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HomeMy WebLinkAbout2006-347 � D - 03 - o & it I � PROFESSIONAL CIVIL ENGINEERING SERVICES AGREEMENT FOR CIVIL ENGINEERING AND BRIDGE DESIGN SERVICES AMENDMENT NO. 1 TO THE PROFESSIONAL ENGINEERING SERVICES AGREEMENT BETWEEN BRIDGE DESIGN ASSOCIATES, INC. AND INDIAN RIVER COUNTY, FLORIDA. This is an Amendment to the existing Engineering Services Agreement (AGREEMENT) dated October 4, 2005 between Bridge Design Associates, Inc. (ENGINEER) and Indian River County (COUNTY). This Amendment addresses changes in "Section III — Scope of Services," and "Section V — Compensation". Amendment Description This Amendment includes the following: "SECTION I — PROJECT LIMITS AND DESCRIPTION" is being modified to incorporate the following: Engineer services are required for the preparation of bridge plans and permit applications for the proposed bridge. The bridge is located on 16th Street and will cross over the Rangeline Canal . The associated bridge improvements at this location are is follows : The proposed bridge will be designed to accommodate three lanes eastbound and westbound, a 5. 5' shoulder and sidewalk on the north side and an 8' shoulder on south side including applicable barriers with concrete approach slabs and two 5' utility shelves on each side. "SECTION V — COMPENSATION" is being modified to incorporate the following : The COUNTY agrees to pay and the ENGINEER agrees to accept for services rendered a lump sum payment of $37,464. 00 for Design and Permitting services. Also, Services for reimbursable expenses for Soil Testing Services of not to exceed $5, 000.00. A balance of $14,407.60 remains on the existing Agreement. Therefore, the total amount due for the bridge design services is Lump Sum $23, 056.40, plus N .T. E. $5,000.00 for Soils Testing Services. 1 S:IPERSONNELWm %Septert#bw 061Bri ige 20-06.doc The AGREEMENT is hereby amended as specifically set forth here in. All other sections of the AGREEMENT shall remain in full force and effect and are incorporated herein . This Amendment No. 1 to the AGREEMENT regardless of where executed, shall be governed by and construed by the laws of the State of Florida. In witness whereof the parties have executed this Amendment this 3rd day of October , 2006. BRIDGE DESIGN ASSOCIATES, INC. . INDIAN RIVER COUNTY, FLORIDA 2035 Vista Parkway, Suite 200 BOARD OF COUNTY COMMISSIONERS West Palm Beach, FL 33411 o' ©� By: By. Chairrrjan "Ar4fur R. Neuter 1 14 Board of,CquPty missioners Attest: �' Attest: Jeffrey R . Barton , Clerk of COur ' Attest: Accepted. ti oseph A . Baird C my Administrator Approved as to Form and Legal Sufficiency: fCounty Attorney 2 S:IPERSONNELWm\September 06arkigepesigMssocAmendnvnl09-20-W.doc BRIDGE DESIGN ASSOCIATES, INC. 16TH STREET BRIDGE August 24, 2006 HOURLY BREAKDOWN OF SERVICES EXHIBIT "A" PROJECT PROJECT CADD FIELD TOTAL LABOR MANAGER ENGINEER TECH REP/ HOURS COST ACTIVITY SHEET E.I. BY BY # ACTPA ACTIVITY $126.00 $104.00 $70.00 $58.00 COORDINATION Utility Coodination WA a.x 4.a Sstz.o0 ' Permit Meetin s / IRFWCD I SJRWMD / ACOS ! DE N/A 5.0 ml 6.0 $1 ,024.00 DESIGN General Notes/ Construction Notes / cifications WA 2.0 4.0 6.0 $672,00 Design Sheet pile wall systern for end bent NIA 16.0 16.0 $1,66400 Design end bent pile cap NIA 16.0 16.0 $1,664.00 ' Design superstructure deck slab NIA 4.0 40.0 ".a $4,672.00 Desl n closure rs N/A 6.0 6.0 $624.00 Des n ttension s stem NIA &0 8.0 $83zoo Design barriers stem & guardrail WA 2.0 6.0 10.0 $1 ,088.00 .Design slope protection NIA 20 a.0 10.0 $1,088.00 PLANS PREPARATION Index of Sheets / Location / Summ ofQ B1 16.0 ts.x $1 ,120mBn Cross section Crosection exist 8 ro 62 6.0 8.0 $560.00 General Notesten!/ Desi n CateI Constr. Notes B3 8.0 8.0 $560.00 Bride Plan Sheet 84 24.0 24.0 $1,680.00 Brid 9 Elevation 85 60 60 $42000 ' Substructure Plan 86 8.0 8.0 $560.00 Pile Data Table / Soil Bon s 87 6.0 6.0 $420.00 Finish Grade Plan 88 16.0 l 16.0 $1, 120.x0 End Bent Plan & Elevation B9 8.0 s.0 $560.00 End Bent details B10 32.0 32.0 $2,240.00 LuF2rstructure typical crass section B11 8,0 6.0 $420.00 Precast slab layout plan 8 Dost tension B12 8.0 6.0 $550.00 Precast stab lan elevation B13 6.0 5.0 $moo Precast Slab details, bar bendin dia B14 40.0 40.0 $2,600.00 Sheet 'le wall details, notes, etc. B15 lex 16.0 $1 ,120.00 !NMroach slab layout sheet 818 S.0 6.0 $420.00 Index sheets (600,601 ,614,700-1 ,700-2, 810 017- 8201-, 820.2) 824 18.0 18.0 $1.260m MISCELLANEOUS Quantities & Estimates N/A 2.0 4.0 24.0 30.0 $2,064.00 Quality Control / MID, w/IRC 30%,9046100% N/A 8.0 8.0 6.0 22.0 $2.x00.00 Permit flcafiOR 8 Responses NIA 6.0 8.0 19.0 32.0 $2,976.00 TOTAL MANHOURS 40.0 126.0 250.0 30.0 446.0 DIRECT LABOR COST 155120.00 s1a1ub0 IV. 7,500 ,00 .740.00 $,',:1464.0 05-624 pro 16th additional services ENGINEERING FEES $37,48490 BALANCE OF EXISTING CONTRACI -514,407.60 $23,056.40 - - 9/ 9 900Z-SZ-v0 ui e9LC990 OSSV N19IS3( 136OI218 C99£ 9N9 L95 16th Avenue -05624 Bridge Option COST ESTIMATE May 309 2006 ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1 MOBILIZATION 1 .00 LS $30,000.00 $30,000.00 2 DEMOLITION OF EXISITING BRIDGE 1 .00 LS $30,000.00 $30,000.00 3 CLASS II CONCRETE (SUB) 65.4 CY $800.00 $52,320.00 4 CLASS it CONCRETE CLOSURE) _ 12.5 CY $550.00 $6,875.00 5 CONCRETE TRAFFIC BARRIER 160 LF $90.00 14,400.00 6 ALUMINUM RAILING 40 LF 1 $75.00 $3,000.00 7 REINFORCING STEEL (SUB 16768.4 LB $1 .75 $29,344.70 8 REINFORCING 51 EEL CLOSURE 964.8 LB $1 .75 $1 ,688.40 9 PREST. CONCRETE PILING (18" SQ.)FURNISW (18 iles-50 ftlon ) 900 LF $55.00 $49,500.00 10 PREST. CONCRETE PILING (18" SQ.) DRIVEN 900 LF $2.00 $1 ,800.00 11 PRIEST. CONCRETE PILING 14" SQ. FURNISH6- Iles-35 ft Ion j 210 LF $45.00 $9,450.00 12 PREST. CONCRETE PILING (14" SQ.) DRIVEN 210 LF $2.00 $420.00 13 UNLOADED TEST PILES 18" 65 ft Ion 65 LF $110.00 $7,150.00 14 ROCK RUBBLE 525 TONS $90.00 7,250.00 15 PILE SPLICES 1 EA $800.00 $800.00 16 APPROACH SLAB _ 2 EA $30,000.00 _ $60,0X00 17 PRECAST DECK UNIT 15" x 6'0"x 20'0" 220 LF $200.00 $44,000.00 18 PRECAST SHEET PILING 8"X8'0"X16-24 384 LF $75.00 $281800.00 TOfA ,+1x$418,7,98.10; Bridge Area (SF): 1425 Unit Price per square ft: $292.49 16th Avenue -05624 Box Culvert Option COST ESTIMATE May 30, 2006 ITEM NO. ITEM DESCRIPTION QUANTITY -UNIT UNIT PRICE TOTAL PRICE 1 MOBILIZATION 1 .00 LS $30,000.00 $30,000.00 2 DEMOLITION OF EXISITING BRIDGE 1 .00 LS $30,000.00 $30100,1),00 3 OEMUCKING 1 LS 0,000.00 $20,000.00 4 GRADING SUB GRADE ONLY) 1 LS $201000.00 $20,000.00 6 407%400AZ-26 TEMPORARY SHEET PILING 16000 SF $18.00 $288,000.00 6 10' X 16' PRECAST BOX CULVERT 60 LF $1 ,300.00 $78,000.00 7 8"X14'6" ENDWALLS 90 LF $365.00 $32,850.00 8 VX 10' EN FOOTINGS 94 LF $300.00 $28,200.00 9 1 ' X 2'-6" WALL AT OPENING 24 LF $75.00 $1 ,800.00