HomeMy WebLinkAboutContract 33170 •
COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary
d'" I
COUNTY OF TARRANT § Contract No. '` .
WHEREAS, BP 367 Fort Worth LTD., hereinafter called "Developer", desires to
make certain improvements to Primrose Crossing Collectors, Section 1 , 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 "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, 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 11, of the
Policy.
Mir
f it � .:
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 negligence 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).
1. 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.
2
L. 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.
M. 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 $2,248,520.51.
3
SUMMARY OF
COST
Primrose Crossing Collectors Phase I
Item Developer City Cost Total Cost
Cost
A. Construction $ -
1 Streets $1,170,900.45 1,170,900.45
2. Storm Drainage $906,763.50 906,763.50
$
3. Street Lights $87,450.00 87,450.00
4. Street Name Signs $300.00 300.00
B. Engineering Design $
C. Construction Engineering
and Management by DOE $ $
4% 83,106.56 83,106.56
TOTALS 2,248,520.51 $ - 2,248,520.51
Notes:
1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets.
The developer is responsible for installation of sidewalk and a separate financial
guarantee is required in the form of a bond or check for the cost of the 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.
4
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, and said Developer
has executed this instrument in triplicate,at Fort Worth, Texas this the ' 8'�day ofoecembax-
,2oos. RECEIVED
Approval Recommended:
Transportation and Public Works
Department
Robert Goode, P. E.
Director
Ci of rt W h
NO M&C REQUIRED Marc Ott
Assistant City Manager
ATTEST:
ajyel-,
M Hendrix
74,
City Secretary
Approvedas to Form:
Assist it Attorney
ATTEST: DEVELOPER
By' BP 36 7 f-4/64A,L
By: C
Corporate Secretary Sham L�. darKG�c
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Primrose Crossing
Collectors, Phase 1
22-Nov-05
PAVING-PARKWAY
ITEM# DESCRIPTION QTY UNIT PRICE AMOUNT
1 6"LIME STABILIZED SUBGRADE 42,136 S.Y. 1.75 73,738.00
2 HYDRATED LIME 30#/SY 632 TON 100.00 63 200.00
3 7"R.C.STREET PVMT W77"CURB 41,031 S.Y. 22.00 902,682.00
4 4'WIDE CONCRETE SIDEWALK 13,659 S.Y. 3.25 44,391.75
5 SIDEWALKS RAMPS 3 EA. 650.00 2,550.00
6 ROCK RIP RAP 291 S.Y. 48.00 13,968.00
7 CONSTRUCT STD END OF ROAD BARRICADE 5 EA. 1,975.00 9,875.00
8 MATCH EXISTING PAVEMENT 115 L.F. 10.00 1,150.00
9 CONSTRUCT CONCRETE HEADER 217 L.F. 1 10.00 2,170.00
10 INSTALL 3"SCHEDULE 40 PVC CONDUIT 1,116 L.F. 12.50 13,950.00
11 GROUND BOXES 20 EA. 950.00 19,000.00
12 ADJUST RIM ELEVATION OF EXISTING MANHOLES 2 E.A. 750.00 1,500.00
13 CENTER LINE STRIPING 12,258 L.F. 1.65 20,225.70
14 INSTALLATION/MAINTENANCE STORM WATER MNGMNT 1 L.S. 2,500.00 2,500.00
TOTAL-PAVING $1,170,900.45
STREET LIGHTS AND SIGNS
ITEM# DESCRIPTION QTYj UNIT I PRICEI AMOUNT
1 STREET LIGHT POLE,BASE &COND 37 1 EA. 1 2,363.511 87,450.00
2 STREET SIGNS 10 1 EA 1 30.001 300.00
TOTAL-STREET LIGHTSISIGNS $87,750.00
g:Nob10133521es1%CFA 20051122 Infrastructure city submitted-bidders cost 4
Primrose Crossing
Collectors, Phase I
22-Nov-05
STORM DRAINAGE
ITEM# DESCRIPTION QTY UNIT PRICE AMOUNT
1 7-10'x7'MC 10-7 130L.F. 2,007.70 261,001.00
2 7'x4'SCC-7 131 L.F. 270.00 35,370.00
3 2-6'x4'MC 6-16 120 L.F. 434.50 52140.00
4 66"RCP 118 L.F. 179.00 21 122.00
5 60"RCP 520 L.F. 155.00 80,600.00
6 48"RCP 530 L.F. 100.00 53,000.00
7 42"RCP 37 L.F. 90.00 3,330-00
8 36"RCP 64 L.F. 65.00 4,160.00
9 30"RCP 547 L.F. 50.00 27 350.00
10 27"RCP 123 L.F. 45.00 5,535.00
11 24"RCP 170 L.F. 40.00 6,800.00
12 21'RCP 567 L.F. 36.00 20,412.00
13 7'JUNCTION BOX 1 EA. 4,180,00 4,180.00
14 6'SQUARE MANHOLE 2 EA. 3,740.00 7,480.00
15 5'SQUARE MANHOLE 1 EA. 3,410.00 3,410.00
16 4'SQUARE MANHOLE 2 EA. 2,970.00 5,940.00
17 4'XB'JUNCTION BOX 1 EA. 4 620.00 4,620.00
18 10'RECESSED CURB INLET 6 EA. 2,475.00 14,850.00
19 4'DROP INLET 1 EA. 2,750.00 2,750.00
20 1 END AND PLUG 27"RCP 2 EA. 600.00 1,200.00
21 END AND PLUG 24"RCP 1 EA. 600.00 600.00
22 END AND PLUG 21"RCP 3 EA. 600.00 1,800.00
23 CONSTRUCT STD FW-0 4:1 HEADWALL 7'X4' 1 EA, 4,400.00 4,400.00
24 CONSTRUCT STD FW-0 4:1 HEADWALL 2-6'X4' 1 EA. 4,950.00 4,950.00
25 CONSTRUCT STD FW-0 4:1 HEADWALL 7-10'X7 1 EA. 6,050.00 6,050.00
26 CONSTRUCT STD FW-0 4:1 HEADWALL 66" 1 EA. 3,960.00 3,960.00
27 CONSTRUCT STD FW-0 4:1 HEADWALL 48" 1 EA. 2,420.00 2,420.00
28 CONSTRUCT STD PW HEADWALL 7-10'x7 1 EA. 23,100.00 23,100.00
29 21"HEADWALL 1 EA. 2,000.00 2,000.00
30 1/4 TON ROCK RIP RAP 3,497 S.Y. 1 65.00 227,305.00
31 FACING CLASS ROCK RIP 100 S.Y. 50.00 5,000.00
32 ROCK RUBBLE RIP RAP 24"GRADATION 28 S.Y. 50.00 1,400.00
33 ROCK RIP RAP 110 S.Y. 50.00 5,500.00
34 TRENCH SAFETY STORM DRAIN 3,057 L.F. 0.50 1,528.50
35 INSTALLATION/MAINTENANCE STORM WATER MNGMNT 1 L.S. 1,500.00 1,500.00
TOTAL•STORM DRAINAGE $906,763.50
g:Nob10133521e811CFA 20051122 Infrastructure city submitted-bidders Cost 3
PART B—PROPOSAL
DEVELOPER AWARDED CONTRACTS
This proposal must not be removed from this book of Contract Documents.
TO: BP 367 Fort Worth GP, LLC
PROPOSAL FOR: PROJECT NAME Primrose Crossing Collectors, Section I
WATER PROJECT NO. P164-060164015266 i
SEWER PROJECT NO. P 174-070174013264
FILE NO. K-1865
X NO. 16121
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:
Primrose Crossing Collectors Section I
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
j proposes to do the work within the time stated and for the following sums:
I
1
1
1
013539.010 B-1 Updated 11/22/2005
UNIT I: PAVING IMPROVMENTS
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 Total
No. Quantity Measurement "D"Item reference Price Amount
1 42,136 S.Y. 6"Lime Stabilized Subgrade(Includes
Preparation of Subgrade), complete in
place for the sum of
ONE Dollar&
SEVENTY FIVE Cents per Square Yard $1.75 $73,738.00
2 632 TONS Lime for Subgrade(30#/S.Y.) complete
in place for sum of
ONE HUNDRED Dollars
tNO Cents per Ton $100.00 $63,200.00
3 41,031 S.Y. 7"Reinforced Concrete Pavement with
7" Curb,complete in place for the sum
of
TWENTY TWO Dollars &
NO Cents per Square Yard $22.00 $902,682.00
4 13,659 S.Y. 4' Wide Concrete Sidewalk; complete
place for the sum of
THREE Dollars &
TWENTY FIVE Cents Per Linear Foot $3.25 $44,391.75
5 3 EA Sidewalk Ramps,complete place for the
sum of
EIGHT HUNDRED FIFTY Dollars
NO Cents Per Each $850.00 $2,550.00
6 291 S.Y. Rock Rubble Rip Rap,complete in place
for the sum of
FORTY EIGHT Dollars &
NO Cents per Square Yardl $48.00 $13,968.00
013539.010 B-2 Updated 11/22/2005
7 5 EA Construct Standard End of Road
Barricade, complete in place for the sum
of
ONE THOUSAND NINE HUNDRED
SEVENTY FIVE Dollars &
$1,975.00 $9,875.00
NO Cents Per Each
8 115 L.F. Tie into Existing Pavement per detail,
complete in place for the sum of
TEN Dollars
NO Cents per Linear Foot $10.00 $1,150.00
9 217 L.F. Construct Concrete Header, complete in
place for the sum of
TEN Dollars
NO Cents per Linear Foot $10.00 $2,170.00
10 1,116 L.F. Install 3" Schedule 40 PVC Conduit,
complete in place for the sum of
TWELVE Dollars &
FIFTY Cents 2er Linear Foot $12.50 $13,950
11 20 EA Install Ground Boxes,complete in place
for the sum of
NINE HUNDRED FIFTY Dollars &
NO Cents Per Each $950.00 $19,000.00
12 2 EA Adjust Rim Elevation of Existing
Manholes, complete in place for the sum
of
SEVEN HUNDRED FIFTY Dollars &
NO Cents Per Each $750.00 $1,500.00
13 12,258 L.F. Install Centerline Striping, complete in
place for the sum of
ONE Dollar
SIXTY FIVE Cents per Linear Fool $1.65 $20,225.70
14 1 LS Installation/Maintenance Storm Water
Management
TWO THOUSAND FIVE
HUNDRED Dollars &
$2,500.00 $2,500.00
NO Cents Per Lump Sum
City of Fort Worth requires a minimum of 30#/S.Y. The Paving Contractor will be responsible for a lime series test as
directed by the City of Fort Worth Construction Inspection Department.
TOTAL AMOUNT BID PAVING $ 1,170,900.45
013539.010 8-3 Updated 11/22/2005
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
f
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 6 calendar days after issue of the work
order, and to complete the contract within 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.
'/6 B. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
013539.010 B-4 Updated 11/22/2005
}
I (we)acknowledge receipt of the following addenda to the pians 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)
r Addendum No. 2 (Initials) Addendum No.4(Initials)
Respectfully submitted,
I
Site Concrete.Inc.
By. � ---\
Title
Address
3340 Roy Orr Boulevard
Grand Prairie,TX. 75050
I
Telephone: 972-313-0733
(Seal)
Date:
{
1
1
ti
013539.010 3-5 Updated 11/22/2005
UNIT III: STORM DRAIN
ITEM APPROX. DESCRIPTION OF ITEMS WITHT
UNI TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
(Furnish and install,including all appurtenant work, complete in place, the following items)
ItemA rox. Unit Item Description Total
Pp P Unit Price
No. Quantity Measurement "D"Item reference Amount
1 130 L.F. 7-10'x7' Multiple Box Culvert 10-7
Including Trench Excavation and Backfill,
complete in place for the sum of
TWO THOUSAND SEVEN Dollars&
SEVENTY . Cents Per Linear Foot $2,007.70 $261,001.00
2 131 L.F. 7'x4' Single Box Culvert-7 In
Trench Excavation and Backfill,complete
in place for the sum of
TWO HUNDRED SEVENTY Dollars
NO Cents Per Linear Foot $270.00 $35,370.00
3 120 L.F. 2-6'x4' Multiple Box Culvert 6-16
Including Trench Excavation and Backfill,
complete in place for the sum of
FOUR HUNDRED THIRTY
FOUR Dollars &
$434.50 $52,140.00
FIFTY Cents Per Linear Foot
4 118 L.F. 66"Class III R.C. Pipe Including Trench
Excavation and Backfill, complete in
place for the sum of
ONE HUNDRED SEVENTY
NINE Dollars&
$179.00 $21,122.00
NO Cents Per Linear Foot
5 520 L.F. 60"Class III R.C.Pipe Including Trench
Excavation and Backfill, complete in
place for the sum of
ONE HUNDRED FIFTY FIVE Dollars
' NO Cents Per Linear Foot $155.00 $80,600.00
013539.010 &9 Updated 11/22/2005
6 530 L.F. 48"Class III RC.Pipe Including Trench
Excavation and Backfill, complete in
place for the sum of
ONE HUNDRED Dollars
NO Cents Per Linear Foot $100.00 $53,000.00
7 37 L.F. 42"Class III R.C.Pipe Including Trench
Excavation and Backfill,complete in
NINETY Dollars &
NO Cents Per Linear Foot $90.00 $3,330.00
8 64 L.F. 36"Class III R.C. Pipe Including Trench
Excavation and Backfill, complete in
place for the sum of
SIXTY FIVE Dollars
NO Cents Per Linear Foot $65.00 $4,160.00
9 547 L.F. 30"Class III R.C.Pipe Including Trench
Excavation and Backfill, complete in
place for the sum of
FIFTY Dollars&
NO Cents Per Linear Foot $50.00 $27,350.00
10 123 L.F. 27"Class III R.C.Pipe Including Trench
Excavation and Backfill,complete in
place for the sum of
FORTY FIVE Dollars &
NO Cents Per Linear Foot $45.00 $5,535.00
11 170 L.F. 24"Class III R.C.Pipe Including Trench
Excavation and Backfill, complete in
place for the sum of
FORTY Dollars &
NO Cents Per Linear Foot $40.00 $6,800.00
12 567 L.F. 21"Class III R.C.Pipe Including Trench
Excavation and Backfill,complete in
place for the sum of
THIRTY SIX Dollars &
NO Cents Per Linear Foot $36.00 1 $20,412.00
013539.010 B-10 Updated 11/22/2005
13 1 EA 7' Junction Box, complete in place for the
sum of
FOUR THOUSAND ONE HUNDRED
EIGHTY Dollars &
$4,180.00 $4,180.00
NO Cents Per Each
14 2 EA 6' Square Storm Drain Manhole, complete
in place for the sum of
THREE THOUSAND SEVEN
HUNDRED FORTY Dollars &
$3,740.00 $7,480.00
NO Cents Per Each
15 1 EA 5' Square Storm Drain Manhole,complete
in place for the sum of
THREE THOUSAND FOUR HUNDRED
TEN Dollars&
$3,410.00 $3;410.00
NO Cents Per Each
16 2 EA 4' Square Storm Drain Manhole, complete
in place for the sum of
TWO THOUSAND NINE HUNDRED
SEVENTY Dollars&
$2,970.00 $5,940.00
NO Cents Per Each
17 1 EA 4'x8' Junction Box, complete in place for
the sum of
FOUR THOUSAND SIX HUNDRED
TWENTY Dollars&
$4,620.00 $4,620.00
NO Cents Per Each
18 6 EA 10' Recessed Curb Inlet, complete in
place for the sum of
TWO THOUSAND FOUR HUNDRED
SEVENTY FIVE Dollars&
$2,475.00 $14,850.00
NO Cents Per Each
19 1 EA 4' Drop Inlet, complete in place for the
sum of
TWO THOUSAND SEVEN HUNDRED
FIFTY Dollars &
$2,750.00 $2,750.00
NO Cents Per Each
20 2 EA End and Plug 27"RCP,complete in place
for the sum of
SIX HUNDRED Dollars &
-NO Cents Per Each $600.00 $1,200.00
013539.010 B_1 I Updated 11/22/2005
21 1 EA End and Plug 24"RCP,complete in place
for the sum of
SIX HUNDRED Dollars &
NO Cents Per Each $600.00 $600.00
22 3 EA End and Plug 21"RCP, complete in place
for the sum of
SIX HUNDRED Dollars&
NO Cents Per Each $600.00 $1,800.00
23 1 EA Construct Standard FW-0 4:1 Headwall
(7'x4')per TxDot Details(includes Grade
to Drain Excavation),complete in place
for the sum of
FOUR THOUSAND FOUR
HUNDRED Dollars& $4,400.00 $4,400.00
NO Cents Per Each
24 1 EA Construct Standard FW-0 4:1 Headwall
` (2-6'x4')per TxDot Details(includes
Grade to Drain Excavation),complete in
place for the sum of
FOUR THOUSAND NINE HUNDRED
FIFTY Dollars&
$4,950.00 $4,950.00
NO Cents Per Each
25 1 EA Construct Standard FW-0 4:1 Headwall
(7-10'x7')per TxDot Details (includes
Grade to Drain Excavation),complete in
place for the sum of
SIX THOUSAND FIFTY Dollars&
$6,050.00 $6,050.00
NO Cents Per Each
26 1 EA Construct Standard FW-0 4:1 Headwall
(66")per TxDot Details (includes Grade
to Drain Excavation),complete in place
for the sum of
THREE THOUSAND NINE HUNDRED
r SIXTY Dollars & $3,960.00 $3,960.00
NO Cents Per Each
013539.010 &12 Updated
27 1 EA Construct Standard FW-0 4:1 Headwall
(48")per TxDot Details (includes Grade
to Drain Excavation),complete in place
for the sum of
TWO THOUSAND FOUR HUNDRED
TWENTY Dollars& $2,420.00 $2,420.00
' NO Cents Per Each
28 1 EA Construct Standard PW Headwall (7-
10'x7')per TxDot Details(includes Grade
to Drain Excavation),complete in place
for the sum of
TWENTY THREE THOUSAND ONE
HUNDRED Dollars& $23,100.00 $23,100.00
NO Cents Per Each
29 1 EA Construct Standard 21"Headwall per
TxDot Details, complete in place for the
sum of
TWO THOUSAND Dollars &
NO Cents Per Each $2,000.00 $2,000.00
30 3,497 S.Y. %<Ton Class Rock Rip Rap, complete in
place for the sum of
SIXTY FIVE Dollars &
NO Cents Per Square Yard $65.00 $227,305.00
31 100 S.Y. Facing Class Rock Rip Rap, complete in
place for the sum of
FIFTY 'Dollars &
NO Cents Per Square Yard $50.00 $5,000.00
32 28 S.Y. 24"Gradation Class Rock Rip Rap,
complete in place for the sum of
FIFTY Dollars &
NO Cents Per Square Yard $50.00 $1,400.00
33 110 S.Y. Rock Rip Rap, complete in place for the
sum of
FIFTY Dollars &
NO Cents Per Square Yard $50.00 $5,500.00
34 3,057 L.F. Trench Safety(deeper than five feet)
NO Dollars &
FIFTY Cents per Linear Foot $0.50 $1,528.50
013539.010 B-13 Updated 11/22/2005
35 1 L.S. installation/Maintenance Storm Water
Management
ONE THOUSAND FIVE
HUNDRED Dollars & $1,500.00 $1,500.00
NO Cents per Lump Sum
TOTAL AMOUNT BID STORM DRAIN $ 906.763.50
SUMMARY
TOTAL AMOUNT BID WATER $ 350,888.50
TOTAL AMOUNT BID SEWER $ 188,277.05
TOTAL AMOUNT BID STORM DRAIN $906,763.50
GRAND TOTAL AMOUNT BID $ 1,445,929.05
013539.010 B-14 Updated 11/22/2005
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 5 calendar days after issue of the work
order, and to complete the contract within 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.
013539.010 B-15 Updated 11/22/2005 _--
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,
Site Concrete, Inc.
By: b, � ---�
E 115_F1o*Ley
Title
z.Es I
Address
3340 Roy Orr Boulevard
Grand Prairie,TX. 75050
Telephone: 972-313-0733
(Seal)
Date:
013539.010 &16 Updated 11/22/2005
I . STREET LIGHT COST ESTIMATE
QUANTITY UNIT COST TOTAL COST
INTERSECTIONS 11 EA $ 2, 000 $22, 000. 00
MID-BLOCK RESIDENTIAL 0 EA $ 2, 000 $0, 000. 00
CHANGE OF DIRECTION RESIDENTIAL 0 EA $ 2, 000 $0, 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 23 EA $ 2, 500 $57, 500. 00
RELOCATE EXISTING LIGHT 0 EA $ 1, 500 $0, 000. 00
Subtotal $79,500.00
City' s Cost $00,000.00
Developer' s Subtotal $79,500.00
10% Contingency $7 ,950.00
Project Total $87 ,450. 00
Adjacent Developer' s Cost $00,000.00
Developer' s Cost $87 ,450.00
2% Inspection Fee $00,000.00
CFA CODE #2005139
DEVELOPER' S COST: $87 ,450 . 00
PRIMROSE CROSSING COLLECTORS, PHASE I
November 2, 2005
Fort Worth, Texas
November 2, 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: $87 ,450. 00
PRIMROSE CROSSING COLLECTORS, PHASE I
November 2 , 2005
FORT WORTH, TEXAS
CFA CODE #2005139
Page II of Exhibit C
III
"STREETLIGHTS"
MID BLOCK
RISINGER RD 21
BREWER BLVD 13
PRIMROSE CROSSING COLLECTORS, PHASE I
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 three (3) intersections at a cost
to the Developer of$300.00:
W Risinger Rd & Brewer Blvd (NW corner)
W Risinger Rd & Brewer Blvd (SE corner)
W Risinger Rd & (unnamed street possibly summer creek Dr)
Primrose Crossing Collectors, Phase I
CFA code: 2005139 October 22, 2005
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BP 367 FORT WORTH, LTD.
BP 367 FORT WORTH, LTD. o• C.C. FILING NUMBER 0204204752 ;
C. FILING NUMBER D204204752 55, C.R.T.C.T. M
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OWNER/DEVELOPER
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JAMES F. eASSON SURVEYOR/ENGINEER
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NOTES
I. NO STRUCTURE, OBJECT OR PLANT MATERIAL OF ANY KIND MAY OBSTRUCT A
MOTORIST'S VISION, WITHIN ANY PORTION OF A P.O.S.E. SHOWN ON THIS PLAT,
BEGINNING 2 FT.(24"I ABOVE THE TOP OF THE gRB TO A HEIGHT OF 11 FT. ABOVE
SAID CURB. EXCEPT AS ELSEWHERE ALLOWED HEREIN. SUCH OBSTRUCTIONS SHALL
INCLUDE, BUT ARE NOT LIMITED T0, BUILDINGS, FENCES, WALLS, SIGNS, BANNERS,
STRUCTURES, TREES, SHRUBS, MOTOR VEHICLES, STATUARY, AND OTHER SIMILAR
OBJECTS.
RECEIVEDONNON-RESIDENTIAL ZONED LOTS, A SINGLE POLE SIGN OF NOT GREATER THAN I
FT. ,12') IN ON
AMETER MAY BE ALLOWED WITHIN A P.O.S.E. EASEMENT, PROVIDED
A VERTICAL UNOBSTRUCTED CLEARANCE OF II FT. IS MAINTAINED BETWEEN THE
ADJACENT FINISHED GROUND LINE OF THE POLE TO THE UNDERSIDE OF THE SIGN.
2. THE CITY OF FORT WORTH HAS AH ORDINANCE IMPLEMENTING THE ASSESSMENT AND
COLLECTION OF WATER AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED
IS ESTABLISHED ON THE FILING DATE OF THIS PLAT APPLICATION, BASED UPON
SCHEDULE I OF THE CURRENT IMPACT FEE OROINANCE. THE AMOUNT TO BE
COLLECTED IS DETERMINED UNDER SCHEDULE II OF SAID ORDINANCE, AND BECOMES
EFFECTIVE ON THE DATE A BUILDING PERMIT IS ISSUED, 08 THE CONNECTION DATE
TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM.
3. ANY PUBLIC FRANCHISED UTILITY, INCLUDING THE CITY OF FORT WORTH, SMALL
HAVE THE RIGHT TO MOVE AND KEEP MOVED ALL OR PART OF ANY BUILDING, FENCE.
TREE. SHRUB, OTHER GROWTH OR IMPROVEMENT WHICH IN ANY WAY ENDANGERS OR
INTERFERES WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS
RESPECTIVE SYSTEMS ON ANY OF THE EASEMENTS SHOWN ON THE PLATT AND THEY
SHALL HAVE THE RIGHT AT ALL TIMES TO INGRESS AND EGRESS UPON SAID
EASEMENTS FOR THE PURPOSE OF CONSTRUCTION, RECONSTRUCTION. INSPECTION.
.ECAC DESCRIPTION PATROLLING, MAINTAINING, AND AGOING TO OR REAOVI NG ALL OR PART OF ITS
CONTINUED RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE
PERMISSION OF ANYONE.
SAID CURVE TD THE LEFT, CONTINUING WITH THE EAST RIGHT-OF-WAY
CENTRAL ANGLE OF 06'01.49'• HAVING A RADIUS OF 1445.00 FEET, 4. A SITE DRAINAGE STUDY, SHOWING CONFORMANCE WITH THE APPROVEO ROADWAY
']3' W, 152.01 FEET i0 A Le INCH IRON ROD WITH PLASTIC CAP DRAINAGE PLAN, MAY BE REOUIRED BEFORE ANY BUILDING PERMIT IS ISSUED ON
THIS SITE. L A GRADING PLAN IN SOME INSTANCES MAY BE AOEOUATE.) IF THE SITE
ODES NOT CONFORM. THEN A DRAINAGE STUDY MAY BE REOUIRED, ALONG WITH A CFA
ONTINUING WITH THE EAST RICHT-OF-WAY LINE OF BREWER FOR ANY NECESSARY DRAINAGE IMPROVEMENTS. THE CURRENT OWNER SMALL SUBMIT A
H PLASTIC CAP STAMPED-CAR
i BURGESS' SET AT THE LETTER TO THE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS DIRECTOR
STATING AWARENESS THAT A SITE DRAINAGE STUDY WILL BE REQUIRED BEFORE ANY
SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF PERMIT IS ISSUED. THE CURRENT OWNER WILL INFORM EACH BUYER OF THE SAM
FEET, AND A LONG CHORD WHICH BEARS S 45e 49E.
']5- E. 126.32 '
STIC CAP STAMPED 'CARTER M BURGESS" SET ON THE NORTH S. NO CONSTRUCTION SHALL BE ALLOWED WITHIN THE FLDOO-PLAIN EASEMENT WITHOUT
THE WRITTEN APPROVAL OF THE DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS.
IN ORDER TO SECURE APPROVAL, SATISFACTORY ENGINEERING STUDIES AND/OR
INE OF RISINGER ROAD THE FOLLOWING BEARINGS AND DETAILED ENGINEERING IMPROVEMENT PLANS. SMALL BE PREPARED AND SUBMITTED BY
THE PARTY(S) WISHING TO CONSTRUCT WITHIN THE FL000-PLAIN. WHERE
5/8 INCH IRON ROO WITH PLASTIC CAP STAMPED 'CARTER 6 CONSTRUCTION IS PERMITTED, ASSUMING ULTIMATE DEVELOPMENT CONDITIONS, ALL
FINISHED FLOOR ELEVATIONS SHALL BE A ..NIMUI OF 2 FT. IT.FEETI ABOVE THE
100-YEAR FL 01]0 PLAIN WATER ELEVATION, OR 1 FT. (ONE FOOT) ABOVE THE 100-
5/8 INCH IRON ROO WITH PLASTIC CAP STAMPED *CARTER 6 YEAR FIL WAY WATER SURFACE ELEVATION.
S. TME EXISTING CREEK, STREAu, RIVER, OR DRAINAGE CHANNEL TRAYERSING ALONG OR
A S/8 INCH IRON RDD WITH PLASTIC CAP STAMPED 'CARTER ACROSS PORTIONS OF TMIS ADO.TION. WILL REMAIN UNOBSTRUCTED AT ALL TIMES
F A CURVE TO THE RIGHT) AND WILL BE MAINTAINED BY THE )NOT VIOIAL LOT OWNERS WHOSE LOTS ARE
TXE RIGHT• AN ARC DISTANCE OF 222.57 FEET, THROUGH A CENTRAL TRAVERSED BY. OR ADJACENT TO. THE ORAINAGEWAYS. THE CITY OF FORT WORTH
G A RADIUS OF 2155.00 FEET. AND A LONG CHORD OF WH ICM BEARS WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE. EROSION CONTROL, AND/ OR
TD A 5/B INCH IRON ROD WITH PLASTIC CAP STAMPED 'CARTER A OPERATION OF SAID ORAINACEWAYS. PROPERTY OWNERS SHALL KEEP THE ADJACENT
F A REVERSE CURVE TD THE LEFT, DRAINAGEWAYS TRAVERSING THEIR PROPERTY CLEAN AND FREE OF DEBRIS, SILT OR
OTHER SUBSTANCES WHICH WOULD RESULT IN UNSANITARY CONDITIONS, AND THE CITY
URVE TO THE LEFT DISTANCE OF 538.38 FEET. THROUGH A CENTRAL SMALL HATE THE RIGHT OF ENTRY FOR THE PURPOSE OF INSPECTING THE
G A RADIUS DF 2045.00 FEET, AND A MONO CHORD WHICH BEARS MAINTENANCE WORK BY THE PROPERTY OWNERS. THE DRAtNAG EWAYS ARE
OCCASIONALLY SUBJECT TO STORM MATER OVERFLOW AND/ OR BANK EROSION THAT
5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED'CARTER* CANNOT BE DEFINED. THE CITY OF FORT WORTH SMALL NOT BE LIABLE FOR ANY
F A CURVE TO THE LEFT, DAMAGES RESULTING FROM THE OCCURRENCE OF THOSE PHENOMENA, NOR THE FAILURE
H SAID CURVE TO THE TEF T. THROUGH A CENTRAL ANGLE OF OF ANY STRUCTURES) WITHIN THE ORAINAGEWAYS. THE DRAINACEWAY CROSSING
0.29 FEET, THE LONG CHORD OF WHICH BEARS N 35'26'10• E. EACH LOT IS CONTAINED WITHIN THE FLOOD-PLAIN EASEMENT LINE AS SHOWN ON THE
OD WITH PLASTIC CAP STAMPED-CARTER E BURGESS' SET, PLAT.
5/B INCH IRON ROD WITH PLASTIC CAP STAMPED •CARTER'6 7. THE CITY OF FORT WORTH SMALL NOT BE HELD RESPONSIBLE FOR THE CONSTRUCTION.
F THAT CERTAIN TRACT OF LAND DESCRIBED BY DEED TO NEWMARK MAINTENANCE OR OPERATION OF ANY LOTS CONTAINING PRIVATE COMMON AREAS OR
TY CLERK'S FILING NUMBER D205201390, COUNTY FACILITIES IDENTIFIED AS SUCH ON THIS PLAT. SAID LOTS AND FACILITIES
SHALL INCLUDE, BUT ARE NOT LIMITED TO, PRIVATE STREETS, EMERGENCY ACCESS
A 5/6 INCH IRON ROD WITH PLASTIC CAP STAMPED 'CARTER I. EASEMENTS, AND GATED PRIVATE ENTRANCES. RECREATION. LANDSCAPE, AND OPEN
AY LINE OF RIS IHGER ROAD, SPACE AREAS, WATER AND WASTEWATER DISTRIBUTION. COLLECTION, AND TREATMENT
FACILITIES. AND CLUBHOUSE, RECREATION BUILDINGS AND OUTDOOR FACILITIES.
INE OF RISINGER ROAD THE FOLLOWING BEARINGS AND -
THE LANDOWNERS AND SUBSEQUENT OWNERS OF THE LOTS AND PARCELS IN THIS
F AI NMICH IRON ROO CH-TANGENT CURVE TO PLASTIC
I EFT,STAMPED 'CARTER i SUBDIVISION. ACTING JOINTLY AND SEVERALLY AS A LAND OWNERS ASSOC
IATION.
THE SHALL BE RESPONSIBLE FOR SUCH CONSTRUCTION, RECONSTRUCTION, MAINTENANCE
D NOH-TANGENT CURVE TO THE LEFT. THROUGH A CENTRAL ANGLE OF AND OPERATION OF THE SU801VISION'S PRIVATE COMMON AREAS AND FACILITIES.
0.00 FEET, AND A LONG CHORD WHICH BEARS N 54']3'S0•W, AND SMALL ON
TO INDEMNIFY AND HOLO HARMLESS THE CITY OF FORT WORTH,
00 WI TX PLASTIC CAP STAMPED"CARTER A "GESS- SET, TEXAS, FROM ALL
CLAIMS, DAMAGES AND LOSSES ARISING OUT OF, OR RESULTING
FROM.THE PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS ASSOCIATION. AS SET
/8 INCH IRON ROD WITH PLASTIC CAP STAMPED'CARTER L FORTH HEREIN.
F A NON-TANGENT CURVE TO THE RIGHT,
B. NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDIVISION UNTIL
THE RIGHT, AN ARC DISTANCE OF 139.05 FEET. THROUGH A APPROPRIATE PROVISIONS ARE MADE FOR THE CONSTRUCTION OF ANY APPLICABLE
ING A RADIUS OF 216T-Do
FEET, AND
A LONG CHORD WHICH BEARS WATER. SEWER, STORM DRAIN, STREET LIGHTS. SIDEWALKS AND PAVING
E BED INNING OF A NON-TANCENT CURVE TO THE RIGHT. IMPROVEMENTS, AND APPROVAL IS OBTAINED FROM THE CITY OF FORT WORTH.
ID NON-TANGENT CURVE TO THE RIGHT. THROUGH A CENTRAL ANGLE OF y. SIDEWALKS ARE REOUIREO ON BOTH SIDES OF DEDICATED PUBLIC STREETS. IN
09.50 FEET. AND A LONG CHORD MUNICH BEARS 5 89°06'36"W.
RDO WI TX PIAST IC CAP ST AMPEO "CARTER E BURGESS' SET AT THE CONFORMANCE WITH CURRENT CITY POLICY.
E TO TME LEFT,
10. DIRECT ACCESS FROM SINGLE/DUPLEX RESIDENTIAL DRIVES ONTO ARTERIALS
D NON-TANGENT CURVE O THE
LEFT. THROUGH
C THROUGH N BB°30Az5Aw LE OF IS PROHIBITED.
90.52 FEET, AND
TH
00 WITM PLASTIC CAP STAMPED "CARTER B "GESS. SET AT THE 11. ALL PERIMETER CORNERS ARE LB INCH IRON RODS WITH CAP STAMPED"CARTER i
'E TD THE RICNT, BURGESS • SET UNLESS OTHERWISE NOTED.
.ID NON-TANGENT CURVE TO THE RIGHT. THROUGH A CENTRAL ANGLE OF IL NO CONSTRUCTION SHAH BE ALLOWED WITHIN THE FLOODPLAIN EASEMENT,
155.00 FEET, AND A LONG CHORD WHICH BEARS N BP 34'33"w,
ROO WITH PLASTIC CAP STAMPED "CARTER 6 BURGESS' SET AT THE WITHOUT THE WRITTEN APPROVAL OF THE DIRECTOR OF TRANSPORTATION AND
'E TO THE LEFT, PUBLIC WORKS.
10 NON-TANGENT CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF
:045.00 FEET, THE LONG CHORD OF WHICH BEARS N BTR26'II.W. 211.12
'H PLASTIC CAP STAMPED 'CARTER 6 BURGESS• SET,
I TME POINT OF BEGINNING AND CONTAINING"748,673 THIS PUT FILED IN CABINET_. SLIDE N06-, DATE
MORE OR LESS.
A FINAL PLAT OF
RISINGER ROAD j
BREWER BOULEVARD
SITUATED IN THE JUAN JOS[ALBIRADO SURVEY,
ABSTRACT IAReER 4. THE HEIRS OF B[RJY,IH THOUS -
SURVEY. AASTRACT HAJA,EA 1453. NO THE AANER H.
OWNER/DEVELOPER SURVEYOR/RNOMEER HODGE SURVEY, ABSTRACT KFAER Ilea
BP 36T FORT WORTH. LT0. • B 1 TARR•HT COWTY. TEXAS
e215 DOUGLAS AVE. STL •ii0 T77 WIN STREET
GALL, T:}szts F0'6I7711 TiliKou ID2 SHEET
PREPARED, 2-10-20033
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