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Home My WebLink About2009-296 i A JT a � 9 - a 9� WORK ORDER NUMBER 9 This Work Order Number 9 is entered into as of this 10th day of _ November 2009 pursuant to that certain Continuing Contract Agreement for Professional Services entered into as of April 6 , 2004 and amended effective April 7 , 2007 ( as so amended , the " Agreement " ) , by and between Indian River County , a political subdivision of the State of Florida ( " COUNTY " ) and Schulke , Bittle & Stoddard , L . L . C . , ( " CONSULTANT' ) . The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit 1 ( Scope of Work ) , attached to this Work Order and made part hereof by this reference . The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 2 ( Fee Schedule ) , attached to this Work Order and made a part hereof by this reference . The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit 3 ( Time Schedule ) , attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement . Pursuant to paragraph 1 . 4 of the Agreement , nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein . IN WITNESS WHEREOF , the parties hereto have executed this Work Order as of the date first written above . CONSULTANT BOARD OF COUNTY COMMISSIONERS Schulke , Bittle & Stodd L . L . C . OF INDIAN RIVER COUNTY By : �� B Jos ph W ulke , P . E . Wesley S . Davis Chairman . Board of County Commissioners Title : ging Member Attest : J . K . Barton , )Clerk of Court B Y Deputy Clerk jse roved , ph A . ird , County Administratorroved as to form and legal sufficiency : C N County Attorney JOSEPH W. FrLE , PE .E , P . E ITTLE , JODAH B BP . SCHULKEr BITTLE & STODDARDf L . L . C . . WILLIAM P . STODDARD . Ph . D . , P E . CIVIL & STRUCTURAL ENGINEERING LAND PLANNING • ENVIRONMENTARECOV E R Letter of Transmittal SEP 1 5 2009 UTILITIES Larry Brown Joseph W . Schulke, P . E. COMPANY : 1) ATI IRCDUS September 14, 2009 ADDRESS : Hand Delivery PROJECT: IOB NUN1131 ? R: IRCDUS 53`, Street 09 -031 NO . OF TYPE 01" COPIES PRINTS 1 ) 13SCIt1P17ION Attached is my revised proposal , WO no . 9 — revision no . 4, which includes "potholing" existing utilities and surveying the location ; verbage regarding reviewing and evaluating the 1 IRC PW road and drainage plans and making recommended changes that will result in reducing the number of utility conflicts ; change the cost estimate to reduce the contingency from 15 % to 10 % and reduce the unit price for the water main bridge crossing. The total construction cost is now estimated at $ 689k in lieu of $ 744k . . Copy of my quote from SITEWERKS to locate / pothole the utilities at all conflicts . This is a pass thru cost — I have not marked up — it is reflected in my WO for the same amount as they are charging me . We estimate that there will 1 be approx . 19 potholed excavations . REMARKS : SIGNATURE: c01> I l:s Joe Sc ulke 1717 INDIAN RIVER BLVD . , SUITE 201 VERO BEACH , FLORIDA 32960 TEL 772 / 770- 9622 FAX 772 / 770- 9496 EMAIIL info@sbsengineers . com EXHIBIT ` I ' SCOPE OF WORK WORK ORDER NO , 9 Project Description The proposed project will provide engineering design and permitting for the construction of new 12 " Master Planned Water Main extensions on 53 `d St . and Old Dixie Highway , and provide for the necessary utility modifications to existing water mains , sewer mains and non - potable re- use water mains lying within or adjacent to 53 `d St . and Old Dixie Highway . The work is beim completed in conjunction with the IRC Public Works department ' s proposed contract plans , " 53 ` St . Roadway Improvements " , " Phase I " and "Phase II " , County project No . 0107 , including : -Phase I : 53 `d St . Roadway Improvements from Lateral ` H ' canal to the Florida East Coast Railroad , County project no . 0107 , Phase 1 -Phase Il : 53 `d St . Improvements from the Florida East Coast Railroad to Indian River Blvd , County project no . 0107 , Phase 11 . (This also includes improvements to Old Dixie Hwy) . Within Phase I limits , the work will include : Engineering design and permitting for the construction of a new 12 " Master Planned Water Main extension on 53 `d St . , from the west side of Lateral H canal , east for 1421 If, and ending approximately 750 If west of the FEC Railroad ; and provide for the necessary utility modifications to existing water mains , sewer mains and non - potable re- use water mains lying within or adjacent to 53 `d St . from Lateral H canal to the FEC railroad ; and provide necessary water main , sewer main , and re- claimed non - potable main " stub -outs " to serve future IRCDUS customers . The new water main extension is necessary to provide an interconnection and loop between two water distribution sub - systems , one primarily serving the USI corridor, and the other primarily serving the 58 "' Ave service area. The construction is necessary at this time so that it is completed prior to or in conjunction with the 53 `d St . improvements , which construction would otherwise be considerably more expensive and difficult if proposed after the paving and drainage improvements were completed Modifications to existing utilities are necessary to avoid conflicts with paving and drainage improvements to 53 `d St . proposed by the Indian River County Public Works and Engineering departments . The modifications generally consist of removing and replacing portions of the utility mains with new utility mains that have been deflected below or to the side of the location of proposed drainage inlets , pipes , or other roadway infrastructure improvements . The " stub - outs " are necessary to provide accessible locations that are extended outside of the new roadway improvements proposed on 53rd St . , making future connections and extensions of the existing utilities possible with - out damaging the new paved road . Within Phase II limits , the work will include : Engineering design and permitting for the construction of a new 12 " Master Planned Water Main extension on Old Dixie Highway , from the south side of 53 `d St . , south approximately 945 If and terminating with a fire hydrant and valve ; and provide for the necessary utility modifications to existing water mains , sewer mains and non - potable re - use water mains lying within or adjacent to 53 `d St . from the FEC railroad to Indian River blvd . , and within or adjacent to Old Dixie Highway from a point approximately 900 ft . south of 53 `d St . to a point approximately 900 north of 53 `d St . The new water main extension is necessary to provide construction of a master planned water main that will serve future commercial customers along Old Dixie Highway corridor. The construction is necessary at this time so that it is completed prior to or in conjunction with the Old Dixie Highway road improvements , which construction would otherwise be considerably more expensive and difficult if proposed after the paving and drainage improvements were completed . Modifications to existing utilities are necessary to avoid conflicts with paving and drainage improvements to 53 `d St . and Old Dixie highway proposed by the Indian River County Public Works and Engineering departments . The modifications generally consist of removing and I replacing portions of the utility mains with new utility mains that have been deflected below or to the side of the location of proposed drainage inlets , pipes, or other roadway infrastructure improvements . Scope of Services Schulke, Bittle & Stoddard , L . L . C . will provide services including excavation and field verification of actual locations of existing underground utilities, surveying, engineering design , preparation of construction plans , preparation and submittal of permit applications , construction administration and periodic construction field inspection of the construction , as required for the proposed water main , sewer main , and non - potable water main utility construction and modifications lying within or adjacent to 53 `d St . and Old Dixie I-lighway . ( see Attachment "A " for location and Attachment " B " for cost tabulation ) . The estimated construction cost of this project is $ 689,056. 50 . In addition to the utility design services outlined above, SBS will meet with IRCDUS and IRC PW personal involved in the project , discuss the project goals and design assumptions and requirements for the IRC Public Works department ' s proposed 53 `d Street Roadway improvements , and then provide an evaluation of the IRC Public Works department ' s 53rd Street Roadway plans , with the following specific goals : Identify the conflicts created with the existing IRCDUS utility infrastructure from the proposed construction of the roadway and drainage improvements . Recommend modifications to the iRC Public Works Department road and drainage design that , if implemented , may result in a net construction cost savings for Indian River County . Reduce the construction cost substantially from the estimated cost listed above . In connection with this project , the County will provide the Engineer with a copy of any pertinent Preliminary Data or Reports ; all available drawings in electronic AUtoCADD format ; all surveys , maps and other documentation in the possession of or reasonably available to the County that are pertinent to the project . Services not included in this scope of services are listed as follows : • Any services associated with assisting Indian River County in review and evaluation of patent related disputes , issues , or claims including preparing to serve or serving as a consultant or witness for Indian River County in litigation , arbitration , public or private hearings , or other legal administrative proceedings involving patent related disputes , issues or claims . • Any services in connection with the project not otherwise provided for in this scope of services . • Surveying of 53 Rd St . right-of-- way . A base survey map to be provided by IRC . In order to execute this project in the most cost effective manner with the most aggressive schedule , Schulke , Bittle & Stoddard , L . L . C . is relying on survey and design data provided by IRCPW within the contract plans , " 53 `d St . Roadway Improvements" , Phase I and Phase I1 , County project No . 0107 . Indian River County Department of Utility Services has indicated that this data will be provided in a digital ALItoCADD format . 2 EXHIBIT 1 , ATTACHMENT ' B ' COST ESTIMATE PREPARED BY SCHULKE , BITTLE , AND STODDARD , L . L . C . FOR 53RD STREET UTILITY IMPROVEMENTS CONSTRUCTION COST ESTIMATE ' PHASE I - 53RD STREET - WEST 53RD F . E . C . R .R . TY IMPROVEMENTS - - - - ;TEM NO DESCRIPTION QUANTITY IUNIT' NIT PRICE TOTAL LS $ 15 , 000 . 001 $ 15 000 . 00 1 MOBILIZATION - PHASE I - - 2 WATER UTILITY CONSTRUCTION 12 " PVC - 1 , 260 _ LF - - - . � - - I--- -- $45 .00 $ 561700 . 00 { 12" HDPE ( BRIDGE ) - SUPPORTS/HARDWARE 161 LF $ 50 . 00 - $ 8 , 050 . 00 8 PVC75 LF - - - -- - --- � $25, 00 $ 1875 . 00 1 EA - $ 2200 . 00 $2 , 200 . 00 F E HYDRANT ASSEMBLY W/ 6" G . V. 2 EA $ 2 800 . 00 $6 , 400 . 00 - EA _ $ 3 , 200 . 00 $ 11200 . 00 - AUTOMATIC AIR RELEASE VALVE ( BRIDGE ) 1 EA $ 2800 , 001 $21800 . 001 TEMP . JUMPER 1 - LS $ 1 500 . 00 $ 1 , 500 . 00 3 12 W . M . CONFLICT W/ DRAINAGE STA 401 + 20 I i i 12 ' PVC - - - 50 LF $ 110 . 00 $ 5 , 500 . 00 , 8 " PVC 55 - LF $25 . 00 - $ 1 , 375 . 00 12 11x_12 T . S . W/ G.V. 2 $7 , 500 . 00 $ 153000 . 00 8 li G .V _ _ 1 EA $2 , 200 . 00 $2 200 . 00 FIRE HYDRANT ASSEMBLY W/ 6 G . V. 1 EA $3 , 200 . 00 $3 , 200 .00 -- - - - - -- 12 LINE STOP I 2 EA $ 8 , 200 . 00 $ 16 ,400 . 00 REMOVE EXISTING W . M . ( 12 ") 35 LF $ 16 . 00 $ 5-66 . 00 4 SEWER UTILITY CONSTRUCTION 6 " PVC F.M . 205 LF $20 . 00 $410000 6 " G . V 3 EA $ 1 , 800 . 00 $ 5 ,400 . 00 — — - - - — - _ 16" x 6" T . S . W/ G.V . 3 f EA $4 , 000 . 00 $ 12 , 000 . 00 F M . SERVICE - RE - CONNECT 2 EA - $ 1 , 000 - 00 $2 000 . 00 - -- - -- 5 RE-CLAIMED ( NON - POTABLE ) UTILITY - -- — 12 " GVV - 90 i EAI $2 , 800 . 001 $2 , 800 . 00 6 RESET EXISTING VALVE BOXES/NEW PADS 1 LS $ 15 , 000 . 001 $ 15 , 000 . 00 ' 7 - - SURVEY . PHASE I I l STAKE -OUT 1 LS $ 5 , 500 . 00 $ 5 , 500 , 00 AS- BUILTS 1 LS $ 5 500 . 00 $ 5 500 . 00 SUBTOTAL PHASEI $206 760 . 00 PHASE II m 53RD STREET - EAST OF F . E . C . R . R . 8 MOBILIZATION 1 i LS $ 15 000 . 00 $ 15 , 000 . 001 I 9 C- 1 lZ1 W . M . CONFLICT WITH DRAINAGE AT 53RD/O . D . H . 12 PVC W . M . 1 , 035 LF $ 50 . 001 $ 51 , 750 . 00 — -- 141, HDPE D . B . 290 i LF $ 150 . 001 $433500 . 00 - -- 12 MJGV 2- EA $ 3 , 200 . 00 $6 , 400 . 00 ' - 12 x 12 ' T . S . W/ GV 3 EAT_ $7 50_0 . 0 12" LINE STOP 3 0 $22 500 . 00 - -- EA ' - $ 8 200 . 00 , - $24 600 . 00 FIRE HYDRANT ASSEMBLY W/ 6 ' G.V . 1 LS 2 pt - - - BLOW-OFF $ 1 REMOVE EXISTING W . M . ( 12 ") 220 LF $06 . 0.01 $ R _ 3 , 52_ 0 00 ' Page 1 of 3 EXHIBIT 1 , ATTACHMENT ' B' COST ESTIMATE PREPARED BY SCHULKE , BITTLE , AND STODDARD , L . L . C . FOR 53RD STREET UTILITY IMPROVEMENTS TEM NO DESCRIPTION QUANTITY ' UNIT'JNIT PRICE ' _ TOTAL ' 12" F . M . VERTICAL DEFLECTION - CONFLICT W/ - - 10 C-2 DRAINAGE - STA 405 + 20 12PVC 50 LF $ 110 . 00 , $ 5 , 500 . 00 ', - - - 12 ' G . V. 1 EA $ 3 , 200 . 001 $ 35200 . 001 - M . H . - - ( ) - { i - - 500 . 00 $6 , 500 . 00IJ 4 ARV W/ M H_ 1 EA 1 CONNECT TO EXISTING EA END 1 LS $3 000 . 00 $ 31000 . 00 '; REMOVE EXISTING F . M . ( 12 ') - 35 I LF $ 16 . 00 $ 560 . 001 12 ' W . M . VERTICAL DEFLECTION - CONFLICT W/ - - � - 1 11 C-3 DRAINAGE - STA 407 + 10 12 ' PVC 50 LF $ 110 . 00 $ 5 , 500 . 6 - - - - - - - EF $8 $ 16600 $ 1 $560 . 00' REMOVE EXISTING W . M 12 " 35 12 ' x 12 T S . W/ G V. i 2 EA $7 500 . 00 - $ 15 000 00 12" F . M . VERTICAL DEFLECTION - CONFLICT W/ 12 C-4 DRAINAGE2 PVCSTA 407 + 10 50 ;- LF � mobi - I -- 12 $0 2 G . V. EA $3 , 200 . 00 $6 , 400 . 00 — _ I - 4" ARV W/ M . H . 1 EA $-6-15--00-. 001 $6 500 . 00 - - - - - ---- CONNECT TO EXISTING ( EA . END ) 1 LS $3 000 ._0. 0 $3 000 ._0. 0_ REMOVE EXISTING F . M ( 12 ' ) - 35 LF $ 16 - 0>D $560 . 00 8" W. M . VERTICAL DEFLECTION - CONFLICT W/ � 1 13 C-5 DRAINAGE_ - STA 412 + 90 75 LF $ 7500 $5 ,625 . 00 - - -- _ _ 16 11x 8 T S W/ 8 G .V ._ 1 EA $71000 , 00 $7 , 000 . 001 1 EAI $6 000 . 00L _ $6 , 000 001 - - - 8x8 " TSW/ 8 G . V.- - 8 ' L . S . 1 EA $6 200 . 001 $6 , 200 . 00 REMOVE EXISTING W . M (8 ') - 50 LF-1 $ 12 . 00 $600 . 00 12" W . M . CONCRETE ENCASE NEAR DRAINAGE 14 C-6 CROSSING - STA 413 + 10 _ $ 1 , 500 . 00 CONCRETE ENCASE (2 8 cy) - - 1 - LS -- - - ---- - — $ 1 500 .00 6 " F . M . VERTICAL DEFLECTION - CONFLICT W! 15 C-7 DRAINAGE - STA 413 + 10 61, PVC 50 LF 65 . 001 $ 32250 . 00 - - i EA- $ 1 800 . 001 $ 3600 . 00_ 1 4 ARV W/ M . H . CONNECT TO EXISTING ( EA . END) 1 LS $2 , 000 . 00 $2 , 000 . 00 REMOVE EXISTING F . M . (6") - - 35 LF $ 10 . 00 $350 . 00 I W . M . VERTICAL DEFLECTION CONFLICT W/ - - - - 16 C-8 DRAINAGE - STA 4. 16_ + 10 1 - 611 - - . - - 70 LF $65 . 00 $4 , 550 . 001 6 X 6" T . S . W! G . V . ' 1 EA I $ 1 800 . 00i $ 1 , 800 . 00 - - - -1 - - - S . W/ --- - _ _ - 1 EA $ 5400 . 00 $ 5 , 400 . 00 _ 6" L . S_. - - - : 1 EAI $ 5 , 200 . 00 $ 5 , 200 . 00 RELOCATE/REFURBISH F.H . 1 LS $ 2 , 500 . 001 $2 , 500 . 00 REMOVE EXISTING W . M . (6" ) 30 LF $ 10 . 001 $300 . 00 8 ' SEWER - CAP STUB -OUT CONFLICT W/ DRAINAGE - 17 C-9 STA 418 + 20 1 - - - - 8 CAP PVC � 1 EA $300 . 001 $ 300 . 001 - _ REMOVE 8 " PVC 30 LF - - - - - ; - $ 12 . 0011 $360 . 001 12 " W . M . - VERTICAL DEFLECTION CONFLICT W/ j 18 C- 10 DRAINAGE - STA 419 + 70 12" PVC 50 LF $ 110 . 00 ; $5500 . 001 12 ' x 12 T . S . W/ G .V . 2 EAI $7 , 500 . 00i $ 15 000 . 001 12" L . S . 2 EA $ 85200 . 00 $ 161400 , W ': REMOVE EXISTING W . M . ( 12 ") 35 LF _ _ _$ 16 . 001 $ 560 . 00 , Page 2 of 3 EXHIBIT 1 , ATTACHMENT ' B' COST ESTIMATE PREPARED BY SCHULKE , BITTLE , AND STODDARD , L . L . C . FOR 53RD STREET UTILITY IMPROVEMENTS TEM NO DESCRIPTION QUANTITYIUNITJNIT PRICE ' TOTAL 'I 6" F . M - VERTICAL DEFLECTION CONFLICT W/ 19 C - 11 DRAINAGE - STA 419 + 70 6 " PVC 40 LF $65 . 00 $21600 . 001. 2 EA $ 1 800 . 001 $3 , 600 . 00 ' 4 " ARV W/ MH -1 - - - -' - - EA $6 , 500 . 00i $6 , 500. 00 ' -- - CONNECT TO EXISTING ( EA . END) 1 LS $ 23000 . 00 : $21000 . 00 ; REMOVE EXISTING F . M . (6") 30 LF $ 10 . 001' $ 300 . 001 4 " F . M . - VERTICAL DEFLECTION CONFLICT W/ 20 C - 12 DRAINAGE - STA 95 + 50 f - 4 " HDPE D.B. 65 �LF f $ 65 . 00 _ __$4 , 225 . 00 4 " PVC - - - 10 LF $ 50 . 00 $500 . 00 — - - - - -- 461 G .V. 1 EA $ 1 , 200 , 00 $ 1200 . 00 4 T . S . W/ G . V. 1 EA $3 , 500 . 0_0 $3 , 500 . 00 REMOVE F . M . (4 ) 20 LF $ 9 . 50 $ 190 . 00 GROUT F . M . (4") 50 LF — - - ---- - $ 8 . 50 $425 . 00 f 2 F . M - VERTICAL DEFLECTION CONFLICT W/ 21 C- 13 DRAINAGE - STA 103 + 90 41, PVC 5 LF $50 . 00 $250 . U0 2 HDPE D.B . 65 LF $4000 $260000 $2 , 600 . 00 G F 2 V . I EA $ 500 . 00 $500 . 00 - - - - -- - 4 x 4" T . S . W/ G . V . 1 EA $ 3 , 500 . 00 $ 3 500 . 00 ABANDON EXISTING F . M . (2 ") AND PLUG G .V . 1 LS $ 500 . 00 $500 . 0.0 12" W . M . - HORIZONTAL DEFLECTION CONFLICT W/ - f - 22 C- 14 DRAINAGE - STA 108 + 40 12 ' PVC - - - 70 LF $ 90 . 00 $6 300 . 00_ - - - ) - - - CONNECT TO EXISTING ( EA . END 1 LS $ 3 000 . 00 $ 3 , 000 . 00 � 12 ' L . S . 1 LS $ 8 200 . 00 $ 8 , 200 . 00 REMOVE EXISTING W M ( 12 ") - 70 LF $ 16 . 00 $ 1 120 . 00 ' 23 C- 15 MISCELLANEOUS RESET METER BOXES , SERVICES , BUILDING PLUMBING _ _ a . STA 103 + 90 1 LS $2 , 000 . 00 $2 , 000 . 00 b . STA 104 + 10 1 LS $21000 . 00 $2 , 000 . 00 c . STA 106 + 10 1 LS $21000 . 00 $21000 . 00 C REMOVE F . H . / PLUG VALVE I f a STA 1b6-4760 1 LS $ 1 000 . 00 $ 1 000 . 00 - - -- - -- -- - -- 24 C - 16 RESET EXISTING VALVE BOXES/NEW PADS 1 LS $ 15 , 000 . 001 $ 15 , 000 . 00 25 C- 17 SURVEY PHASE 11 - - - - - - - STAKE-OUT 1 - LS 1$151500 . 00 $5 500 . 00 AS- BUILT 1 LS $ 5 , 500 . 0 $ 5 , 500 . 00 : SUBTOTAL PHASE II 1 $419 , 655 . 00 I TOTAL ( PHASE I AND 11 ) -- $ 626 ,415 . 00 - CONTINGENCY ( 10% ) - _ . - -_ - I $ 62 , 641 . 501 I -- - - __ _ - - -- - - - - - - -- - - - f - __ GRAND TOTAL - -- - - - - - - - I --- f - I- - - I $ 689 , 056 . 50 Page 3 of 3 ExHIBl7• ` 2' FEESCHEDULE WORK ORDER NO . 9 Method and Amount of Compensation Schulke, Bittle & Stoddard, L . L . C . , proposes to provide the above Scope of Services based on the following lump sum fees : 1 . Surveying : Location of fire hydrants , valves , manholes , driveways , $2500 . 00 culverts , and existing utility mains , not Surveyed by IRCDUS , within 53 `d St . right-of-way , between Lateral H and the FEC RR ; and survey the location of existing utilities excavated by SITEWERKS , INC . 2 . Excavation for field verification of actual locations of existing $ 12 , 970 . 00 underground utilities and structures . It is anticipated that SBS will subcontract this work to SITEWERKS INC . 3 . Engineering design , preparation of Construction Plans & $ 259000 . 00 Specifications , preparation and submittal of permit Applications . Preparation of bid documents . Assistance during Bidding, bid evaluation , contract award . 4 . Construction Administration ( Pre-con , shop review, pay requests, $ 16, 000 . 00 change orders, minor plan modifications, Periodic Construction/Field Inspections, As-Built review, final documentation for close- out and final certifications. ) 5 . Reimbursables : Reimbursement for payment of direct costs, including $3000 . 00 estimate Reproduction and application fees . ( See below for actual costs) Total : $ 59, 470 . 00 Printing and Reproduction The County shall make direct payment to our office for the cost of printing project plan sheets required for utility coordination and for copies of reports , drawings, specifications, and other pertinent items required by federal , state and local agencies from whom approval of the project must be obtained , material suppliers , and other interested parties, but may charge only for the actual cost of providing such copies based on the following tabulation : 8 1 /2 " x 1 I " $ 0 . 12 /sheet Blue Line Prints $ 0 . 333 /SF 11 " x 17 " $ 0 . 50/sheet Reproducible Sepias $ 0 . 75 /SF 31 /2 " diskette $ 2 . 00/each Reproducible Mylars $ 1 . 00/SF CD $ 4 . 00/each Application Fees The county shall make direct payment to our office for the actual cost of all construction permit application fees paid to jurisdictional agencies, including but not limited to : F . D . E. P . , LR. C . Engineering ( Right-of- Way ) , I . R . F . W . C . D . , S . J . R . W . M . D . , F . D . O . T. 3 EXHIBIT 43 ' TIME SCHEDULE WORK ORDER NO , 9 Time of Performance The estimated time frame for completion of services from the approval of this Work Authorization is a follows : 1 . Surveying, Engineering Design & Preparation of 3 Months Construction Plans, specifications and Bid Documents 2 . Submittal of Permit Applications and Receipt of permits 1 '/ Months And Bidding/Contract Award ( Done Concurrently) 3 . Construction 4 Months Remainder of Page Intentionally Left Blank 4 Proposal 1;�`q� AM44 Sitewerks . Inc . = ;p� 4045 43rd Avenue Vero Beach , FL 32960 ( 772 ) 564-8281 phone Liu ( 772 ) 562 -2773 fax Sch_ulke_ , Bittle , & Stoddard , LLC . 770 - 9622 _ September 4 , 2009 PROPOSAL SUBMITTED TO PHONE DATE 1717 Indian River Blvd . Ste: 301 53rd St. Utility location STREET JOB NAME Vero Beach , FL 32960 Vero Beach CITY, STATE AND ZIP CODE JOB LOCATION & N0 . We hereby submit specifications and estimates for: Locating existing utilities . The Estimate includes the following ; • Maintenance of traffic 1 LS • Excavator 76 HRS • 3 Laborers 228 HRS • Supervisor 40 HRS • Crew Equipment 76 HRS • Sodding 1900 SF *** Sitewerks , Inc. is NOT responsible for any damage to lines or cables . 72- hour notice must be given so utilities can be notified . *** We propose hereby to furnish material and labor — complete in accordance with above specifications for the sum of: Twelve thousand nine hundred seventy and 0011 ** ************ *`********* *********** ******"***`***********•* Dollars ($ 12 , 970 . 00) Payment to be made as follows : Net 15 Days from invoice date Price Excludes : Permits Note : 1 . We assume all on-site cuts are suitable for on-site fill . 2 . We assume all trench excavation is suitable for trench backfill . Statements which are not paid within 30 days from due date will accrue interest at the maximum legal rate not to exceed 18% annually . Authorized If necessary to place the account with an attorney for collection customer Signature agrees to pay all court cost and reasonable attorney fees . Note : This proposal may withdrawn by us if not accepted within 30 days. ACCEPTANCE QF PROPOSAL — The above prices , specifications and conditions are satisfactory and hereby accepted . You are authorized to do the work as specified . Payments will be made as outlined above . Signature Date Accepted : Signature L_ swjobmiscSBS