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Contract 37107
COIVIIVIUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. WHEREAS, JLK Land, LTD. hereinafter called.' "Developer", desires to make certain improvements to Rolling Meadows Phase II, an addition to the City of Fort Worth, Texas; and WHEREAS, the said Developer has requested the City of Fort Worth, a municipal corporation of Tarrant, Denton and Wise Counties, Texas, hereinafter called "City", to do` certain work in connection with said improvements. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: -For and in consideration of the covenants and conditions contained herein, the City and the Developer do hereby agree as follows: I. General Requirements A. The Policy for the Installation of Community Facilities ("Policy") dated March 2001, approved by the City Council of the City of Fort Worth and subsequently amended, is hereby incorporated into this Community Facilities Agreement as if copied herein verbatim. Developer agrees to comply with all provisions of said Policy in the performance of its duties and obligations hereunder. B. .The requirements of the Policy shall govern this Community Facilities Agreement, provided, however, that any conflict between the terms of this Community Facilities Agreement and the Policy shall be resolved in favor of this Agreement. C. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy. D. Developer acknowledges that there shall be no reduction in the amount of financial security prior to project completion and acceptance by the City. E. The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the r� LA 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 injuries, death or damages are caused, in whole or in part, by the alleged negligence of the City of Fort Worth, its officers, servants, or employees. H. Developer shall install or adjust all of the required utilities to serve the development or to construct the improvements required herein. I. In the event that City participation exceeds $25,000, .Developer agrees that no street construction or storm drainage will begin prior to City Council approval of this Community Facilities Agreement. (Article 104.100, Ordinance 7234). J. Developer agrees that no lot shall be occupied under a certificate of occupancy until the improvements required herein have been constructed (Article 104.100, Ordinance 7234). K. Developer hereby releases and agrees to indemnify and hold the City harmless for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this contract. L. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer zequired to ` % 2 construct current and future improvements provided for in this agreement. M. Developer agrees to construct proposed improvements as shown on the exhibits attached hereto. The following exhibits are made a part hereof: Water (A)None; Sewer (A-1) None; Paving (B)Attached Storm Drain (B-1) Attached; Street Lights and Signs (C) Attached. N. City shall not be responsible for any costs that may be incurred by Developer in the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. 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, 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 $930,224.11. SUMMARY OF COST Rolling Meadows Phase 11 Item Developer Cost City Cost Total Cost A. Construction $ - 1. Streets $4937493,25 493,493425 2. Storm Drainage $3337171,00 333,171.00 3. Street Lights $527000.00 52,000.00 4. Street Name Signs $1,960.00 11960,00 B. Engineering Design $ C. Construction Engineering and Management by DOE 4%) $ 33,066057 $ 331066657 D. Materials Testing by DOE (2%) $ 161533429 $ 16,533,29 TOTALS 9307224,11 $ - 930,224.11 Notes: l . All Preliminary Plats 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. IN 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 its City Secretary, with the corporate seal of the executed this instrument in triplicate, at Fort Worth, 200/. Approval Recommended: ATTEST: City Secretary ATTEST: Corporate Secretary City affixed, ^^anti said Developer has Texas this tho�(� day of RECCIVED Transportation and Public Works City of Fort Worth Mary. Ott , 42 r limos Assistant City Manager -._ _ -- r i%�% ti t,� - - - -�. `. PROJECT N '� .� �' - - � �� ATION M ff _ � l .,` �_ I-._ -_-__ r.� W ` _ �� L� .I m -- b - _ _� _..__ � ELLER HICKS ROAD 0 z ti G_f.7R_CRff= _ ' F� 17Dc �--I_ _ GOLDEN TRIANC B�D.. f` �_ ` %�{. O � � N .�� ., N Nor To scaLE LOCATION MAP ROLLING MEADOWS PHASE II DGN=q�\Job\ 011930\clv\ 9301cfa.dgn Carter � Burgess CARTER 8 BURGESS, INC. m �,wri snrfr roar woan�, rx �ewa lain ns�000 PROJECT N0. 013930.010. 1.0360 PAGE 1 OF T SCALEf 1" = 300' PROP. 29' B/B ROADWAY/ 50' ROW PROP. 4 1 ' B/ B ROADWAY/ 60' ROW ASPHALT TRANSITION PAVEMENT PROP, 4' S I DEWALK BY HOMEBUILDER) PROP. 4' S I DEWALK cBY DEVELOPER) LIMITS OF PROJECT r,,tl� GRASSY 1 DRIVH Elf , � 1 -- is 1 - IS na r- -{— a To 06 " 1 —1 ,. : a� mmmml i, y _� _ y43 ti \ +`t f r � poi ;tj __ _ r- 1— r. it is X n X i, to of w S1 , of m Q) RI 1 u Al/.ff, r i . s . r , . o u 4J� yt / '- -- - — -- „ N OV 1 is 40 s N v x is N " �, ............... DGN=g� \ J oD\ O1 1930\c I v\ 9301 cfo. dgn is N u L �� X r0i rt X t i, „ / X n I/. 0 me u v -- it is to r 0 " 1� fJ�------------------ O „I ri ( sr 7— ' K X rs If 1 t . i s ' I f f l,• Is ) ,i A ,f 1, ,s ,f iG tf'_• Z,. _ I.1. l _ Ills STREETS EXHIBIT 'B' ROLLING MEADOWS PHASE II Carter � Burgess CARTER &BURGESS, INC. 177 MNH STREET FORT WORTH, TX 76102 lem 7as-eaoo PROJECT N0. 013930.010. 1.0360 PAGE 5 OF T I �- SCALES y y � T 21 W r7 ,- - DWAY/ 50' ROW �: �1•'l1: r� PROP. 41' B/B ROADWAY/60' ROW SIDEWALK BY PROP. 4' HOMEBUILDER) PROP. 4' S I DEWALK BY DEVELOPER) LIMITS OF PROJECT V9Y 4 C I�'�6 11Ic SCROW EXHIBIT 'B' ROLLING MEADOWS PHASE II Carter :� Burgess t i — _ , y .1 t alL I 0 I - :111 i 1i CARTER &BURGESS, INC E 777 AWN STREET FORT WORTH, TX 76102 (R17) 775-6000 PROJECT N0. 013930.010.1.0360 DGN=q,\Job\ 011930\clv\ 9301cfc.dgn PAGE B OF E SCALE/ 1" = 300' �rl 0/ GRASSY Gj.Pl1� 1 DRI � 1 - ' L"i- , m H � . H f9 N qe-i; _ 1— ( 48"HDWL 11 4' WiH ,I o 5^ L J 1 n vu I Car yy-1 I/ �H ), 1 rr !J N H 7i H rI ], , •f L �I w_ �i ,y -- 1©'i - 1 L,l g4'oo 1 40 of ,o m ,r it m JJ m- — / l u rJ N H N O rI H J0 I0 " IF I 40 Q 1 RE RiD UR I p N Qu ' 40 � •r -4 IAH :o I, 1 n RN Vkk DI UVI15' IS'N - — it L5'-�IL-�]5'" 1101 D 4' DFjpP 1 1 , LEGEND PROP. STORM DRAIN LINE PROP. INLET PROP, MANHOLE PROP, HEADWALL EXIST. STORM DRAIN LINE LIMITS OF PROJECT ?S Mr guns HDWL STORM DRAIN EXHIBIT 'B-1' ROLLING MEADOWS PHASE II e Carter =, Burgss CARTER 6 BURGESS, INC 777 AWN STREET FO0.T WORTM, TX 76g7 (8171 735-6000 PROJECT N0. D13930.010. 1.0360 DGN=q,\Job\ 011930\cIv\ 9301cfa.dgn PAGE 6 OF T ?S Mr guns HDWL STORM DRAIN EXHIBIT 'B-1' ROLLING MEADOWS PHASE II e Carter =, Burgss CARTER 6 BURGESS, INC 777 AWN STREET FO0.T WORTM, TX 76g7 (8171 735-6000 PROJECT N0. D13930.010. 1.0360 DGN=q,\Job\ 011930\cIv\ 9301cfa.dgn PAGE 6 OF T elm — ORASSY DRIVEIf Jy 1 tJ , _-- fir' 1i �_ —tits 1� F M�— ri -r is Is 1 ' 1 ' f, ♦ J y J If If l0 ll all fl N is x I/ 70 x Jf �f JI I L44 vll W _ 0 4- ._ i if Jl S JJ I Jf 1J , 1 n fS� I` IJ I 1 u J I Fit (- - Jf Jf N JJ A JI I I if --- Is —1— I - I n ;,-- If b i ll 1JtZ x x Ox Jo }*foQ 1 -R B - UR _ — b >7 Q 1f •' r— is )1 /x 1, O If 1f If 1. 1J 1l 1 $pj—J/ JO---' 1 �•, Lf J • RN V. LEY Q DIM AL i 10 li —n - _. fy -' 1-7—=I 1�`� ,. Lr�s 0f L7 ItJ-lop LJ11 ), :3lxl.il �7 1— ` ; 1 _._ If 1— .o 1 1 , 1 1 i 1f --1 1-- 13 - -1 1f -� 1 1 1 If , 1 „ r -1 LEGEND PROP. SINGLE STREET LIGHT � EXIST. SINGLE STREET LIGHT Q ON STEEL POLE WITH STREET AND STOP SIGNS ATTACHED) AL PROP. STREET SIGN EXIST. STREET SIGN LIMITS OF PROJECT SCALE' 1" = 300' STREET LIGHTS EXHIBIT 'C' ROLLING MEADOWS PHASE II Carter p Burgess CARTER 8 BURGESS,INC 777 MVN STREET EORT WORTi, TY 761(YI Ian nss000 PROJECT N0. 013930.010. 1.0360 DGN=gl\)ob\ 011930\cly\ 9301cfo.tlpn PAGE T OF 7 PART B — PROPOSAL DEVELOPER AWARDED CONTRACTS This proposal must not be removed from this book of Contract Documents. TO: JLK Land, Ltd. PROPOSAL FOR: Rolling.Meadows Phase II FILE NO. W-1808 X NO. 18385 Includes the furnishing of all materials, except materials specif ed 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: Rolling Meadows Phase II - Pursuant to the foregoing `Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, ;md 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 isnecessary 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 famish 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: ILIr, flu ^.Yl N:\JOB\013930\Spec\013930.0206.doc B-1 UNIT I: PAVING IMPROVMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE TOTAL AMOUNT (Furnish and install, including all appurtenant work, complete m place, the following items) Item Approx.. Unit Item Description Unit Total No. Quantity Measure "D" Item reference Price Amount ment 1. 20,896 S.Y. 6" Lime Stabilized Subgrade, Per Square Yard One Dollars & Forty Five Cents $1.45 $305299.20 2. 313 TON Hydrated Lime (30/S.Y.) Per Ton Ninety Dollars & No Cents $90.00 $281170.00 3. 203241 S.Y. 6" RC Street Pavement with 7" Curb, Per Square Yard Twenty One Dollars & Fifty Cents $21.50 $435AL50 4. 117 S.Y. Asphalt PavementoTransition, Per Square Yard Thirty One Dollars & No Cents $31.00 $3,627.00 5. 17 S:Y. Remove Existing Concrete Pavement, Per Square Yard Ten Dollars & No Cents $10.00 $170.00 6. 127 S.F.. Remove Existing Sidewalk and Ramp, Per Square Foot Two Dollars & No Cents $2.00 $254.00 N:\J061013930\Spec\013930.020B.doc B-2 7. 2 EA End of Road Barricade, Per Each One Thousand Five Hundred Dollars & No Cents $1,500.00 $300.00 8. 4 EA Remove End of Road Barricade, Per Each Two Hundred Fifty Dollars & No Cents $250600 $15000000 9. 4 EA Connect to Existing Pavement, Per Each One Hundred Dollars & No Cents $100000 $400.900 10. 4 EA Type W-4 Pavement Markers Per Each Three Dollars & Fifty Cents $3.50 $14.00 11. 2 EA Type II-CR4 Pavement Markers Per Each Three Dollars & Fifty Cents $3.50 $7.00 12. 216 EA Type Y-4 Pavement Markers Per Each Two Dollars & Seventy Five Cents, $2 75 $594.00 13. 56 EA Type III-AA-4 Pavement Markers Per Each Three Dollars & Twenty Five Cents $3.25 $182.00 N:\JOB\013930\Spec\013930.020B.doc B-3 14. 1 L.S. Tnstallation/Maintenance of Storm Water Management Per Lump Sum Five Hundred Dollars & No Cents $500.00 $500.00 15. 1 L.S. Testing for Lime and Pavement Per Lump Sum Seven Thousand Dollars & No � Cents $7,000.00 $7,000.00 16. 1 L.S. Payment, Performance and Maintenance Bond Per Lump Sum Seven Thousand Six Hundred Fifty Dollars & No Cents $7,650.00 $7,650.00 TOTAL AMOUNT BID PAVING $518,048.70 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. N:\JOB\013930\Spec1013930..0206.doc B-4 PART B - PROPOSAL ("'Ont.) 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 )rganization, 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 �_ calendar days after issue of the work order, and to complete the contract within djO 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.. ;'. �C B. The principal place -of business of our company or our parent company or f majority owner is in the State of Texas. N:\JOB\013930\Spec\013930.0206.doc B4 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. 2 (Initials) Addendum No. 3 (Initials Addendum No. 4 (Initials Respectfully submitted, Title. Da�e R. Gilreath President Address (Seal) Date: 6331 Southwest Blvd N:\JOB\013930\Spec1013930.0206.doc B-5 f PART B —PROPOSAL DEVELOPER AWARDED CONTRACTS This proposal must not be removed from this book of Contract Documents. TO: JLK Land, Ltd. C PROPOSAL FOR: PROJECT NAME: ROLLING MEADOWS PHASE II WATER PROJECT NO. P 164-060164015477 SEWER PROJECT NO. P174-070174013469 FILE N0. W-1808 X NO. 18385 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: ROLLING MEADOWS P E II Pursuant to the foregoing Notice to Bidders', the undersigned Bidder, having thoroughly examined the .Contract Documents, including plans, special contract documents, the. General Contract Documents and General Specifications for Water Department Projects, the General Contract Documents and General specifications for Transportation and Public works Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as .specified to be furnished by the City, which is necessary to fully complete, the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. .Contractor proposes to do the work within the time stated and for the following sums: N:\JOB1013930\Spec1013930.020A.doc LJNIT�I: WATER (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) Item Approx. Unit Measure Item Description Unit Price Total No. Quantity D _Item reference Amount ment _ 1. 5,938 L.F. 8" Water Main DR-14 PVC pipe, Per Linear Foot Twenty One Dollars & Forty Five � Cents $ 21.45 $ 127,370.10 2. 12 EA � 8" Gate Valve &Box, Per Each Seven Hundred Seventy Five Dollars & No Cents $ 775.00 $ 9,300.00 3. - 7 EA Std. Fire Hydrant Assembly, Per Each Two Thousand One Hundred Seventy Dollars & No Cents $ 2,170.00 $ 15,190.00 4. 189 EA 1"Domestic Water Service Per Each • Three Hundred Sixty Dollars & No Cents � $ 360.00 `$ 68,040.00 5. 189 EA Meter Box Per Each One Hundred Twenty Four Dollars & No Cents $ 124.00 $ 23,436.00 6. 2 Tons Cast Iron Fittings Per Each Three Thousand Four Hundred Fifty Dollars & No Cents $ 3,450.00 $ 6,900.00 N:\JOB\013930\Spec\013930.020A.doc B-2 7. 1 EA Tapping Sleeve (21" X 8") Per Each Three Thousand Nine Hundred Thirty Dollars & No Cents $ 3,930.00 $ 3,930.00 8. 5 C.Y. Class "B" Reinforced Concrete Encasement Per Cubic Yard One Hundred Dollars & No Cents $ 100.00 $ 500.00 9. 5 C.Y. -Class "E" Concrete Miscellaneous Placement, Per Cubic Yard Eighty Dollars & - No Cents $ g0.00 $ 400.00 10. 5 C.Y. Crushed Limestone, - Per Cubic Yard Twenty One Dollars & No Cents $ 21.00- $ 105.00 11. 5 C.Y. Ballast Stone, -Per Cubic Yard _ Forty Two Dollars & No Cents $ 42.00 $ 210.00 1.2. 5,938 L.F. Trench Safety - Per Linear Foot One Dollars & Ten Cents $ 1.10 6,531.80 13. 1 L.S. Installation/Maintenance Storm Water Management Per Lump Sum Five Hundred Seventy Five Dollars & No Cents $ 575:00 $ 575.00 TOTAL AMOUNT BID WATER $262,487.90 N:1J06\013930\Spec\013930.020A.doc B-3 UNIT II: SEWER (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) Unit Item Approx. Measure Item Description Unit Price Total No. Quantity "D" Item reference � Amount ment 1. 400 L.F. 8'° Sewer Main SDR-26 w/Cement Stabilized Backfill, Per Linear Foot Thirty Eight Dollars & No Cents $ 38.00 $ 15,200.00 2. 5,135 L.F. 8" Sewer Main SDR-35, Per Linear Foot Eighteen Dollars & Fifty Five Cents $ 18.55 $ 95,254.25 3. 18 EA 4' Diameter Manhole, Per Each � � - Two Thousand Two Hundred Forty Dollars & No Cents $ 2,240.00 $ 40,320.00 4. 2 EA 4' Drop Manhole, Per Each Three Thousand . Nine Hundred Dollars & No Cents $ 3,900.00 $ 7,800.00 5. 1 EA 4' Shallow Manhole, Per Each Two Thousand Seven Hundred Forty Five Dollars & No Cents $ 2,745:00 $ 2,745.00 6. 52 V.F. Extra Depth Manhole, . Per Vertical Foot One Hundred Twenty Seven Dollars & No Cents $ 127.00 $ 6,604.00 N:UOB\0139301Spec\013930.020A.doc B-4 7. 97 EA 4" Sewer Services (SDR-35), Per Each Four Hundred Dollars & No Cents $ 400.00 $ 38,800.00 8. 92 EA 4" Sewer Services (SDR-26), Per Each Four Hundred Thirty Dollars & No Cents $ 430.00 $ 39,560.00 9, 21 E.A. Manhole Vacuum Test, Per Each Eighty Six Dollars & No Cents $ g6.00 $ 1,806.00 10. 5 C.Y. Class "B" Reinforced Concrete Encasement, Per Cubic Yard One Hundred Seventy Two Dollars & No Cents $ 172.00 $ 860.00 11. 5 � C.Y. Class "E" Concrete Miscellaneous Placement, Per Cubic Yard Ei�ty Six � Dollars & No Cents $ g6.00 $ 430.00 12. 5 C.Y. Crushed Limestone, Per Cubic Yard ' Twenty Dollars & _ No Cents , $ 20.00 $ 100.00 13. 5 C.Y. Ballast Stone, Per Cubic Yard Forty Two Dollars & No Cents $ 42.00 $ 210.00 .° �yG�-� ti o N:UOB\013930\Spec\013930.020A.doc B-5 14. 2 EA Remove Cap and Connect to Existing 8" SS, Per Each - Two Hundred Eighty Five Dollars & No -Cents $ 285.00 $ 570.00 15. 5,535 L.F. � Trench Safety, Per Linear Foot One Dollars & Forty Five Cents $ 1.45 8,025.75 16. 1 L.S. Installation/Maintenance Storm Water Management Per Lump Sum Five Hundred Seven Five Dollars & No Cents $ 575.00 $ 575.00 TOTAL AMOUNT BID, SANITARY SEWER $258,860.00 c :I��'t I;st � �`�� ���, n�,��� s � i _ - , � ,I,,.,,,� ,� N:UOB\013930\Spec\013930.020A.doc B-6 UNIT III - OFFSITE SEWER (Famish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) - Item Approx. Unit Item Description Total No. Quantity Measure "D" Item reference � Unit Price Amount went 1. 2,227 L.F. 10" Sewer Main SDR-26 w/Cement Stabilized Backfill, Per Linear Foot Thirty Nine Dollars & No Cents $ 39.00 $ 86,853.00 2. 1,864 L.F. 8" Sewer Main SDR-26 w/Cement Stabilized Backfill, Per Linear Foot Thirty Four Dollars & Ninety Cents $ 34.90 $ 65,053.60 3. 1,338 L.F. 8" Sewer, Per Linear Foot _ Eighteen Dollazs & Fifty Five Cents $ 18.55 $ 24,819.90 4. 14 EA - 4' Manhole, Per Each Two Thousand Two Hundred Sixth Dollazs & No Cents $ 2,260.00 $ 31,640.00 5. 119 EA Extra Depth. Manhole, Per Vertical Foot One Hundred Twenty Five Dollars & No Cents $ 125.00 $ 14,875.00 6. 14 EA Test Manhole Per Vertical Foot " i" J Ei hty SixSix Dollars & �� No Cents $ g6.00 $ 1,204.00 N:WOB\013930\Spec\013930.020A.doc B-7 7_ 110 C.Y. Class "B" Reinforced Concrete Encasement, Per Cubic Yard Thsty One Dollars & No Cents $ 31.00 $ 3,410.00 g: 5,429 L.F. Trench Safety, Per Linear Foot " One Dollars & Ei¢hty Cents $ 1.80 $ 9,772.20 TOTAL AMOUNT OFFSITE SEWER $ 237,627.70 '.� ��� ';,!fit ';.,=Y;S���� � �1 . - �r. �sj � ��1� V�}1.1 N:\J061013930\Spec\013930.020A.doc B-8 UNIT IV: STORM DRAIN (Furnish and install, including all appurtenant work, complete in place, the following items) Item No. Approx. Quantity Unit Measure meat Item Descri tion '„ p D Item reference Unit Price Total Amount 1. 153 L.F. 60" Class III R.C. Pipe Including Trench Excavation and Backfill, Per Linear Foot � One Hundred Fifty Eight Dollars & No Cents $ 158.00 $ 24,174.00 L.F. 54" Class III R.C. Pipe Including Trench Excavation and Backfill, 2, 270 Per Linear Foot One Hundred Thirty Six Dollars & No Cents $ 136.00 $ 36,720.00 L.F. 48" Class III R.C. Pipe Including Trench Excavation and Backfill, Per Linear Foot 3, 179 One Hundred Seven Dollars & Fifty Cents $ 107.50 $ 19,242.50 L.F. 42" Class IlI R.C. Pipe Including Trench Excavation and Backfill 4, 42 Per Linear Foot Eighty Nine Dollars & No Cents $ 89.00 $ 3,738.00 L.F. 39" Class -III R.C. Pipe Including Trench Excavation and Backfill ' Per Linear Foot 5. 382 " Eig_hty Four Dollars & No Cents $ g4.00 $ 32,088.00 N:\JOB\013930\Spec\013930.020A.doc B-9 L.F. 36" Class III R.C. Pipe Including 6. 793 Trench Excavation and Backfill Per Linear Foot. Eight Dollars & _Sixty No Cents $ 68;00 $ 53,924.00 L.F. 30" Class III R.C. Pipe Including �. 280 Trench Excavation and Backfill Per Linear Foot Fifty Three Dollars & No Cents $ 53.00_ $ 14,840.00 L.F. 27" Class III R.C. Pipe Including g. 19 Trench Excavation and Backfill PerLinear Foot Forty Nine Dollars & No -Cents $ 49.00 $ 931.00 9. 108 L.F. 24" Class III RC. Pipe Including Trench Excavation and Backfill Per Linear Foot Forty Three Dollars & No Cents- $ 43.00 $ 4,644.00 L.F. 21" Class III R.C. Pipe Including 10. �l 15 Trench Excavation and Backfill Per Linear Foot Thirty Eight Dollars & No Cents $ 38.00 $ 4,370.00 - L.F. Trench Safety (Storm Drain) - 11. 2,341 Per Linear Foot Two Dollars & Ei�ht� Cents . $ 2 80 $ 6,554.80 Standard Depth 20' Curb Inlet 12. 2 EA Per Each -.., - 'J.°1 !� Five Thousand Dollars & '��'�'��� No Cents $ 5,000.00 $ 10,000.00 N:\J081013930\Spec\013930.020A.doc B-10 13. 4 EA Standard 15' Curb Inlet Per Each Two Thousand Four Hundred Seventy Dollars & No Cents $ 2,470.00 $ 9,880.00 14. � 2 EA Standard 10' Curb Inlet. Per Each Two Thousand Two Hundred Dollars & No Cents $ 2,200.00 $ 4,400.00 15. 1 EA 4' Square Drop Manhole Per Each Two Thousand Two Hundred Fifty Dollars & No Cents $ 2,250.00 $ 2,250.00 16. 2 EA 6' Square Manhole Per Each Two Thousand Five Hundred Seventy Five Dollars & No Cents $ 2,575.00 � $ 5,150.00 17, 4 EA 5' Square Manhole Per Each Two Thousand Three Hundred Seventy Dollars & - No Cents $ 2,370.00 $ 9,480.00 1 g. 2' EA 4' .Square Manhole Per Each Two Thousand One Hundred Fifty Dollars & No Cents $ 2,150.00 $ 4,300.00 N:UOB\013930\Spec1013930.020A.doc B-11 19. 1 EA 60" Type B Headwall Per Each Two Thousand � Four Hundred Seventy Dollars & _ No Cents $ 2,470.00 $ 2,470.00 20. 1 EA 48" Type B Headwall _ Per Each Two Thousand Dollars & No Cents $ 2,000.00 $ 2,000.00 ' 70 S.Y. Rock Rip Rap (36" Deep), 21. Per Square Yard Fifty Nine Dollars & No Cents $ 59:00 $ 4,130.00 22. 336 S.Y. Rock Rip Rap (24" Deep), Per Square Yard Forty Dollars & No Cents $ 40.00 $ 13,440.00 23. 2,254 S.Y. 6" Thick R.C. Channel Lining, Per Square Yard Seventy Four Dollars & No Cents $ 74.00 $ 166,796.00 24. 1 L.S. Installation/Maintenance of Storm Water Management Per Lump Sum One Thousand Seven Hundred Twenty Five Dollars & No Cents $ 1,725.00 $ 1,725.00 TOTAL AMOUNT BID STORM DRAIN $437;247.30 N:UOB\013930\Spec\013930.020A.doc B-12 SUMMARY TOTAL AMOUNT BID WATER TOTAL AMOUNT BID SEWER TOTAL AMOUNT SEWER OFFSITE TOTAL AMOUNT BID STORM DRAIN TOTAL BID $ 262,487.90 $ 258,860.00 $ 237,627.70 $ 437,247.30 $ 1,196,222.90 - -- �I �:. , �- �.,^ �i p I i'��Ii�t� �,���!� 11c �� :7 'i,` `.0 s7f'Fi N:UOB\013930\Spec\013930.020A.doc B-13 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 Gene.tal 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 maybe purchased from the Department of Transportation &Public Works. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within ten 10 calendar days after issue of the work order, and to complete the contract within (_)working days after.beginning 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. 2 (Initials) Addendum No. 3 (Initials) Addendum No. 4 (Initials) ;.,� , 1 �,, :� . .,_ ,.,.::w_ "_^�, N:\JOB\013930\Spec\013930.020A.doc B-14 Respectfully submitted, Gil -Seen Inc �:� Titl l t ESQ C+fs� Address 780 W Mansfield Hwy. Kennedale TX 76060 Telephone: 817-478-1119 (Seal) t h y� Date: i- cX��-J I N:\JOB\013930\Spec\013930.020A.doc B'15 I. STREET LIGHT COST ESTIMATE INTERSECTIONS MID -BLOCK RESIDENTIAL CHANGE OF DIRECTION RESIDENTIAL MID -BLOCK COLLECTOR MID -BLOCK ARTERIAL MID -BLOCK ARTERIAL MEDIAN RELOCATE EXISTING LIGHT QUANTITY UNIT COST 8 EA $ 2, 600 6 EA $ 21600 6 EA $ 21600 0 EA $ 21600 0 EA $ 31000 0 EA $ 3, 000 0 EA $ 1, 650 Subtotal City's Cost Developer's Subtotal 4% Inspection fee Project Total Adjacent Developer's Cost Developer's Cost CFA CODE #2006022 DEVELOPERS COST: $52,000.00 ROLLING MEADOWS, PHASE II March 7, 2006 Fort Worth, Texas TOTAL COST $20,800.00 $15 f 600. 00 $15r600.00 $00,000.00 $001 000 0 00 $00,000.00 $00,000.00 $52,000.00 $00,000.00 $521000400 $00,000.00 $521000600 $000000000 $521000000 0 FI PAGE I OF EXH/BI T "C" II STREET LIGHTS WORK DESCRIPTION: 1. The Developer shall provide for the installation of street lights at the approximate locations shown in exhibit "C", immediately after final acceptance of the street construction, in accordance with engineering plans and specifications approved by the Transportation and Public Works Department, 2. Streetlights on residential and/or collector streets can be installed using overhead or underground conductors with the approval of the director of transportation and Public Works. 3. The City of Fort Worth will install all the street lights that use overhead or underground conductors on residential, and collector streets. The developer agrees to pay the City of Fort Worth the amount shown below prior to the City starting its design efforts, at the option of the developer and at their expense they may purchase the poles, fixtures, and mast arms from the City in order to assure compliance with city material standards 4. Street lights on arterial streets shall be installed with underground conductors 5. The developer agrees to dedicate all easements required for the installation and maintenance of the street lights and to provide for the installation of any electrical transformers required for the proper operations of the street light system 6. The estimated cost of this 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 March 7, 2006 DEVELOPERS COST: ROLLING MEADOWS, CFA CODE #2006022 $52,000.00 PHASE II PAGE ll OF EXHIBIT "C" tn• i 111 "STREET LIGHTS" INTERSCTIONS SLEEPY MEADOW DR & CROSSING MEADOW POINT_ 1 KELLER HASLET RD & SUBSTATION DR 1 PARK VISTA BLVD & FERN VALLEY DR 1 FERN VALLEY DR & RED ROBIN DR 1 FERN VALLEY DR & WINDY MEADOW DR 1 FERN VALLEY DR & SUBSTATION DR 1 WINDY MEADOW DR & RED ROBIN DR 1 RED ROBIN DR & RED ROBIN CT 1 MID BLOCK WINDY MEADOW DR 3 RED ROBIN CT 1 SUBSTATION DR 2 CHANGE OF DIRECTIONS SLEEPY MEADOW DR 2 WINDY MEADOW DR 1 RED ROBIN DR 2 RED ROBIN CT 1 ROLLING MEADOWS, PHASE II PAGE III OF EXHIBIT "C" All A it 2 3 IV STREET NAME SIGNS 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. The Developer will pay for the street name sign installations required for this development to the extent of $245.00 per intersection. This unit cost will be revised annually by the Department of Transportation and Public Works to reflect prevailing costs of materials and labor. This development creates the following eight (8) intersections at a cost to the Developer of $1,960,00: Grassy Glen Dr &Sleepy Meadow Dr (Unnamed street) & Sleepy Meadow Dr Windy Meadow Dr & Red Robin Dr Windy Meadow Dr &Fern Valley Dr Red Robin Dr & Red Robin Ct Red Robin Dr & Fern Valley Dr Fern Valley Dr & (Unnamed street) Fern Valley Dr & Park Vista Blvd Rolling Meadows, Phase II CFA code: 2006022 March 7, 2006