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Home My WebLink AboutContract 37091COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary q COUNTY OF TARRANT § Contract No. I I WHEREAS, Centre14 Venture, Inc., hereinafter called "Developer", desires to make certain improvements to Centreport Area I Phase IIIA, 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 Tai7ant, 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 Project 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. E. The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the Policy. Centerport Area lA, Ph 3A 2008-022 2008 F. The 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 iniutzes, death or damakes are caused, in whole or in part, by the alleged neilijeence of tlae 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 1)4.100, 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). K. Developer hereby releases and agrees to indemnify and hold the City harmless for any inadequacies in the preliminary plans, speccations and cost estimates supplied by the Developer for this contract. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer required to Project Naine Centerport Area IA, Ph 3A 2 �EFA Numbers 2008-(Y.�2 `-�afe: April 2X; 2008 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: 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 Developers) 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, B 1 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, B 1 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 $ 4259894.08. Project Name: Centerport Area lA, Ph 3A 3 CFA Number: 2008-022 Date: April 21, 2008 Project Name Centerport Area I Phase 3A CFA 2008=022 DOE No. 5901 Item Developer Cit Cost Total Cost Cost A. Construction 1. Streets $ 322,840.50 $ 322,840.50 2. Storm Drainage $ 51,545042 $ 515545442 3. Street Lights $ 283800.00 $ 28,800.00 4. Street Name Signs $ 245.00 $ 245.00 B. Engineering Design CO Construction Engineering $ 145975.44 $ - $ 14,�44 and Management by DOE 4% D. Materials Testing by DOE 2% $ 75487072 $ - $ 73487072 TOTALS $ 4255894.08 $ - $ 4255894008 Notes: 1. All PreliminaryPlats 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. Project Name: Centerport Area lA, Ph 3A 4 CFA Number: 2008-022 Date: April 21, 2008 1IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be executed in triplicate in its name and on its behalf by its Assistant City Manager, attested by iLAN City Secretary, with the corporate seal of the City affixed and said De eloper has executed this instrument in triplicate, at Fort Worth, Texas this thAA day of 2008. Approval Recommended: // ATTA�/BEST/(/j)•'1:/, /� Yin / 111 IIA94$A \ / // J inI IA Marty/Hendrix City Secretary Approved as to Form: Attorney ATTEST: Corporate Secretary Project Name: Centerport Area lA, Ph 3A_�, 5 Transportation and Public Works Cit of Fort Wor,�h Fernando Costa Assistant City Manager DEVELOPER Cen report enture, Inc. Bv: Murray Newton Executive Vice President ,COUNCIL DISTRICT � 5 d' NLO �I N N . �I 0- c X H Q W h u1 H W 1" N M H O Z (n d w coA w Fm r gr� � w U F. J 1n wO �Q O HU W Li 01i' N 2 Q. 1D co r a CD Q �v ®Z>zQ 2 w :j a P w O~ f= m Zr Fm (n Lim ® 06 Qm w w W �A w Z =Q� a oN�° h ,� 0 I 0 PQ � ° W;� I-� W > M W 0 O Y rr U 0" d.0 y ~ � v Z U m m OLd N w m U Z W H g EXHIBIT B-1 CONSTRUCTION COST ESTIMATE PROJECT NAME; Centreport ACREAGE: 43,02 PEI #:093900206 BY: SHB . P H A S co HIM um T E: 19-Mar-08 CHECKED: RLP FILE NAME: 093900206 DATE PREP: 19-Mar-08 REVISED: APPROXIMATE UNIT TOTAL DESCRIPTION UNIT QUANTITY PRICE AMOUNT C.STORM SEWER SYSTEM 21" R.C.P. CIII LF 131 $47.60 $61235.60 27" R.C.P,_CIII _ _ LF 217 $62A3 _ $13,547.31 33" R,C.P. CIII - --- LF — — 99 -- $83.49 $8,265.51 _ - 33" PLUG EA 1 $1.25.00 WHO STD_15' CURB INLET_ EA —_ 1 $3,400.00 _ $3,400.00 _ RECESSED 15' CURB INLET _ _ _ EA 1 $3,400.00__ $31400.00 4'X4' STORM DRAIN MANHOLE _EA 1 $41500,00 $4,500,00 _ CONNECT TO EXISTING STORM DRAIN EA 2 $31000.00 $6,000600 7"-24" ROCK RIPRAP, INCLUDE 2' EXCAVATION _ SY 75_ _ $75.00 $51625.00 TRENCH SAFETY _ LF 447 $1.00 $447.00 T SUB TOTAL STORM SEWER SYSTEM MATERIAL TESTING FEES PERCENT 2.0% $51,545.42 $1,030.91 INSPECTION FEES PERCENT 4.0% $51,545:42 $2,061482 TOTAL STORM SEWER SYSTEM $51,545.42 X:Iprojects10939002031CorrespondencelCFA DocsIPHASE I11A10ENTREPORT IIIA CFA EXHIBITS,XLS, PATE ENGINEERS, INC. 1 of 1. EXHIBITS-� A U W M Q Z v u)w co o u 0�1N0) Q to OnN O ZNJ M Nr) W ct:Y W� M M 8 Wpw NN O j S x N_ Qa.� �n W °° o 0 rn n Q C) 0 Q. z EXHIBIT B CONSTRUCTION COST ESTIMATE P R O J E C T N A M co Centreport mommome PHASE: IIIA F ILC NAME: 093900206 ACREAGE: 43.02 D A T = 19-Mar-08 D ATE PREP: 19-Mar-08 BY: CHECKED: REVISED: PEI #:093900206 SHB RLP APPROXIMATE UNIT TOTAL DESCRIPTION UNIT QUANTITY PRICE AMOUNT D.STREET PAVING 9" REINFORCED CONC STREET PVMT. W/7" CU SY 7,280 $39.76 $289,452.80 __ ___ 6" LIME SUBGRADE . _ _ SY 71510 _ $1.75 _ $13,142.50— HYDRATED LIME (30LB/SY) TN 113 _ $110,00 $121430.00_ PAVEMENT HEADER LF 28 $10.00 . $280.00 REMOVE STREET BARRICADE EA 1 $100.00 $100.00 STREET BARRICADE EA 1 $500,00 $500,00 NON-REFL. TRAFFIC BUTTONS _ _EA _ 230 $3,00 $690100_ REFL. TRAFFIC BUTTONS _ EA 58 _ $3.00 __$174.00 CONNECT TO EX PVMT HEADER . _ EA 1 $300.00 $300.00 TRAFFIC HANDLING_ _ _ LS _ 1 _ $3,000.00 $3,000.00 TRAFFIC SIGNAL _ LS — 1 $17,000.00 $17,000.00 PAVEMENT MARKING LS 1 $6,500900 $6,500.00 SUB - TOTAL STREET PAVING345fa3R'€ MATERIAL TESTING FEES PERCENT 2.0% $343,569.30 $6,871.39 INSPECTION FEES PERCENT 4.0% $343,569.30 $13,742.77 TOTAL STREET PAVING $343, .30 X:lprojects10939002031CorrespondencelCFA DocsIPHASE IIIAICENTREPORT IIIA CFA EXHIBITS.XLS, PATE ENGINEERS, INC. 1 of 1 EXHIBITS �I I • itwmkl �l 0 J W M W o K nF 00 CO w r l'' 0OnNN Z^<NLo W�V)XMM 0 La O m N Q N v ��s a a ro o '' W. o m m a a z EXHIBIT C . CONSTRUCTION COST ESTIMATE PEl #:093900206 P R 0 J E C T N A M E. Centreport A C R E A G E: 43.02 BY: SHB *P H A S E: IIIA D A T E: 19-Mar-08 CHECKED. RLP FILE NAME: 093900206 DATE PREP: 194ar-08 REVISED, APPROXIMATE UNIT TOTAL DESCRIPTION UNIT QUANTITY PRICE AMOUNT F.MISCELLANEOUS ITEMS STREET LIGHT STREET SIGN TOTAL MISCELLANEOUS ITEMS EA 4 $0.00 $0.00 ::: . :0'Dq' ................ PATE ENGINEERS, INC. X:lprojecls109390D2031CorrespondencelCFA DocsIPHASE IIIAICENTREPORT IIIA CFA EXHIBITS,XLS, 1 of 1 EXHIBIT C �. Non -Reflective Traffic Buttons, See Sheets C12.1-C12.4 and Sheets C14.1-C14.5; Per Each: 230 Ea. Three Dollars And No Cents 8. Reflective Traffic Buttons, See Sheets C12,1-C12.4and Sheets C 14.1-C l4.5; Per Each 58 Ea. Three Dollars And No Cents 9. Connect to Existing Pavement Header, See Sheets C12,1-C12.4 and Sheets C14.1-C14.5; Per Each: 1 Ea. Three Hundred Dollars And No Cents 10. Traffic Handling, See Sheets C 12.1- C12.11 and Sheets C14.1-C14.5; Lump Surn: 1 LS. Two Thousand Dollars And No Cents 11. Traff:lc Signal, See Sheets C12.1- C 12.11 and Sheets C 14,1-C 14.5; Lump Sum: 1 LS. Seventeen Thousand Dollars And No Cents 10. Pavement Marking, See Sheets C12.1-C12.11 and Sheets CI4.1- C 14.5; Lump Sum: 1 LS. Six Thousand Five Hundred Dollars And No Cents TOTAL AMOUNT BID UNIT IV: PAVING IMPROVEMENTS t 1 a $3 ,00 $690.OQ $300.00 $300.00 $2,000.00 $2,000.00 $17,000.00 $17,000.00 $ti,5000.00 $6,500.00 $322,84t7.50 Updated 05/16/2005 I I I 1 TOTAL AMOUNT BID WATER TOTAL AMOUNT BID SEWER TOTAL AMOUNT BID STORM DRAIN TOTAL AMOUNT BID PAVING GRAND TOTAL AMOUNT BID 30,850.00 $ $ 5,617A �51,545A2 $322,840.50 491 853.32 Updated 05/tfi/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 1 Water Department Projects dated January 1, 1978, which may be purchased from the Water Department. I The Standard Specifications for Street and Storer 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. 1 7400. 7"he Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 1Q working days after beginning construction as set forth in the written work order to be furnished by the Owner. t (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. t r i B-10 Updated 05/16/2005 i f 11 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) (Seal) Date: L!JCLLIMLU 4Qrp t� Respectfully submitted, FYiscot TX 75034 Telephone: 214-387-3300 L��11 Updated 05/'f 6/2005 PART B — PROPOSAL DEVELOPER AWARDED CONTRACTS t This proposal must not be removed from this book of Contract Documents, TO: Centreport Venture Inc. PROPOSAL k'OR: Centreport Fhase IIIA WATER PROJECT NO. P264-605150098483 p SEWER PROJECT NO, P274-705130098483 FILE NO, W-2023 X NO.20413 DOE NO. 5901 E 1 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, paving and drainage improvements and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: Centreport Phase MA E ° 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 pcpartment 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 Port 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 t proposes to do the work within the time stated and for the following sums: B4 q Updated 05/16/2005 f UNIT it WATER IMPROVEMENTS 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) (D-No. refers to related items in the Part D Special Conditions:) 1. 8-Inch Water Pipe*, See Sheet C3.1, D-52; Per Linear Foot; 200 L.F. Forty -Eight Dollars And Twenty -Five $48.25 $%650,00 Cents 2. 24" x 8" Tapping Sleeve and Valve; See Sheet C3.1, Per Each. 2 EA. Ten Thousand Five Hundred Dollars $10,500.00 $21,000.00 And No Cents 3. Trench Safety System, See Sheet C3.1, D-24; Per Linear Foot: 200 L.F. One Dollar And No Cents $1.00 $200900 TOTAL AMOUNT BID UNiT I: WATER *Type of Pipe Used PVC DR-14 $30,850.00 200 LF Updated 05/16/2005 UNIT II: SANITARY SEWER IIVIPROVEMENTS ITEM APPROX. DESCRIPTION OF 11 EMS WITH ' NO. QUANTITY BID PRICES WRITTEN IN WORDS UNIT TOTAL PRICE AMOUNT (Furnish and install, including al[ appurtenant work, complete in place, the following items) ()-No. refers to related items in the Part D Special Conditions:) 1. 8-Inch SDR-35 P.V.C. Sanitary Sewer Pipe*, Variable Trench Depth, See Sheet C4.1; Per Linear Foot: 1,413 L.F. Thirty -Five Dollars And Twenty- $35.24 Four Cents 2, 8Anch SDR-26 P.V.C. Sanitary Sewer Pipe*, Variable Trench Depth, See Sheet C4.1; Per Linear Foot: 122 L.F. Thirty -Seven Dollars And Twenty- $37.24 Four Cents 3. 4-Foot Diameterro TVIanTiole, All Depths, See Sheet C4.I, D-27; Per Each: 3 EA Six Thousand Seven Hundred Fifty $6,750.00 Dollars And No Cents 4. 8" Plug, See Sheet C4.1, D-27; Per Each: 6 EA Fifty Dollars And No Cents $50.00 5. Connect to Existing SS Manhole, See Sheet C4.1; Per Each: 1 EA. Three Thousand Five Hundred $31500.00 Dollars And No Cents 6. Cement Stabilized Backfill, See Sheet C4.1, D-49; Per Linear Foot: 122 L.F. Thirty Dollars And No Cents $30.00 7. Clay Dam, See Sheet C4.1, D-50; Per Each: 3 EA. Five Hundred Dollars And No $500.00 Cents $49 ,794.12 $ 4,543.28 $20,250,00 $300.00 $3,500.00 $3,660,00 $1,500.00 B-3 Updaled 05/16/2005 S. Post -Construction Television Inspection of Sanitary Sewer Lines, See Sheet C4,1, D-38; Per Linear Foot: 1,535 L.F. One Dollar And No Cents $1,00 $1,535,00 9_ Trench Safety System. See Sheet C4.1, D-24; Per Linear Foot: 1,535 L.F. One Dollar And No Cents $1 DO $17535.00 TOTAL AMOUNT BID UNIT II: SEWER * Type of Pipe Used: PVC Pipe (SDR=35) PVC Pipe (SDR-26) f i t 86� 17.40 1,413 LF 122 LF Updated 05/16/2005 UNIT III: STORM DRAIN IMPROVEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN PRICE AMOUNT WORDS (Furnish and install, including all appurtenant work, complete m place, the following items) (D-No. refers to related items in the Part D Special Conditions:) i 1 Install: 21" Class III R.C.P., See Sheet C13.1; Per Linear Foot: 131 L.F. Forty -Seven Dollars And Sixty Cents $47.60 $65235.60 2. Install: 27" Class III R.C.P., See Sheet C13.1; Per Linear Foot: 217 L.F. Sixty -Two Dollars And Forty -Three $62.43 $13,547.31 Cents 3 Install: 33" Class III R.C.P., See Sheet C13.1; Per Linear Foot: 99 L.F. Eighty -Three Dollars And Forty -Nine $83.49 $82265,51 Cents 4. Standard 15' Curb Inlet, See Sheet C13.1; Per Each: 1 EA Three Thousand Four Hundred $3,400.00 $3,400.00 Dollars And No Cents 5. Recessed 15' Curb Inlet, See Sheet C13.1; Per Each: our Hundred $3,400.00 $3,400.00 1 EA Three Thousand F Dollars And No Cents 6. 4'x4' Storm Drain Manhole, See Sheet C13.1; Per Each: I EA Four Thousand Five Hundred Dollars $4,500.00 $4,500.00 And No Cents 7 33" Plug, See Sheet C13.1; Per Each: 1 EA One Hundred Twenty -Five Dollars $125.00 $125000 And No Cents z P B-5 Updated 05/1612005 Y 8. Connect to Existing Storm Drain Line, See Sheet C13.1; Per Each 2 EA Three Thousand Dollars And $31000A0 $6,000.00 No Cents 9. 7" - 24" Rock Rip Rap, including 2' Excavation, See Sheet C13.1; Per Square Yard: 75 S.Y. Seventy -Five Dollars And No Cents $75.00 $52625M 10. Trench Safety System (Deeper than 5 feet), See Sheet C 13.1, 13-24; Per Linear Foot: 447 L.F. One Dollar And No Cents $1 M $447,00 TOTAL AMOUNT BID UNiT IIT: STORM DRAIN $51,545.42 Updated 05/16/2005 UNIT IV: PAVING IMPROVEMENTS ITEM APPROX, DESCRIPTION OF 11EMS WITH UNIT TOTAL N0. QUANTITY BID PRICES WRITTEN IN PRICE AMOUNT WORDS (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:) I . 9" Reinforced Concrete Pavement w/ 7" Curb, See Sheets C12.1- C12.4 and Sheets C14.1-C14.5; Per Square Yard: 7,280 S.Y. Thirty -Seven Dollars And $37.05 $269,724.00 Five Cents i 2, 6" Moisturized and Compacted Lime Subgrade, See Sheets C12.1- C12A and Sheets C14.1-C14,5; Per Square Yard; 7,510 S.Y. One Dollar And Seventy -Five Cents $1.75 $13,142.50 A A- 3, — -^Hydrated Lime, See Sheets C12.1- C12.4 and Sheets C14.1-C14.5; Per Ton: 113 Ton One Hundred Ten Dollars And No $1 10.00 $121430.00 } Cents 4, Pavement Header, See Sheets C12.1-C12.4 and Sheets C14.1- C14.5; Per Linear Foot i 28 L.F. Ten Dollars And No Cents $10.00 $280,00 r 5, Remove Street Barricade, See Sheets C 12.1-C 12A and Sheets C14.1-Cl 4.5; Per Each: I Ea. One Hundred Dollars And No Cents $100.00 $100000 i 6. Street Barricade, See Sheets C12.1- C12.4 and Sheets C14,1-C14.5; Per Each: 1 Ea. Five Hundred Dollars And No $500,00 $500.00 Cents B -7 Updated 05/16/2005 7. Non -Reflective Traffic Buttons, See Sheets C12.1-C12.4 and Sheets C14.1-C14.5; Per Each: 230 Ea. Three Dollars And No Cents $3.00 $690.00 j g, Reflective Traffic Buttons, See Sheets C12.1-Cl2.4and Sheets C14.1-C14.5, Per Each 58 Ea. Three Dollars And No Cents $3.00 $174.00 g, Connect to Existing Pavement Header, See Sheets C 12.1-C 12.4 and Sheets C14.1-C14.5; Per Each: 1 Ea. Three Hundred Dollars And No $300000 $300900 Cents 10. Traffic Handling, See Sheets C 12.1- C12.11 and Sheets C14.1-C14.5; Lump Sum: 1 LS. Two Thousand Dollars And $2,000,00 $2,000.00 No Cents 1 l . Traffic Signal, See Sheets C12.1- C12.11 and Sheets C14.1-C14.5, Lump Sum: 1 LS, Seventeen Thousand Dollars And $171000.00 $17,000900 No Cents 10. Pavement Marking, See Sheets C12.1-C12.11 and Sheets C14.1- C 14.5; Lump Sum: 1 1 LS. Six Thousand Five Hundred Dollars $6,5000.00 $6,500.00 And No Cents TOTAL AMOUNT BID UNIT IV: PAVING $322.840.50 MPRQVEMENTS 13-8 Updated 05/16/2005 i i TOTAL AMOUNT BID WATER TOTAL AMOUNT BID SEWER TOTAL AMOUNT BID STORM DRAIN TOTAL AMOUNT BID PAVING GRAND TOTAL AMOUNT BID 86,617.40 51,545,42 $322M0.50 491,853.32 Updated 05l16l2005 i PART B - PROPOSAL (Cont.) t After acceptance of this Proposal, the undersigned will execute the formal contract and r 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 1 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 Genera[ Contract Documents and Genera! Specifications for j Water Department Projects dated January 1, 1978, which may be purchased from the Water Department. 1 2. The Standard Specifications for Street and Storm Drain Construction which may be purchased from the Department of Transportation & Public I Works. 1 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 I prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 70 calendar days after issue of the work order, and to complete the contract within M 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. s s B-1 a Updated 05/16/2005 X 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 fallowing addenda to the plans and 5pecifscations5 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. 2 (Initials) i i Addendum No. 3 (Initials) Addendum No. 4 (Initials) Respectfully submitted, Frisco, TX 75034 Telephone: 214-387-3900 Updated 05/16/2005 i x a f Q 4 { (N 0 P E. 77 x LO z F Z Z t= En 5= dd z t y F ¢we_ �w �z �� 8 Q00 auzo UOWXu 4U WO F38 di � WNO a N� a U W IL JG { K�UU fN w S� ZE UN ? oCD tl 'rrW �+ �~ aC) 4 Q� Fa ii CO tnw NO Wz< qK y~a4 a}fw i Q �EQ (7NN(7nn��IIK la�Z � Waww 4K� 31 %W'.. 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O K O N NNNNNZ Z I�t I W d O.d ¢j JJ Qaaa >aS a0 >J3 O Z YYYrYp ¢ F F o M CNif]NQ¢a�l IMN� MN�OR'a' r F- Z z��KKF-ZZZz7 Cz9 Q N1~!1 UWwOUZQ ~ ZO OOpp XXUUU-UUUF-00�0 7 ¢ w U---- F- Wt-F-�"WUz ZZpJ U aaW U'�NNNN JNF- �W laJ_==OF C7 N O_6QaaaQ OZ OOdd 0_da7UUUU�--O !LQ ~~ N NM d'6n aW W Mo Haa O 2Jzzzzz poozzzU��NJd"z a �VI Vl fn to NtnN?aS��000 OOOOOOUJ � vm7�NF-YI}l-FF- � �m��m��m�mmmmmm� trtr r F-rr t-F-r rrrrrr � o0000000000 0000 0 00000 o O000 OOOUOU UU UUUUU UUUUUU} m rl-rrl-F-F-rF-F-rrF-F-F-r F- I- r r U UUUUUUUUUU UUUU UUUU UU U UU U mm�� tr��trma_ ¢¢¢¢aaaaa aaaaaaaaaaaaaaa� a��zaa��aa�¢a�FQ aarrrr-r F-rt-r-rr� 3 zzzzzzzzzzzzzzzzzzzzzzzzzozzozo 0000zoozooz zzUUUUU UUUZUz 000000000000000000000 UU UUUUUUU oU UUUU000 000 UUUU UUUU oU U NOp�N vnarmrno mo•- MQ �onwmo�N a y O�NMPNNrNO��€lMt NtO �tO OtNN N� N N M M MMMM7¢�'1-� 'tV�aNNN NNNNN m ., z wv eb:zo.e eoozlen P•si snco�szuo � i PART B — PROPOSAL DEVELOPER AWARDED CONTRACTS This proposal must not be removed fr0III this book of Contract Documents. TO: Centreport Venture Inc. PROPOSAL FOR: Centreport Phase IIIA WATER PROJECT NO, P264-605150098483 SEWER PROJECT NO, P274-705130098483 FILE NO. W-2023 X NO* 20413 DOE NO. 5901 t Includes the fiunishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of water, sanitary sewer, paving and drainage improvements and all necessary appurtenances and incidental work to provide a .,1 complete and serviceable project designated as: Centreport Phase IHA 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 WatorDp ,partmeat Projects, the General Contract Documents and General specifications for Transportation and Public _g 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: l t 1 B�1 Updated 05/16/2005 II UNIT 1: WATER IIVIrXVVEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTUY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (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:) 1. 8-Inch Water Fipe*, See Sheet C3.1, D-52; Per Linear Foot: 200 L.F. Forty -Eight Dollars And Twenty -Five $48.25 $%650.00 Cents 2. 24" x 8" Tapping Sleeve and Valve; See Sheet C3.1, Per Each: 2 EA. Ten Thousand Five Hundred Dollars $10,500000 $21,000.00 And No Cents 3. Trench Safety System, See Sheet C3.1, D-24; Per Linear Foot: 200 L.F. One Dollar And No Cents $1.00 $200.00 TOTAL AMOUNT BID UNIT I: WATER $3Q,850.00 *Type of Pipe Used PVC DR-14 200 LF B-2 UFdated 05/16/2005 UNIT 11, SANITARY SEWER IMPROVEMENTS r� ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL N0. QUANTITY BID PRICES WRITTEN IN PRICE AMOUNT WORDS (Furnish and install, including all appurtenant work, complete in place, the following items) =�a i Condit�ons: (D-No. refers to related items in the Part D Special I, $-Inch SDR-35 P.V.C. Sanitary Sewer Pipe*, Variable Trench Depth, See Sheet C4.1; Per Linear Foot: 1,413 L.F. Thirty -Five Dollars And Twenty- $35.24 Four Cents 2, 8-Inch SDR-26 P.V.C. Sanitary Sewer Pipe*, Variable Trench Depth, See Sheet C4.1; Per Linear Foot: 122 L.F. Thirty -Seven Dollars And Twenty- $37.24 Four Cents ------ 3. 4-Foot Diameter Drop ManFiofe; --- ---- All Depths, See Sheet C4.1, D-27; Per Each: 3 EA Six Thousand Seven Hundred Fifty $6,750.00 Dollars And No Cents 4. 8" Plug, See Sheet C4. I, D-27; Per Each: 6 EA Fifty Dollars And No Cents $50.00 5. Connect to Existing SS Manhole, See Sheet C4. I ;Per Each: 1 EA. Three Thousand Five Hundred $3,500.00 Dollars And No Cents 6. Cement Stabilized Backfill, See Sheet C4.1, D-49; Per Linear Foot: 122 L.F. Thirty Dollars And No Cents $30.00 7. Clay Dam, See Sheet C4.1, D-50; Per Each: 3 EA. Five Hundred Dollars And No $500,00 Cents B-3 $49 ,794. l 2 $ 4,543.28 $20,250.00 $300.00 $3,500.00 $3,660.00 $1,500.00 Updated 051i 6/2005 8. Post -Construction Television Inspection of Sanitary Sewer Lines, See Sheet C4.1, D-38; Per Linear Foot: 1,535 L.F. One Dollar And No Cents $1,00 $1,535,00 Trench Safety System, See Sheet C4.1, D-24; Per Linear Foot: 1,535 L.F. One Dollar And No Cents $1.00 $11535M TOTAL AMOUNT BTD UNIT 11: SEWER 86$ ,617�40 * Type of Pipe Used: PVC Pipe (SDR-35) 15413 LF PVC Pipe (SDR-26) 122 LF Updated 05/16/2005 UNIT III: STORM DRAIN IMPROVEMENTS ITEM APPROX, DESCRIPTION OF ITEMS WITFS UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN PRICE AMOUN' WORDS (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:) 1. Install: 21" Class III R.C.P., See Sheet C13.1; Per Linear Foot: 131 L.F. Forty -Seven Dollars And Sixty Cents $47.60 $6,235.60 2. Install: 27" Class III R.C.P. See Sheet C13.1; Per Linear Foot: 217 L.F. Sixty -Two Dollars And Forty -Three $62.43 $13,547.31 Cents 3. Install: 33" Class III R.C.P., See Sheet C 13.1; Per Linear Foot: 99 L.F. Eighty -Three Dollars And Forty Nine $83.49 $83265.51 Cents 4. Standard 15' Curb Inlet, See Sheet C13.1; Per Each: 1 EA Three Thousand Four Hundred $3,400.00 $3,400900 Dollars And No Cents 5. Recessed 15' Curb Inlet, See Sheet C13.1; Per Each: 1 EA Three Thousand Four Hundred $37400.00 $33400.00 Dollars And No Cents 6. 4'x4' Storm Drain Manhole, See Sheet C13.1; Per Each% 1 EA Four Thousand Five Hundred Dollars $4,500.00 $41500.00 And No Cents 7. 33"Plug, See Sheet 013.1; Per Each: 1 EA One Hundred Twenty -Five Dollars $125.00 $125.00 And No Cents t -5 Updated 05/16/2005 S Connect to Existing Storm Drain Line, See Sheet C13.1 a Per Each 2 EA Three Thousand Dollars And $32000.00 $6,000.00 No Cents g• 7" - 24" Rock Rip Rap, including 2' Excavation, See Sheet C 13.1; Per Square Yard: 75 S.Y. Seventy -Five Dollars And No Cents $75.00 $5,625.00 10. Trench Safety System {Deeper than 5 feet), See Sheet C13.1, D-24; Per Linear Foot: 447 L.F. One Dollar And No Cents $1.00 $447.00 TOTAL AMOUNT BID UNIT IIT: STORM DRt1.IN $51,545.42 Updated 05l16/2005 UNIT IV: PAVING IMPROVEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO, QUANTITY BID PRICES WRITTEN IN PRICE AMOUNT WORDS (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:) 1. 9" Reinforced Concrete Pavement w/ 7" Curb, See Sheets C12.1- C12.4 and Sheets C14.1-CI4.5; Per Square Yard, 7,280 S.Y. Thirty -Seven Dollars And $37.05 $269,724.00 Five Cents 2• 6" Moisturized and Compacted g Lime Subgrade, See Sheets C12.1- C 12.4 and Sheets C 14.1-C 14.5; Per Square Yard; 7,510 S.Y. One Dollar And Seventy -Five Cents $1.75 $13,142.50 ±�39 Hydrated Lime, See Sheets C12.1- C 12.4 and Sheets C 14.1-C 14.5; Per Ton, c 113 Ton One Hundred Ten Dollars And No $110000 $121430.00 Cents 4. Pavement Header, See Sheets C12.1-C12.4 and Sheets C14,1- C14.5; Per Linear Foot 28 L.F. Ten Dollars And No Cents $10.00 $280400 5. Remove Street Barricade, See Sheets C 12. I -C 12.4 and Sheets t C14,1-C 14.5; Per Each: I Ea, One Hundred Dollars And No Cents $ I 00.00 $ I 00.00 6. Street Barricade, See Sheets C 12.1- C12.4 and Sheets C14.1-C14.5; Per Each; 1 Ea. Five Hundred Dollars And No $500,00 $500.00 Cents $-7 Updated 05/16/2005