The URL can be used to link to this page

Home My WebLink AboutContract 42986 (2)CITY SECRETARY CONTRACT NO. u.an tc.1), COMPLETION AGREEMENT This Completion Agreement ("Agreement"), is made and entered into by and between the City of Fort Worth, ("City") and SK Highland Meadows, L.P, authorized to do business in Texas, ("Developer") effective as of the last date executed by a Party hereto. The City and the Developer may collectively be called the "Parties". WITNESSETH: WHEREAS, the Developer owns that certain tract of real property that contains approximately 75.732 acres of land located in the City, the legal description of which tract of real property is marked Exhibit "A" — Legal Description, attached hereto and incorporated herein for all purposes, ("Property"); and WHEREAS, the Developer intends to develop the Property as an addition to the City through plat FP-O 1 1-046 as approved by the City on or before the date of this Agreement ("Plat"); and WHEREAS, the Developer and the City have entered into a Community Facilities Agreement (CFA) # 2011-059; relating to the development, Shire Meadow & Hillshire Dr. Northside Service Center, for Water, Sewer, Paving and Storm Drain ("Improvements"); and WHEREAS, the City has required certain assurances that the Developer will cause to be constructed to City standards the Improvements pursuant to the Community Facilities Agreement; and WHEREAS, the Parties desire to set forth the terms and conditions of such accommodations as are described above. NOW, THEREFORE, for and in consideration of the mutual covenants and agreements hereinafter set forth, it is hereby agreed by and between City and Developer as follows: 1. Recitals. The foregoing recitals are true, correct and complete and constitute the basis for this Agreement and they are incorporated into this Agreement for all purposes. OFFICIAL RECORD CITY SECRETARY 0 3-1 — ; 2 D :) • FTe WORTH, TX 2. The Completion Amount The City and the Developer agree that the Hard Costs (as shown on Exhibit "B") required to complete the Community Facilities in the aggregate should not exceed the sum of One Million Forty Thousand Four Hundred Ninety Six Dollars and No Cents ($1,040,496.00), hereinafter called the "Completion Amount". Notwithstanding the foregoing, it is acknowledged that the actual costs of completion of the Community Facilities may vary as a result of change orders agreed to by the Parties, but such variances for the purposes of this Agreement shall not affect the Completion Amount as used herein. City hereby waives the requirement for developer to deposit a financial guarantee of 100% of the Hard Costs under the CFA Policy. 3. Completion by the Developer. The Developer agrees to complete the Community Facilities and pay all Hard Costs in accordance with City standards, the CFA, the Plat, and the Plans as approved by the City. For the purposes of this Agreement, the development of the Property shall be deemed complete upon acceptance by the City of the Community Facilities pursuant to Section 6, hereof. 4. Satisfaction of the City Reauirements. The City agrees that the assurances and covenants contained in this Agreement satisfy all requirements of the City with respect to Developer's Financial Guarantee, as described in the CFA Policy, or other requirements for security in connection with the development of the Property and the completion of the Community Facilities that are contained in the CFA or in any other agreement relating thereto, and the City hereby accepts the assurances and covenants contained herein in lieu thereof. To the extent the CFA irreconcilably conflicts with this Agreement, the provisions of this Agreement shall control. COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 2 of 9 5. Termination. This Agreement shall terminate upon the earlier to occur of the following• (a) acceptance by the City of the Community Facilities; or (b) mutual written agreement of the P arties. 6. Final Plat. The Parties acknowledge and agree that the City shall h old the final plat of the Property until the Community Facilities are completed and accepted by the City and all Hard Costs contractors have been paid, less retainage. Upon acceptance by the City and receipt of evidence from the Developer showing that all Hard Costs contractors have been paid, including but not necessarily limited to lien waivers and bills paid affidavits, the City shall within a reasonable time file the final plat for the P roperty in the Plat Records of the county where the Property is located. The purpose of the City retaining the final plat of the P roperty as provided herein is to guarantee the Developer's obligations under the CFA are completed. 7. Construction Contracts. Developer agrees to include in each Construction contract that it enters into for the completion of the Community Facilities the following• A. A statement that the City is not holding any security to guarantee any payment for work performed on the Community Facilities; B. A statement that the Property is private property and that same may be subject to mechanic's and materialman's liens; C. A requirement that each contractor contracting with the Developer release the City from any claim that is related to the Property; and D. A requirement that each contractor contracting with the Developer include in each subcontract the statements contained in (a), (b) and (c) above. 8. Miscellaneous. COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 3 of 9 A. Non -Assignment of Agreement. This Agreement may not be assigned by any of the Parties without the prior written consent of all the other Parties. B Notice. Any notice required or permitted to be delivered under this Agreement shall be deemed received on actual receipt by the appropriate party at the following addresses: (i) Notice to the City shall be addressed and delivered as follows: and/or City of Fort Worth Planning & Development Department 1000 Throckmorton Street Fort Worth, Texas 76102 Attention: CFA Division David Schroeder, Development Manager Email: David.Schroeder(ai'fortworthgov.org Confirmation Number: 817-392-2239 Attention: CFA Division Jana Knight, Administrative Assistant Email: Jana.Knightc fortworthgov.ora Confirmation Number: 817-392-2025 With a copy thereof addressed and delivered as follows: City of Fort Worth 1000 Throckmorton Street Fort Worth, Texas 76102 Attention: Douglas W. Black Assistant City Attorney Telecopy Number: 817-392-8359 Confirmation Number: 817-392-7600 COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 4 of 9 (ii) Notice to the Developer shall be addressed and delivered as follows: SK Highland Meadows, LP Attn. Kim Gill 314 Main Street, Ste. 202 Fort Worth, TX 76102 A party may change its address for notice upon prior written notice to the other parties pursuant to the terms hereof. C. Texas Law to Apply. This Agreement shall be construed under and in accordance with the laws of the State of Texas. D. Parties Bound This Agreement shall be binding upon and inure to the benefit of the Parties and their respective legal representatives, successors and assigns. E Legal Construction In case any one or more of the provisions contained in this Agreement shall for any reason is held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision of this Agreement, and this Agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in this Agreement. F. Prior Agreements Superseded. This Agreement constitutes the sole and only agreement of the Parties with respect to the subject matter hereof and supersedes any prior understandings or written or oral agreements among the Parties concerning the subject matter hereof. G. Amendment. This Agreement may only be amended by a written instrument executed by all of the Parties to this Agreement. H. Headings. The headings that are used in this Agreement are used for reference and convenience purposes only and do not constitute substantive matters to be considered in construing the terms and provisions of this Agreement. COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 5 of 9 Executed IN QUADRUPLET by the Parties hereto: DEVELOPER: SK Highland Meadows, L.P. By its General Partner 5409 Mirimar, LLC Kim Gill Director Approved as toForm & Legality: Douglas W. B1 Assistant City Attorney 4,4 A4 es C lJ ATTEST: S4ai'yJ. K City Secretafy M&c: Date: ___ COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 6 of 9 •4f Ott istgt, ►` 1�7r �ogoaoo0UO �a � 4 Fj�4 0,�� 1C4 0 o PI too �® - 0000 kXAS104:19' Atv Li) , Fernando Costa Assistant City Manager db a er's Office: OFFICIAL RECORD CITY SECRETARY FT. !NORTH, TX EXHIBIT A - EXHIBIT B - COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 7 of 9 LIST OF EXHIBITS LEGAL DESCRIPTION APPROVED BUDGET EXHIBIT A LEGAL DESCRIPTION COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 8 of 9 PROPERTY DESCRIPTION Being a 75.732 acre tract of land situated in the Henry Robertson Survey, Abstract No. 1259, Tarrant County, Texas, and being all of that certain tract of land described in deed to SK Highland Meadows L.P. recorded in County Clerks File Number D204330342, Deed Records, Tarrant County Texas. The bearings for this survey are based on the bearings as they appear in County Clerks File Number 204330342, Deed Records, Tarrant County, Texas. Said 75.732 acre tract of land being described by metes and bounds as follows: Commencing at a 5/8" iron rod with plastic cap found at the southeast corner of that certain tract of land described as Tract 1 in deed to Alder Wood LP, recorded in County Clerks File Number D204330346, Deed Records, Tarrant County, Texas, also being at the intersection of the west right-of-way line of F.M. Highway No. 156 and the north right-of-way line of Hicks Road Thence North 89°43'54" West, departing the west right-of-way line of F.M. Highway No. 156, along the south line of said Alder Wood LP, tract and the north right-of-way line of Hicks Road, a distance of 1769.23 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found at the southwest corner of the said Tract 1, same being the most southerly southeast corner of the said SK Highland Meadows L P tract, for the POINT OF BEGINNING; Thence North 89°43'54" West, along the south line of said SK Highland Meadows tract and the north right-of-way line of Hicks Road, a distance of 60 00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found at the southeast corner of that certain tract of land described as Tract 2 in deed to Alder Wood LP recorded in County Clerks File Number D204330346, Deed Records, Tarrant County, Texas* Thence departing the north right-of-way line of Hicks Road and the south line of said SK Highland Meadows tract and continuing along the common line of the said Tract 2 and the said SK Highland Meadows tracts the following courses and distances: North 0°00'00' East, a distance of 424.28 Feet to 1/2" iron rod with plastic cap stamp 'RPLS 4818' found for the beginning of a tangent curve, concave to the west, having a radius of 270.00 Feet, a central angle of 28°19'50', and a chord of 132.15 Feet bearing North 14°09 55" West; Northerly along said curve, a distance of 133.50 Feet to 1/2" iron rod with plastic cap stamp "RPLS 4818" found; North 28°19'50" West, a distance of 124.66 Feet to 1/2" iron rod with plastic cap stamp "RPLS 4818" found for the beginning of a tangent curve, concave to the east, having a radius of 330.00 Feet, a central angle of 28°40'08", and a chord of 163.40 Feet bearing North 13°59'46" West, Northwesterly along said curve, a distance of 165.12 Feet to 1/2" iron rod with plastic cap stamp "RPLS 4818 ' found; North 0°20'18' East, a distance of 171.53 Feet to 1/2" iron rod with plastic cap stamp 'RPLS 4818" found• South 86°53'38" West, a distance of 537.33 Feet to 1/2" iron rod with plastic cap stamp "RPLS 4818" found, South 46°07'06" West, a distance of 444.73 Feet to 1/2" iron rod with plastic cap stamp "RPLS 4818" found; South 3°21'50" West,a distance of 185.14 Feet to 1/2" iron rod with plastic cap stamp "RPLS 4818' found at the southwest corner of the said Tract 2 on the easterly right-of- way line of U.S. Highway 287, for the beginning of a non -tangent curve, concave to the southwest, having a radius of 11659 16 Feet, a central angle of 4°07 33", and a chord of 839.40 Feet bearing North 45°19'39" West; Thence northwesterly along the arc of said non -tangent curve, and along the easterly right-of-way line of U.S. Highway 287, a distance of 839.58 Feet to a highway monument found, Thence North 47°22'43" West, continuing along the easterly right-of-way line of U.S. Highway 287, a distance of 346.32 Feet to a highway monument found at the westernmost southwest corner of said SK Highland Meadows LP tract, also being at the intersection of the easterly right- of-way line of U.S Highway 287 and the east right-of-way line of G.C. & S.F. Rail Road; Thence North 1°42'43" East departing the easterly right-of-way line of U.S. Highway 287, along the west line of said SK Highland Meadows LP tract and the east right-of-way line of G.C. & S.F. Rail Road, a distance of 765 03 Feet to a 5/8" iron rod with plastic cap found at the westernmost northwest corner of said SK Highland Meadows tract; Thence departing the east right-of-way line of G C. & S.F. Rail Road and the west line of said SK Highland Meadows tract and continuing along the north and east lines of the said SK Highland Meadows tract the following courses and distances: South 89°52'37" East, a distance of 450.12 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818 ' found North 1 °43 02" East, a distance of 454.60 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 89°50'34" East, a distance of 1407.09 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818 ' found; South 0°20 18" West, a distance of 453.97 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 89°51'39" East, a distance of 420.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818' found South 0°20 18" West, a distance of 683.85 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found, North 89°51'06" West, a distance of 420.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 0°20'18" West, a distance of 310.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found, a 5/8" iron rod with plastic cap bears South 24°21'14" West, a distance of 0.66 Feet; South 89°51'06" East, a distance of 450.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818 ' found North 0°20'18" East, a distance of 155.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 89°51'06" East, a distance of 1149.99 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818' found, a 5/8" iron rod with plastic cap bears South 4°03'08" East, a distance of 0.56 Feet; South 0°08'54" West, a distance of 20.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found, a 5/8" iron rod with plastic cap bears South 0°51 05 ' West a distance of 0.64 Feet; South 89°51'06" East, a distance of 200.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818' found in the west right-of-way line of F.M. Highway 156, a 5/8' iron rod with plastic cap bears South 3°44'17" West, a distance of 0.72 Feet; Thence South 0°20'10" West, along the west right-of-way line of F.M. Highway 156, a distance of 60.00 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818' found at the northeast corner of the said Tract 1; Thence departing the west right-of-way line of F M. Highway 156 and continuing along the common line of the said SK Highland Meadows LP tract and the said Tract 1, the following courses and distances: North 89°51'06" West, a distance of 199.80 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the beginning of a tangent curve, concave to the north having a radius of 1230.00 Feet, a central angle of 7°24'07', and a chord of 158.79 Feet bearing North 86°09'02" West; Westerly along said curve, a distance of 158.90 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the beginning of a reverse curve, concave to the south having a radius of 1170.00 Feet, a central angle of 7°24'07", and a chord of 151.05 Feet bearing South 86°09'02" East; Westerly along said curve, a distance of 151.15 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; North 89°51'06" West, a distance of 292.25 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the beginning of a tangent curve, concave to the south, having a radius of 570.00 Feet, a central angle of 31 °31'42", and a chord of 309.71 Feet bearing South 74°23'03" West; Westerly along said curve, a distance of 313.66 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the beginning of a reverse curve, concave to the north having a radius of 480 00 Feet a central angle of 31 °31'42", and a chord of 260.81 Feet bearing South 74°23'03 ' West; Southwesterly along said curve, a distance of 264.13 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; North 89°51'06" West, a distance of 450.20 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 86°53'38" West, a distance of 105.18 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 0°20'18" West, a distance of 175.14 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the beginning of a tangent curve, concave to the east, having a radius of 270.00 Feet, a central angle of 28°40'08", and a chord of 133 69 Feet bearing South 13°59'46" East; Southerly along said curve, a distance of 135.10 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 28°19'50" East, a distance of 124.66 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the beginning of a tangent curve, concave to the west having a radius of 330.00 Feet, a central angle of 28° 19'50", and a chord of 161 52 Feet bearing South 14°09'55" East; Southeasterly along said curve, a distance of 163.17 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found; South 0°00'00" West, a distance of 424.56 Feet to the POINT OF BEGINNING and containing a computed area of 75.732 Acres, more or less. EXHIBIT B COST LIST Section I Water $113,342.50 Sewer $257,817.55 Sub -total Section II Interior Streets Storm Drains Sub -total Section III N/A Street Lights Sub -total Section IV N/A Street Signs $317,160.05 $595,444.95 $ 73,891.00 $669,335.95 $0 $0 $0 TOTAL $1,040,496.00 COMPLETION AGREEMENT SELF FUNDED Revised January 2012 Page 9 of 9 BLUE MOUND COUNTRY - /, SCALE: 1 "=2000' I 1 (_ \ / HICKS \ `� 8 ---� 1 CL \ 1 \ / LOCATION MAP "SHIRE MEADOW AND HILLSHIRE DRIVE" WELCH ENGINEERING, INC. CONSUL T/NG ENG/NEERS WHITE (1561 BAYNE z 5 PROJECT LOCATIOK BONDS RANCH do w z • D.0 E NO: 6780 WATER NO: P265-6071501842-00 SANITARY SEWER NO: P275-7071301842-00 STREET/STORM DRAIN NO: W-2207 J J rim PROP 12"W PROP 8"W "SHIRE HILLSHIRE DRIVE PROP 12"W PROP 8"W BONDS.- RANCH. R"O=AD HILLSHIRE DRIVE _- HI 100% DEVELOPER'S COST 12" WATER LINES FIRE HYDRANTS, GATE VALVES AND ASSOCIATED APPURTENANCES EXHIBIT "A" WATER IMPROVEMENTS MEADOW AND HILLSHIRE DRIVE" WELCH ENGINEERING, I NC CONSUL T/NG ENG/NEERS co 1 to 'I '• crE H O I 0 • 0 11 I i SCALE: 1 "=300' D.0 E NO: 6780 WATER NO: P265-6071501842-00 SANITARY SEWER NO: P275-7071301842-00 STREET/STORM DRAIN NO: W-2207 j • ii 1-;1 1 1 1 1 1 1 JI y<EX MANHOLE EX 15"SS`''! EX 10"SS "\y \ 100% DEVELOPER'S COST 15 SANITARY SEWER LINES AND ASSOCIATED APPURTENANCES EXHIBIT "A-1 " SANITARY SEWER IMPROVEMENTS "SHIRE MEADOW AND HILLSHIRE DRIVE" SCALE: 1 "=300' D.0 E NO: 6780 WATER NO: P265-6071501842-00 SANITARY SEWER N0: P275-7071301842-00 STREET/STORM DRAIN NO: W-2207 WELCH ENGINEERING, I NC. CONSUL TING ENGINEERS SH T 1 OF 1 CONCRETE SIDEWALK . �V �� i ml �I .41� •�.� 4'co co ,♦HILLSHIRE DRIVE .:#. A. (60' RIGHT-OF-WAY)TYPE A" ADA RAMPS 4-TYPE "A" ADA RAMPS 4' CONCRETE SIDEWALK TYPE "A" ADA RAMPS 4' CONCRETE SIDEWALK BONDS_RANCH_ROAD- (R GHT-OF-WAY VARIES) 100% DEVELOPER'S COST 8" PAVEMENT W/ 6' CROWN ON 7" LIME SUBGRADE / , ADA RAMP 4' WIDE CONCRETE SIDEWALK EXHIBIT "B" PAVING IMPROVEMENTS "SHIRE MEADOW AND HILLSHIRE DRIVE" u-) 1 fl iE SCALE: 1 "=300' D.0 E NO: 6780 WATER NO: P 265— 6071501842 — 00 SANITARY SEWER NO: P275-7071301842-00 STREET/STORM DRAIN NO: W-2207 WELCH ENGINEERING, I NC CONSUL T/NG ENG/NEERS J 36" HEADWALL PER DETAIL (5-SO 13A) z1"RCP; HILLSHIRE DRIVE 20' I 20' SO. "Y" INLET 36"RCP 36"RCP 24"RcP BO.NDS_. RANCH ROAD _ 10' OR 20' INLET- 21"RCP '3' S0. "Y" INLET 70 33"RCP 241RCP HILLSHIRE DRIVE 10' 36" HEADWALL 21"RCP PER DETAIL (S-SD 13A 100% DEVELOPER'S COST STORM SEWER AND INLET AND ASSOCIATED APPURTENANCES EXHIBIT "B-1 " STORM DRAIN IMPROVEMENTS "SHIRE MEADOW AND HILLSHIRE DRIVE" MOUND ROAD SCALE: 1 "=300' D.O E NO: 6780 WATER NO: P265-6071501842-00 SANITARY SEWER NO: P275-7071301842-00 STREET/STORM DRAIN NO: W-2207 WELCH ENGINEERING, I NC CONSUL T/NG ENG/NEERS HILLSHIRE DRIVE _BONDS R TC1>rRoAD- HILLSHIRE DRIVE --n� PROPOSED STREET LIGHT (100% CITY'S COST) PROPOSED STREET SIGN (100% CITY'S COST) STREET LIGHTS AND STREET SIGNS TO BE INSTALLED BY CITY FORCES. EXHIBIT "C" STREET LIGHTS "SHIRE MEADOW AND HILLSHIRE DRIVE" 1-14 .076711 1 SCALE: 1 "=300' D.0 E NO: 6780 WATER NO: P265-6071501842-00 SANITARY SEWER NO: P275-7071301842-00 STREET/STORM DRAIN NO: W-2207 WELCH ENGINEERING, I NC. CONSUL TING ENG/NEERS i SHIRE MEADOW DRIVE AND HILLSHIRE DRIVE (for NORTH SIDE SERVICE CENTER) Sewer Project No.: P275-7071301842-00 Water Project No.: P265-6071501842-00 DOE: 6780, File: W-2207, X-21768, City Project: 01842 PAY BID APPROX. ITEM ITEM NO. QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS Furnish and Install complete in place, including all appurtenant work, the following items• 1. 1,543 LF *Pipe — Sewer —15 Inch — SDR26 Install, per linear feet One Hundred Forty No Dollars Cents 2. BID 00350 100 LF *Pipe — Sewer — 8 Inch — SDR26 ' Install, per linear feet Ninety Three Dollars Fifty Cents 3. BID 00213 5 EA Manhole - Std 4' Dia. - (to 6' Depth) — Install, per each Twenty -Eight Hundred No Dollars Cents 4. BID 00214 33 VF Manhole - Std 4' Dia. - Added Depth (Over 6' Depth) — Install, per vertical foot One Hundred Ten No Dollars Cents 5. BID 00217 5 EA Manhole- Vacuum Test Install, per each Two Hundred No Dollars Cents 6. BID 00201 1,543 LF Inspection - Post Construction Cleaning & TV Study, per linear foot Two Dollars No Cents UNIT PRICE AMOUNT BID $140.00 $216,020.00 $93.50 $9,350.00 $3,225.00 $16,125.00 $110.00 $3,630.00 $200.00 $1,000.00 $2.00 $3,086.00 Proposal B-2 SHIRE MEADOW DRIVE AND HILLSHIRE DRIVE (for NORTH SIDE SERVICE CENTER) Sewer Project No.: P275-7071301842-00 Water Project No.: P265-6071501842-00 DOE: 6780, File: W-2207, X-21768, City Project: 01842 PAY BID APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM NO. QUANTITY PRICES WRITTEN IN WORDS PRICE Furnish and Install complete in place, including all appurtenant work, the following items: 7. 1 EA Connection to Existing , per each One Thousand Five Hundred No Dollars Cents 8. BID 00372 1,643 LF Trench Safety System (5' Depth) and greater Install, per lmear foot 9. BID 00837 10. BID 00839 One Dollars Fifty Cents 5 CY Concrete -Type B Install, per cubic yard Eighty Dollars No Cents 5 CY Concrete -Type E — Install, per cubic yard Eighty -Five Dollars No Cents 11. BID 00326 5 CY Crushed Limestone ,., Install, per cubic yard Twentv Dollars No Cents 12. BID 00840 5 CY Ballast Stone Install, per cubic yard Twenty -Five Dollars No Cents AMOUNT BID $1,500.00 $ 1,500.00 $1.50 $ 2,464.50 $80.00 $ 400.00 $85.00 $425.00 $20.00 $100.00 $25.00 $125.00 Proposal B-3 SHIRE MEADOW DRIVE AND HILLSHIRE DRIVE (for NORTH SIDE SERVICE CENTER) Sewer Project No.: P275-7071301842-00 Water Project No.: P265-6071501842-00 DOE: 6780, File: W-2207, X-21768, City Project: 01842 PAY BID APPROX. DESCRIPTION OF ITEMS WITH BID ITEM ITEM NO. QUANTITY PRICES WRITTEN IN WORDS Furnish and Install complete in place, including all appurtenant work, the following items: 13. 5 EA Concrete Manhole Collars ,., Install, per each Four Hundred Dollars No Cents 14. 1 EA 15 — Inch Sewer Plug Install, per each One Hundred Sixty -Five No Dollars Cents 15. 5 EA 8 — Inch Sewer Plug ,., Install, per each Twenty— Five Dollars No Cents 16. BID 00068 5 EA Clay Dams — Install, per each 17. BID 00100 Twenty Dollars No Cents 1 LS Storm Water Pollution Prevention Maintenance - Service- linear sum Twelve Hundred Dollars No Cents UNIT PRICE AMOUNT BID $400.00 $2,000.00 $165.00 $165.00 $25.00 $125.00 $20.00 $100.00 $1,200.00 $1,200.00 Total Amount $ 257,817.55 Proposal B-4 PAY ITEM WATER 1. 2. 3. 4. 5. 6. 7. 8. APPROXIMATE QUANTITY DESCRIPTION OF ITEMS WITH BID UNIT PRICES WRITTEN IN WORDS VALUE 1,386 LF 12-inch PVC water pipe, DR-14 Class 200, complete and in -place Thirty Four Dollars & TOTAL VALUE and Fifty Cents per LF $ 34.50 $ 47,817.00 137 LF 8-inch PVC water pipe, DR-14 Class 200, complete and in -place Twenty Seven Dollars & and No Cents per LF $ 27.00 $ 3,699.00 65 LF 12' Bore with 21" Steel Casing, complete and in -place Two Hundred Fifty Dollars & and No Cents per LF $ 250.00 $ 16,250.00 3 EA 12-inch resilient seat gate valve, w/box, extension stem (Figure 3 Part E of General Specs), complete and in -place Twenty One Hundred Dollars & and No Cents per EA $ 2,100.00 $ 6,300.00 3 EA 8-inch resilient seat gate valve, w/box, extension stem (Figure 3, Part E of General Specs), complete and in -place Eleven Hundred Twenty Five Dollars & and No Cents per EA $ 1,125.00 $ 3,375.00 3 EA 6-inch resilient seat gate valve, w/box, extension stem (Figure 3, Part E of General Specs), complete and in -place Eight Hundred Dollars & and No Cents per EA $ 800.00 $ 2,400.00 1 EA 36" x 12" Tapping Sleeve and Valve Connection to existing water line, complete and in -place Eighty Seven Hundred Fifty Dollars & and No Cents per EA $ 8,750.00 $ 8,750.00 EA 12-inch Plug, complete and in -place One Hundred Five Dollars & and No Cents per EA $ 105.00 $ 105.00 PAY ITEM 9. 10. 11. 12. 13. 14. 15. 16. WATER TOTAL APPROXIMATE QUANTITY 1 EA 3 EA 1 LS 5 CY CY 1,523 LF LS 1 LS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS 8-inch Plug, complete and in -place Sixty Dollars & and No Cents per EA $ Fire Hydrant Assembly included hydrant with (3'-6' bury), 6" lead pipe, line valve and box, fittings, and blocking complete and in -place. Twenty Nine Hundred and No Dollars & Cents per EA $ Cast Iron Fittings and blocking, furnish and installed and complete and in -place Twelve Thousand Nine Hundred Dollars & and No Cents per LS Crushed limestone for miscellaneous placement as directed by Engineer/City Inspector Twenty Dollars & and No Cents per CY $ Ballast Stone miscellaneous placement as directed by Engineer/City Inspector Twenty Five Dollars & and No Trench safety system Cents per CY $ No Dollars & and Fifty Cents per LF $ Chlorinate and Pressure Test One Thousand Dollars & and No Cents per LS $ Storm Water Management per City of Ft. Worth criteria One Thousand Dollars & and No Cents per LS $ UNIT VALUE 60.00 $ 2,900.00 $ $ 12,900.00 $ 20.00 $ 25.00 $ 0.50 $ 1,000.00 $ TOTAL VALUE 60.00 8,700.00 12,900.00 100.00 125.00 761.50 1,000.00 1,000.00 $ 1,000.00 $ 113,342.50 NOTE THAT THIS SCHEDULE OF VALUES MUST EQUAL AMOUNT BID. PAY APPROXIMATE ITEM QUANTITY STORM DRAINAGE 1. 63 LF DESCRIPTION OF ITEMS WITH BID UNIT TOTAL PRICES WRITTEN IN WORDS VALUE VALUE 21" RCP -Class III storm sewer pipe, complete in place Forty -Seven Dollars & and No Cents per LF $ 47.00 $ 2,961.00 2. 138 LF 24' RCP -Class III storm sewer pipe, complete in place Sixty -Four Dollars & and No Cents per LF $ 64.00 $ 8,832.00 3. 81 LF 33' RCP -Class III storm sewer pipe, complete in place Seventy -Nine Dollars & and Fifty Cents per LF $ 79.50 $ 6,439.50 4. 135 LF 36' RCP -Class III storm sewer pipe, complete in place Eighty -Eight Dollars & and No Cents per LF $ 88.00 $ 11,880.00 5. 2 EA 15 - foot concrete inlets, complete in place Thirty Two Hundred Dollars & and No Cents per EA $ 3,200.00 $ 6,400.00 6. 2 EA 20 - foot concrete inlets, complete in place Forty One Hundred Dollars & and No Cents per EA $ 4,100.00 $ 8,200.00 7. 2 EA 24' 6:1 S.ET Headwalls, complete in place Seventeen Hundred Fifty Dollars & and No Cents per EA $ 1,750.00 $ 3,500.00 8. 1 EA 3' x 3 Type "Y" Inlet, complete in place Twenty Two Hundred Dollars & and No Cents per EA $ 2,200.00 $ 2,200.00 9. 1 EA 4' x 4 Type "Y" Inlet, complete in place Twenty Four Hundred Dollars & and No Cents per EA $ 2,400.00 $ 2,400.00 PAY 1 APPROXIMATE 1 DESCRIPTION OF ITEMS WITH BID ITEM QUANTITY PRICES WRITTEN IN WORDS 10. 1 EA 5 x 5' Storm Sewer Manhole, complete in place 11. Thirtv-Six Hundred Fifty Dollars & 1 UNIT VALUE 1 TOTAL VALUE and No Cents per EA $ 3,650.00 $ 3,650.00 1 LS Remove Existing Culvert (FM 156), complete in place Four Hundred Dollars & and No Cents per LS $ 400.00 $ 400.00 12. 36 SY Remove and Replace Gravel Base Material, complete in place Ten Dollars & and No Cents per SY $ 10.00 $ 360.00 13. 1,070 LF Grade to drain drainage ditches, complete in place Six Dollars & and No Cents per LF $ 14. 1 EA 36' SD-13A Headwall, complete in place Two Thousand Fifty Dollars & and No 6.00 $ 6,420.00 Cents per EA $ 2,050.00 $ 2,050.00 15. 1 EA 33' SD-13A Headwall, complete in place Eighteen Hundred Fifty Dollars & and No Cents per EA $ 1,850.00 $ 1,850.00 16. 87 SY Dry Rock Rip -Rap, complete in place Sixty and No 17. 417 LF Trench Safety (>5-ft. depth) No and Fifty Dollars & Cents per SY $ Dollars & Cents per LF $ 18. 1 LS Storm Water Management per City of Ft. Worth criteria STORM DRAINAGE TOTAL 60.00 $ 5,220.00 0.50 $ 208.50 One Thousand Dollars & and No Cents per LS $ 1,000.00 $ 1,000.00 $ 73,891.00 PAY ITEM APPROXIMATE QUANTITY STREET PAVING DESCRIPTION OF ITEM WITH BID PRICES WRITTEN IN WORDS 1. 14,385 SY 8-inch reinforced concrete pavement (3,600 psi) w/#3 bars @ 24" O.C.B.W. w/ 7" integral curb, w/silicone joint sealant compound include material testing, including utility adjustment and completed in -place. Twenty Nine Dollars & and Eight -Seven UNIT VALUE i TOTAL VALUE Cents per SY $ 29.87 $ 429,679.95 2. 15,320 SY 7-inch stabilized lime subgrade complete and in -place. Two Dollars & and Ten Cents per SY $ 2.10 $ 32,172.00 3. 230 TN Hydrated lime for lime treatment of subgrade, complete and in -place (32 lbs/sy),. One Hundred Thirty Seven Dollars & and No Cents per TN $ 137.00 $ 31,510.00 4. 27 SY 8-inch Asphalt Transition onto FM 156, complete and in -place. Fifty Dollars & and No Cents per SY $ 50.00 $ 1,350.00 5. 82 LF Street Barricades, completed in -place. Thirty Dollars & and No Cents per LF $ 30.00 $ 2,460.00 6. 82 LF Street Header, completed in -place. Six Dollars & and No Cents per LF $ 6.00 $ 492.00 220 LF Sawcut, Breakout Grove, completed in - place. Five Dollars & and No Cents per LF $ 5.00 $ 1,100.00 PAY ITEM APPROXIMATE QUANTITY STREET PAVING DESCRIPTION OF ITEM WITH BID PRICES WRITTEN IN WORDS 1. 14,385 SY 8-inch reinforced concrete pavement (3,600 psi) w/#3 bars @ 24" OCBW w/ 7" integral curb, w/silicone joint sealant compound include material testing, including utility adjustment and completed in -place. Twenty Nine Dollars & and Eight -Seven UNIT VALUE TOTAL VALUE Cents per SY $ 29.87 $ 429,679.95 2. 15,320 SY 7-inch stabilized lime subgrade complete and in -place. Two Dollars & and Ten Cents per SY $ 2.10 $ 32,172.00 3. 230 TN Hydrated lime for lime treatment of subgrade, complete and in -place (32 lbs/sy),. One Hundred Thirty Seven Dollars & and No Cents per TN $ 137.00 $ 31,510.00 4. 27 SY 8-inch Asphalt Transition onto FM 156, complete and in -place. Fifty Dollars & and No Cents per SY $ 50.00 $ 1,350.00 5. 82 LF Street Barricades, completed in -place. Thirty Dollars & and No Cents per LF $ 30.00 $ 2,460.00 6. 82 LF Street Header, completed in -place. Six Dollars & and No Cents per LF $ 6.00 $ 492.00 7. 220 LF Sawcut, Breakout Grove, completed in - place. Five Dollars & and No Cents per LF $ 5.00 $ 1,100.00 PAY ITEM 8. 9. APPROXIMATE QUANTITY 1 LS 8 EA 10. 23,748 SF 11. 12. 4 EA STREET PAVING TOTAL DESCRIPTION OF ITEM WITH BID PRICES WRITTEN IN WORDS Traffic Control (FM 156 and Blue Mound Road, completed in -place. Fifteen Hundred Dollars & and No Cents per LS $ Barrier Free Ramps, completed in -place. Nine Hundred Dollars & and No Cents per EA $ 4-Foot Wide Sidewalk, completed in -place. Three and Twenty Five Stop Signs, completed in -place. Five Hundred and No 2-year Maintenance Bond Eighty Eight Hundred and No Dollars & Cents per SF $ Dollars & Cents per EA $ Dollars & Cents per LS $ UNIT VALUE 1,500.00 $ 900.00 $ 3.25 500.00 $ 8,800.00 $ TOTAL I VALUE 1,500.00 7,200.00 77,181.00 2,000.00 8,800.00 595,444.95