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HomeMy WebLinkAbout2005-180a � 0 Ashley Lakes SuladNision CONTRACT FOR CONSTRUCTION OF REQUIRED SIDEWALK IMPROVEMENTS NO . SM4-02 -07 -SIDE ( 91100023 =44615 ) THIS CONTRACT , made and entered into this i, day of it 2005 , by and between ASHLEY LAKES , LLC , a Florida limited li bility company, hereinafter referred to as " Developer" , and INDIAN RIVER COUNTY , a political subdivision of the State of Florida , by and through its Board of County Commissioners , hereinafter referred to as " County" . WITNESSETH : WHEREAS , Developer is commencing proceedings to effect development of land within Indian River County , Florida ; and WHEREAS , a Final Plat for -' the development within the unincorporated area of Indian River County shall not be approved until the Developer has installed the required improvements or has guaranteed to the satisfaction of the County that such improvements will be installed ; and WHEREAS , the required sidewalk improvements are to be installed after Final Plat approval , under guarantees posted with the County. NOW , THEREFORE , IN CONSIDERATION OF THE MUTUAL COVENANTS AND PROMISES HEREIN CONTAINED , the parties agree as follows . 1 . Developer agrees to construct by May 24 , 2007 , a date being within two years of approval of Final Plat, in a good and workmanlike manner , those improvements described as follows : See Exhibit "A" attached hereto . or otherwise required by the Code of Laws and Ordinances of Indian River County in connection with the approved Preliminary Plat and Land Development Permit , which are incorporated by reference into this contract . 2 . Developer agrees to construct said improvements strictly in accordance with County policies for sidewalk construction as those policies relate to location , method and type of construction , and all County development F.�AttomeyWancy\DOCS\I'LAN\side k far lac ashley lakes sd. doc regulations and standards , including conditions and requirements of any applicable County right-of-way permit , all of which are hereby incorporated by reference and made a part hereof. 3 . In order to guarantee performance of this contract , Developer shall simultaneously herewith furnish an irrevocable letter of credit, having an expiration date of not less than ninety (90 ) days beyond the date set forth in Paragraph 1 , provided by a banking institution authorized to transact such business in this state , in a form to be approved by the County, naming Developer as customer and Harbor Federal Savings Bank , as the underwriting bank, in the amount of $ 29 ,463 . 00 , which amount is not less than one hundred fifteen percent ( 115 % ) of the estimated total cost of improvements remaining to be constructed , as determined in accordance with the County' s Subdivision and Platting Ordinance . It is understood that the full amount of the letter of credit shall remain available to the County and shall not be reduced during the course of construction without an express written modification thereof executed by all parties . Requested reductions shall not be unreasonably withheld by the County, but shall be subject to administrative fees as established by the County . Developer may at any time substitute guarantees , subject to the approval as to form and amount by the County . 4 . Up to $ 1 , 000 , 000 . 00 , or the limits of any applicable underlying or excess insurance coverage carried by Developer or to be obtained during the course of the construction of the subdivision improvements , Developer agrees to indemnify, hold harmless , and defend the County against any and all claims , damages , losses , and expenses , including attorney's fees , for property damage , personal or bodily injury , or loss of life , arising from the negligent acts or omissions of the Developer, its officers , employees , agents , or contractors , subcontractors , laborers , or suppliers , relating to the construction of the required sidewalk improvements , including all those improvements to be constructed on existing publicly dedicated or County owned property . 5 Thnr'. o . ., t. . .. .. ... a _ WWUIIty % 1000 LU approve the f=inal Plat , upon a finding as to compliance w h all applicable provisions of the County's Development Regulations and Ordinances and upon execution hereof. However, nothing herein shall be construed as creating an obligation upon the County to perform any act or construction or maintenance until such time as the required improvements are satisfactorily completed . Satisfactory completion in accordance with the land development permit, plans , specifications , and ordinance requirements of Indian River County shall be determined by the County and shall be indicated by specific written approval of the Public Works Director or his designated representative , after receipt of a signed and sealed Certificate of Completion from the project engineer of record . i F:\Actomcy\Nlancy\DOCSU'LAN\side k fur loc ashley lakes sd. doc 6 . The County agrees to issue building permits and Certificates of Occupancy prior to the installation of required sidewalk improvements so long as Developer is not in default of the terms of this Contract. 7 . In the event the Developer shall fail or neglect to fulfill its obligations under this contract and as required by the Code of Laws and Ordinances of Indian River County , Florida , the Developer, as principal , and the letter of credit shall be jointly and severally liable to pay for the cost of construction and installment of the required improvements to the final total cost, including but not limited to engineering , construction , legal and contingent costs , including reasonable attorney's fees incurred by the County, together with any damages , either direct or consequential , which the County may sustain as a result of the failure of Developer to carry out and execute all provisions of this contract and applicable ordinances of the County. In no event , however, shall the liability of the underwriting bank under this paragraph exceed the total amount of the original obligation stated in the letter of credit , less any approved reductions thereto . B . The parties agree that the County at its option shall have the right, but not the obligation , to construct and install or, pursuant to receipt of competitive bids , cause to be constructed and installed the required improvements in the event Developer shall fail or refuse to do so in accordance with the terms of this contract . Developer expressly agrees that the County may demand and draw upon the existing letter of credit for the final total cost of the improvements . Developer shall remain wholly liable for any resulting deficiency, should the letter of credit be exhausted prior to completion of the required improvements . In no event shall the County be obligated to expend public funds , or any funds other than those provided by the Developer, or the letter of credit to construct the required improvements . 9 . Any letter of credit provided to the County by Developer with respect to this contract shall exist solely for the use and benefit of the County and shall not he constn`1m ry intnnegnA in r. • u . 1. . . Wo 1 � � \VII �JVV lot atoy vvay , expressly vi impliedly , to benefit or secure payment to any subco ntmctor, laborer , matedalman or other party providing labor, material , supplies , or services for construction of the required improvements , or to benefit any lot purchaser(s ) , unless the County shall agree otherwise in writing . 10 . This agreement is the full and complete understanding of the parties and shall not be construed or amplified by reference to any other agreement , discussion , or understanding , whether written or oral , except as specifically mentioned herein . This agreement shall not be assigned without the express written approval of the County. Any amendment , deletion , modification , extension , or revision hereof or hereto shall be in writing , executed by authorized representatives of both parties . 3 FAAttomcy\Nancy\DOCS\PLAN\side k for kx ashley lakes sd .doc IN WITNESS WHEREOF , the parties hereto have set their hands and seals on the day and year first above written , ASHLEY LAKES , LLC, a Florida limited liabililty company WITNESS(E�/S :j sign : 7 , By print name : Stanley Markofsky , Ma4Mer�sign : DEVEL print name : j , IN f RIVER COUNTY , FLORIDA By �5 - Thomas S . Lowther, Chairman Board of County Commissioners COUNTY ATTEST : Jeffrey K . Barton , Clerk BCC approved : Mayes, 2005 r aU1 ' By: (seal ) Deputy Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY : William r l : rIl1nC II County Attorney 4 F:Wtlomey\Nancy\DOCS\PLAN\side k iot loc ashley lakes sd .doc JOSEPH W. SCHULKE, P. E SCHULKE , BITTLE & ST© DDARD , L . L . C . )ODAH B. BITTLE, P. E, WILLIAM P. STODDARD, Ph.O., P.E. CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRO , AL PERMITTING MAR 3 1 2005 1� 4' 3.Jasa t tw ATTORNEY' S OFF! CE Engineers Certified Cost Estimate — Ashley Lakes Subdivision I, Joseph W . Schulke, P . E . , A Florida registered engineer, License No . 47048 , do hereby certify to Indian River County that a cost estimate has been prepared under my responsible direction for those improvements itemized in this exhibit and that the total cost estimate for said improvements is $448 , 717. 05 and represents the estimated cost to construct the remaining required improvements plus a 15 % contingency. This estimate has been prepared, in part, to induce approval by the county of a reduction of the bond amouni for the Ashley Lakes Snyivision, and for the purpose of establishing proper surety amounts associated-thepewith . ._,1. Date : �g_e''1V . Sc,I; Cost Estimate for Ashley Lakes Subdivision CONSTRUCTION COST ESTIMATE ASHLEY LAKES SUBDrvisiON FOR BOND 2/3/2005 UNIT UANTIfY 1 UNIT PRICE TOTAL. COMPLETE AMOUNT REMAINING bilization NIo 7iz2tion LS 1 $ 12,000.00 1 $ 12 ,000.00 50% $ 61000. 00 S 62000 0 Subtotal S 12,000 .00 $ 6 ,000.00 S 62 . 00 Sanita wer B" PVC D 35 (Grreen) 0'-06' IF 1950, S 16.50 S 32, 175.00 95% 530,566 .25 $ 1 ,608 .75 r. SMH D -6'' EA 7 S 1 .800.00 S 12,600.00 95% $ 11 ,970.00 630.00 } SMH G'-8' EA 2 S 23159.00 S 41318.00 95% 54, 102. 1 $ 215.90 SMH 8'-10' EA 3 S 211660.00 S 711980 .00 95% 57,581 $ 399.00 Double Service EA 16 S 425.00 S 61.800.00 95% S6) DO $ 340.00 Singler Service EA 4 $ 375.00 S 17500.00 950/0 $ ,425.00 S 75.00 Dewater & TV lints LF 1 ,950 S 1 .20 S 2,340.001 95% 2,223.00 S 11700 Tie into Existing MH EA 1 S 400.00 $ 400.00 95% $380.00 S 20.00 Subtotal S 687113.00 $643707 .35 S 31405.65 Water 6" C-900 EA 2180 S 9.50 S 209710.00 90% Y18,639.00 S 2,072 .00 8" C-900 540 S 14.00 S 7 ,560.00 /i S6,804A0 S 756 .00 Fire Hydrant Assembly EA 2 S 2,800.00 S 5,600.00 0°/a wL $5,040.00 S 560.00 2" Blow off EA S S 450.00 S 4250.00 90% $2,025 .00 S 225.00 2" Jumper EA 4 S 780.00 $ 3,120.00 $2,808.00 S 312 .00 6" Gate Valve & Box EA S 755.00 $ 79550. 90% $6,795.00 S 755 .00 8 " Gate Valve & Box LF 1 $ 955 .00 S 95 .00 90% 5859.50 5 95.50 Sample Points LF 1 S 350.00 S 50.00 906/6 5315.00 S 35.00 Single Water Services EA 61 350 .00 S A100.00 90019 $ 1 ,890.00 $ 210.00 Double water Services EA 15 $ 475 .00 7, 125 .00 90% $69412 .50 S 712.50 Cotuteet to exist at Arffi1ia S/D RL 2 $ 400.00 S 800 .00 900/0 $720.00 S 80.00 6" MJ 22 .5 Bend RL 10 S NQ 64.V $ 10640.00 90°/. $ 1 ,476.00 $ 164.00 � 5 6 "X6" Tee EA 1 S 2 .00 S 247 .00 90°/. $ 24 . )0 l 5222 .30 ?) r 6 " M] Sleeve EA 2 S 69. S 338.00 90°/. S304.20 S 33.80 8" Ml Sleeve EA 1S 216.00 S 216.00 90% 5194 .40 S 21 .60 8 "X6" MJ Anchor EA 1 $ 496. 13 % 496.73 90% 5447 .06 S 49.67 6" MJ 45 Bend EA 9 104 160.75 S 11446.75 90% SL302.081 S 144 . 68 6"X6 " M1 Anchor Rtee EA 3 S 275 .00 S 45.00 90% $580.50 S 64.50 6' Megalug EA 51 S 52.00 S 2,6 . 00 90% 52,386 .80 S 265 .20 8 " Megalug EA S 77.00 $ 308. 90% $277 .20 $ 30.80 6 " Beel Harness EA 28 S 90.00 S 2,520.00 90% $2,268.00 S 252.00 ' Bell Harness EA 6 $ 150.00 $ 900.00 90% 5810.00 S 90 .00 Subtotal S 699529 .48 $62 ,576.53 $ 6,952.95 Storm Sewer Control CLTllCtllrG II S 19200.00 S 1 ,200 ,00 50° $600.00 $600.00 Junction ManholeLF 4 $ 1 ,650.00 $ 61600.00 35% $2,310. 00 $4,290.00 Modified Miami Inlet FL 10 S 11950.00 S 192500.00 70% $ 13 ,650.00 $53850.00 Type C Inlet FL 5 S 950 .00 S 49750.00 801% $3,800.00 5950.00 . 12" N- 12 Ultra FL 580 S 13 . 50 S 7, 830.00 800/6 $6r264.00 511566. 00 15" N-12 Utm EA 280 S 14.90 S 4, 172.00 800A ,337.60 $834 .40 I FIN-1 2 Utrz LF 1540 S 16.30 S 25,410.00 80% $20,498.00 $S ,082.00 24"112 Utra LF 240 $ 24.00 S 5,760.00 80% 54,60 00 51 , 152.00 12" BCCMP LF 20 S 27 .75 S 555.00 80°i. S444Aq 5111 .00 Mitered End LF 1 S 650.00 $ 650.00 0% S0.0D $650.00 18" BCC EA 240 S 30.75 S 71380.00 80% 55,904 .00 51 ,476.00 72 " RCP EA 104 S 250.00 S 26,000.00 80% 420,800.00AS3 End Is EA 2 S 10,500.00 $ 21 ,000.00 BO% $ 16,800.00 Rc vc 48" CMP EA 1 S 19500.00 $ 1 ,500.00 80% 51 ,200.00subtotal S 132,307 .00 $ 100,045.60 LSI mIT' _ orAIII. Page 2 of 4 Cost Estimate for Ashley Lakes Subdivision S ork Clearing AC 18 .5 $ 1 ,900.00 S 35, 150 .00 80°/a S 28,1V$ 349756 .86 0.00 DEMO Bam LS 1 S 3 ,000.00 $ 3 ,000.00 80% 52,400.00 Cut and Fill Onsite CY 55,579 S 1 .70 S 949484 .30 80% 6 .86 Floating Turbidity CY 80 $28.00 $2,240.00 50% $ L , 10.00 Silt Fence 3,950 $ 1 .80 S 79110.00 0 .00 Subtotal $ 1411984.30 S 107,26.86 Roadway 8" Stabilized Subfnde SY 8,662 1 .85 6,024 .70 500/. $8,012.35 S 87012.35 6" Road Base SY 71425 $ $ 45 ,292.50 00/0 50.00 S 45 ,292 .50 EPR- 1 Prime 7 ,425 $ 0.5 4 3 ,712. 50 0% $0.00 S 377.12. 50 Pavement ( 1 . 5" Type S) SY 7,425 $ 6.25 S 6.25 0% $0 .00 $ 460406.25 2 " Miami Curb LF , 8 S 6.85 S 31,044. 75% $24,033 .23 S 8,011 .08 F Curb S 177 S 8.75 S 19548.75 ° S0.00 S 1 ,548.75 D Curb EA 655 S 12.00 S 7,860. 00 0% $0.00 S 7,860.00 Signage & Pavement Marl LS 1 S 41000.00 S 41000.00 0% $0.00 S 4 ,000.00 Header Curb SY BO S 28 .00 S 21240.00 0% S 2,240.00 Sod Lake M nance AreaSF 20100 $ 0 . 18 S 3 ,638 .00 0'/° 50 .00 37618 .00 Sod and Curbs SF 8957 S 0. 18 $ 11612.26 0% $0 .00 INZ26 5 Elio 996 69 ,@9 4w 4 1469 .6w Interior Sidewalk SP 7320 S 3 .50 $ 25,620.00 00/4 $0.00 S 25.620.00 Banks 5 51909 .09 S 6399999 0% 9 Subtotal S 199,248 .86 $32,045 .58 $ 167 ,20 Landsc Irrigation/Misc 10' Landsca along 45th Street 512LF Cana y Treer E-A 23 S 175 .00 S 4,025.00 0% $0-OWS 4 ,025.00 Understory Trees EA 9 $ 100. 00 S 900.00 0% 00 S 900.00 Shrubs EA 90 $ 10.00 S 900.00 0% 50.00 $ 900.00 Irrigation LS 1 S 61000.00 S 61000. 00 0% $0. 00 S 69000.00 Precast Wall LF 450 S 125. 00 S 56,250. 00 0% 50.00 S 56,250 .00 Subtotal S 68,075 .00 $0.00 S 68,075 .00 20 ' Landscape along 66th Avenue IOIOL Canopy Trees EA 41 E12,500 .00 S 79175 .00 0% $0.00 S 71175 .00 Understory Trees EA 1 $ 1 ,600. 0% 50.00 S 11600.00 Shrubs EA 162 3 t o:00 0°/& $0.00 S 1 ,620.00 Irrigation LS 1 $ 2,500.00 0% $0.00 S 12 ,500 .00IS 22,895 .00 50.00 S 22,895.00 f 2S, Arleyr�2 ,._1 a.. rc. " l.. .. en.. ..rb n_., w.j i , A vp 'u Canoev Trees E.0. 40 S 1 ?5 S v^v .00 ^V% 0.00 $ ,VVV .w Understory Trees EA 20 100.00 21000.00 00/0 $0.00 Y 23000 .00 Shrubs EA 240 s 10. 00 S , 00.00 00/0 $0.00 S 2,400.00 Irrigation LS 1 S 7,500.00 S 7,5 . 0 0% $0.00 S 76500.00 Subtotal $ 18,900.00 $0.00 S 182900.00 TOTAL $ 109,870.00 50.00 S 1097870.00 Electric:l Electrical Conduit/Pads LS 1 S 22,000.00 S 22 ,000. 00 00% $0.00 S 22.000.00 Street Lights LS 1 $ 10,000.00 $ 10,000.00 0% 50.00 $ 10,000.00 Subtotal S 32,000,00 SOHO S 32,000. 00 Professional Engineering LS 1 S 101000.00 S 10,0011.00 50% $5,000. S 5.000.00 Surveying-St out LS 1 S 20,000 .00 $ 20,000.00 50% $ 109000.00 10,000.00 SurveyingAbuilt IS I S 101000.00 $ 102000.00 0% 50.00 S 1000.00 Suryng PRMS & PCPS LS t S 59000.00 $ 5,000.00 0% $0 .00 S 5, .00 SUBTOTAL S 4S,000.00 5 45,000. 00 $ 151000 .00 S 300000. LL CrIlIBI Page 3 of 4 Cost Estimate for Ashley Lakes Subdivision TOTAL COMPLETE REMAINING iFm ation $ 12,000 .00 $ 61000 . 00 $ 61 0 Sanitary r $ 68, 113 .00 $64, 707 .35 3, 405 . 65 Water $ 69, 529 .48 S62, 3 $ 63952.95 Storm Sewer $ 132,307 . 00 00, 045 . 60 $0 . 00 Site Work S 141 . 0 $ 107,227.44 $ 349756. 86 Onsite Paving 99,248. 86 $32, 045 .58 $ 167,203 .29 Landscaping $ 109, 870.00 $0.00 $ 109, 870. 00 Electrical 322000.00 $0 .00 $ 32, 000.00 Professional $ 4 00 $ 15,000.00 $ 30,000.00 TOTAL IS 810,052. 64 87,602.50 $ 390, 188.74 CONTING Y 15 % $58 ,528.31 �i a Date : 7/ / J �(�� WQ Joseph Sc�iulll:e5 . E. NTo . 7048 0 3 gy3 , 00 6 -� Ius 15" /0 3,,rHIBIT.,"A°° Page 4 of 4