE 3 OF 3
10. Our prices are based on owner&Lacy agreeing on quantities prior to executing contracts. Lacy's
final pay estimate will be based on"as built"quantities of work completed. Our initial take-off
indicates a higher amount of lime square yards than what engineer provided.
11. Our prices for items 13 thru 21 are based on street signs and pavement markings as called out for
on plan sheets 17, 18,46&47 of the plans from Carter&Burgess dated June 2005 and stamped
by Jill Rankin 8/11/2005. Our price excludes vertical panels, street signs and street name
blades/hardward, stop bars and lane markers other than bid in item 21,pavement marldngs
associated with Detail`B"on plan page 18 and and removal of existing pavement markings or
striping. Lacy is to be paid for all actual pavement markings installed at the unit prices bid.
Additional pavement markings and/or street signage will be bid and paid at that unit price.
12. Concerning Willow Springs Road,our bid is based on the road being excavated and ready for lime
"by others"prior to our mobilization,including cutting of all bar ditches necessary. Our price for
item#4. 6"Asphalt Pavement is based on not using recycled asphalt material for the first 2"of
base course as this product may not be available at the time of construction at a cost that is
feasible. Instead,we have priced the 6"HMAC as 4 %Z"of HMAC base course with a 1 %"
HMAC surface course over lime stabilized subgrade. Our bid excludes any LMAC paving
removal and assumes that this road will be closed to traffic.
1880 Crown Road P.O.Box 541297 7:214.357.0146
1T,.
YUNIT III: STORM DRAIN
:ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
(Furnish and install, including all appurtenant work, complete in place, the following items)
Item Approx Unit Item Description Unit Price Total
No._ Quantity Measurement "D" Item reference Amount
.. 182 L.F. 48" R.C. Pipe:
Per Linear Foot:
One Hundred Six Dollars &
'- Thirty Six Cents
X $106.36 .$19,357.52
1.2. 202 L.F. 36" R.C. Pipe:
Per Linear Foot:
Sixty Four Dollars &
Thirty Six Cents $64.36 $13,000.72
3. 351 L.F. 30" R.C. Pipe:
Per Linear Foot:
Forty Nine Dollars &
Ninety Six Cents $49.96 $17,535.96
14. 860 L.F. 24" R.C. Pipe:
Per Linear Foot:
' Thirty Nine Dollars &
.Twenty Three Cents $39.23 $33,737.80
5. 196 L.F. 21" R.C. Pipe:
Per Linear Foot:
Thirty Five Dollars &
Twenty Cents $35.20 $6,899.20
6. 69 L.F. 4 —8' X 4' RCB W/6" Curb:
Per Linear Foot:
One Thousand One Hundred
Twelve Dollars &
No Cents $1,112.00 $76,728.00
I
i
N:UO6\f)14n-rd�Sn.,-��nldnrAe An, a_a
7. 89 L F 4' X 3 RCB:
Per Linear Foot:
One Hundred Seventeen Dollars &
Sixty Four Cents $117.64 $10,469.96
8. 1,949 L.F.
Trench Safety:
Per Each:
No Dollars &
Fifteen Cents $0.15 $292.35
9. 8 Ea. STD.,10' Curb Inlet:
Per Each:
Two Thousand Four Hundred
Fifty Dollars &
No Cents $2,450.00 $19,600.00
10. 3 Ea. Recessed 10' Curb Inlet:
Per Each:
Two Thousand Four Hundred
Fifty Dollars &
No Cents $2,450.00 $7,350.00
11. 3 Ea. 4' Square Manhole:
Per Each:
Three Thousand Two Hundred
Fifty Dollars &
No Cents $3,250.00 $9,750.00
12. 2 Ea 5' Square Manhole:
Per Each:
Three Thousand Nine Hundred
Twenty Five Dollars &
No Cents $3,925.00 $7,850.00
13. 1 Ea. 48" RCP STD. Sloping Headwall:
Per Each:
Three Thousand One Hundred
` Fifty Dollars &
p No Cents $3,150.00 $3,150.00
N'UOg\n14n54\Sner_a%n14n54A Mr, B-10
14. 3 Ea. 24" RCP STD. Sloping Headwall:
Per Each:
One Thousand Six Hundred
Seventy Five Dollars &
No Cents $1,675.00 $5,025.00
15. 1 Ea. 4' X 3' STD. Flared Wingwall (PW-0):
Per Each:
One Thousand Nine Hundred
Fifty Dollars &
No Cents $1,950.00 $1,950.00
16. 4 Ea. 8' X 4' Modified Wingwall:
Per Each:
Six Thousand Three Hundred
Fifty Dollars &
No Cents $6,350.00 $25,400.00
17. 108 S.Y. AASHTO Class Rock Rubble Rip Rap:
Per Square Yard
Thirty Five Dollars &
No Cents
$35.00 $3,780.00
18. 309 S.Y. Rock Rubble Rip Rap, (24" or larger dia.):
Per Square Yard
Thirty Dollars &
No Cents
$30.00 $9,270.00
19. 1 L.S. Storm Water Management:
Per Lump Sum:
Five Hundred Dollars &
No Cents
$500.00 $500.00
TOTAL AMOUNT BID STORM DRAIN 271:,646.51
0HVV1--1LrA MON
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ff. wy0 91 TES.
N:\JOB\014054\Soecs\014054A.doc B-11
Summary
TOTAL AMOUNT BID WATER $ 499 787.78
TOTAL AMOUNT BID SEWER $ 239,337.58
TOTAL AMOUNT BID STORM DRAIN $ 271,646.51
GRAND TOTAL AMOUNT BID $ 1,010,771.87
�1
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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 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
I organization, subcontractors, or employment agency in either furnishing or referring employee applicants
4 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 10 (ten) calendar days after issue of the work order, and to
complete the contract within 45 (forty-five) working days after beginning construction as set forth in the
�i written work order to be furnished by the Owner.
N
(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. N:Vo6\014054\$Pecs\014054A.doc B-13
I
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,
C.W. Younq Coristruction, L.P.
B
Title
Address
210 S. Sixth Avenue
` Mansfield. Texas 76063
I Telephone: (817) 477-1414
` (Seal)
Date:
I
CRY UENY
FT, WORYM, M G ,
N'UnRU11d(15d\Rnor•c%INAfKAG rinrr Fl_1A
I. STREET LIGHT COST ESTIMATE
QUANTITY UNIT COST TOTAL COST
INTERSECTIONS 8 EA $ 2, 000 $16, 000.00
MID-BLOCK RESIDENTIAL 13 EA $ 2, 000 $26, 000.00
CHANGE OF DIRECTION RESIDENTIAL 7 EA $ 2, 000 $14, 000.00
MID-BLOCK COLLECTOR 0 EA $ 2, 000 $0, 000.00
MID-BLOCK ARTERIAL PARKWAY 0 EA $ 2, 500 $0, 000.00
MID-BLOCK ARTERIAL MEDIAN 3 EA $ 2, 500 $7, 500. 00
RELOCATE EXISTING LIGHT 0 EA $ 1, 500 $0, 000.00
Subtotal $63,500.00
City's Cost $00,000.00
Developer' s Subtotal $63,500.00
10% Contingency $6,350.00
Project Total $69,850.00
Adjacent Developer's Cost $00,000.00
Developer's Cost $69,850.00
2% Inspection Fee $00,000.00
CFA CODE #2005121
DEVELOPER'S COST: $69,850.00
SENDERA RANCH, PHASE I - SECTION III-B
Fort Worth, Texas
September 12, 2005
PAGE I OF Exhibit C
II . STREET LIGHTS 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 will install all the streetlights that use overhead or underground
conductors on residential, and collector streets. The developer agrees to
pay the city the amount shown below prior to the City starting its design
efforts.
4 . Streetlights on arterial streets shall be installed with underground
conduit and 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
operation of the street lights
6. The estimated cost of this street light installation is detailed on page 1
of exhibit C and is summarized below, the street lights will remain the
property of, and will be maintained by the City of Fort Worth.
DEVELOPER' S COST: $69,850.00
SENDERA RANCH, PHASE I SECTION III-B
September 10, 2005
FORT WORTH, TEXAS
CFA CODE #2005121
Page II of Exhibit C
MU IA 7�lc
iT Pl,�JAMUY
III
"STREETLIGHTS"
INTERSECTIONS
WILLOW SPRINGS RD & WRANGLER WAY 1
WILLOW SPRINGS RD & ZIPPO WAY 1
TANGLEBRUSH TRL & HALTER DR 1
TANGLEBRUSH TRL & RODEO DAZE DR 1
TANGLEBRUSH TRL & GOLDSEEKER WAY 1
DUN HORSE DR & FILLY ST 1
WRANGLER WAY & HALTER DR 1
SADDLESOAP CT & ZIPPO WAY 1
MID BLOCK
WILLOW SPRINGS RD 7
TANGLEBRUSH TRL 2
SADDLESOAP CT 1
WRANGLER WAY 1
FILLY ST 1
ZIPPO WAY 1
CHANGE OF DIRECTIONS
TANGLEBRUSH TRL 1
SADDLESOAP CT 1
WRANGLER WAY 1
ZIPPO WAY 2
DUN HORSE DR 1
RODEO DAZE DR 1
MID BLOCK MEDIAN
SENDERA RANCH BLVD 3
SENDERA RANCH, PHASE I - SECTION III - B
Page III of Exhibit C
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 $100.00 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 ten (10) intersections at a cost
to the Developer of$1,000.00:
Willow Springs Rd & Zippo Way
Willow Springs Rd & Wrangler Way
Zippo Way & Saddlesoap Ct
Zippo Way & Halter Dr
Halter Dr & Wrangler Way
Halter Dr & Tanglebrush Tr
Rodeo Daze Dr & Tanglebrush Tr
Goldseeker Way & Tanglebrush Tr
Dun Horse Dr & Tanglebrush Tr
Dun Horse Dr & Filly St
Sendera Ranch, Phase I, Section 3B
CFA code: 2005121 September 10, 2005
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LOCATION MAP
SENDERA RANCH
PHASE I - SECTION 3B
Carter Burgess
CARTER & BURGESS,INC.
777 MAIN STREET
FORT WORTH,T%76172
(817(715-6WC
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LEGEND
PROP. 26' ASPHALT
COUNTY ROADWAY
60' ROW
PROP. 29' B/B
ROADWAY/50' ROW
S
PROP, 41' B/B
60TOADWAY
ROWSTREETS
PROP. BLVD EXHIBIT 'B'
ROADWAY/1 30' ROW
SENDERA RANCH
PROP. TEMPORARY PHASE I - SECTION 3B
CONIC TRANSITION `wa"
PROP. 4' S I DEWALK ..................•. yftrBurgess
�
( BY HOMEBU I LDER) �
PROP. 4' S I DEWALK 01 t"110-I N0 1 URG SS,INC.
( BY DEVELOPER) FORT WORTH,TX 761
I I M I TS nF PROJFCT PROJECT NO. 014054.010.001.0630
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LEGEND EXHIBIT 'B-1'
PROP. STORM DRAIN LINE SENDERA RANCH
PROP. I NLET r PHASE I - SECTION 3B
PROP. MANHOLE
PROP. HEADWALL -----< Carter,Burgess
0
EXIST. STORM DRAIN LINE CARTER & BURGESS,INC.
777 MAIN MEET
LIMITS OF PROJECT ---' ((88117)7 7X76,02
PROJECT NO. 014054.010.001.0630
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LEGEND
PROP. SINGLE STREET LIGHT • STREET LIGHTS
PROP. DOUBLE STREET LIGHT
N EXHIBIT 'C'
EXIST. SINGLE STREET LIGHT O SENDERA RANCH
( ON STEEL POLE WITH STREET
AND STOP SIGNS ATTACHED) PHASE I - SECTION 3B
EXIST. DOUBLE STREET LIGHT CO
PROP. STREET SIGN A Carter - Burgess
EXIST. STREET SIGN Q CARTER & BURGESS,INC.
EET
LIMITS OF PROJECT —_ 777 WOAN4 H,1TX
FORT 3&-600 TX 76102
(817 73.Sd000
PROJECT NO. 014054.010.001.0630