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Exhibit "D" <br />Opinion of Costs <br />Kimley >Horn <br />PROJECT: Indrio Pointe Bridge (3.7% COST SHARE FOR EMERSON OAKS) <br />CLIENT: Pulte Home Company, LLC <br />Date: 2025106/11 <br />PRELIMINARY OPINION OF PROBABLE COSTS <br />INDRIO POINT BRIDGE <br />The Engineer hes no control over the cost of labor, matenals, equipment or services furnished by others, or over the Contractor's methods <br />of determining prices, or over competitive bidding or market conditions. Opinions olprobabie costs provided herein are based on the <br />Information known to Me Engineer of this time and represent only the Engineer's judgement as a design professional familiar with the <br />construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs win not very from lts <br />opinion of probable costs. <br />NOTES: <br />1. THIS OPC IS NOT BASED OFF OF A CONCPETUAL PLAN AND IS PRELIMINARY IN NATURE. <br />2. THI5 PRELIMINARY OPC ASSUMES A STANDARD 2 -LANE VEHICULAR BRIDGE OF -1D0' TOTAL SPAN <br />LENGTH CROSSING THE IRFWCD CANAL ON THE EAST SIDE OF 43RD AVE SW ADJACENT TO THE <br />INTERSECTION OF 13TH AVE SW AND 43RD AVE SW IN INDIAN RIVER COUNTY <br />DESCRIPTION <br />UNIT <br />PROJECT <br />OUANTITY <br />UNIT <br />COST <br />PROJECT <br />COST <br />BRIDGE PAY ITEMS <br />MOBILIZATION/ 00.1081L11AiI L'N <br />LS <br />i <br />SI DU.:UU. LIU <br />I,, UL: UW1Ax <br />MAINTENANCE OF TRAFFIC <br />LS <br />I <br />525,000.00 <br />$26,000.00 <br />PREVENTION, CONTROL E ABATEMENT OR EROSION 6 WATER POLLUTION <br />LS <br />I <br />S30,OD0.DO <br />$30.000.00 <br />CONSTRUCTION LAYOUT I RECORD DRAWING <br />LS <br />1 <br />$15,000.00 <br />$15.000.00 <br />STANDARD CLEARING b GRUBBING <br />LS <br />1 <br />525,000.00 <br />$25.000.00 <br />REGULAR EXCAVATION <br />LS <br />I <br />515,000.00 <br />$15,000.00 <br />EMBANKMENT <br />LS <br />1 <br />$15,ODD_00 <br />$15,D00.00 <br />RIPRAP <br />CY <br />250 <br />$415.00 <br />$103.750.00 <br />UTILITY PIPE F31 PVC WATER MAIN <br />LF <br />100 <br />$150.00 <br />$/5,000.00 <br />UTILITY PIPE FLI PVC SEWER MAIN <br />LF <br />100 <br />$15000 <br />$15,000.00 <br />CONCRETE CLASS 2 APPROACH SLABS <br />CY <br />12 <br />$750.00 <br />$8,000.00 <br />CONCRETE CLASS 4 BRIDGE SUBSTRUCTURE <br />CY <br />45 <br />$1,5DO.00 <br />$72,000.00 <br />CONCRETE CLASS 4 CAST IN PLACE TOPPING WITH SHRINKAGE REDUCING ADMIXTURE <br />CY <br />60 <br />$1,500.00 <br />$WD00.O0 <br />PLAIN NEOPRENE BEARING PADS <br />CF <br />5 <br />$1,100.00 <br />55,500.00 <br />PENETRANT SEALER <br />GA <br />50 <br />$60.00 <br />$4.000.00 <br />CLEANING AND SEALING CONCRETE SURFACES - PENETRANT SEALER OR METHACRYLATES <br />SF <br />2500 <br />$2.00 <br />$5.000.00 <br />RE94FORCING STEEL -BRIDGE SUPERSTRUCTURE <br />LS <br />12000 <br />$325 <br />$39,D00.00 <br />RENFORCIJG STEEL - APPROACH SLABS <br />LS <br />2500 <br />$325 <br />58.125.00 <br />STAINLESS REINFORCING STEEL- SUBSTRUCTURE <br />LB <br />4000 <br />$825 <br />$33,000.00 <br />PRESTRESSED BEAR: FLORIDA SLAB BEAM - BEAM DEPTH 12' CARBON STEEL WIDTH 48.51" <br />S00 <br />$360.00 <br />$175.000.00 <br />-LF <br />PRESTRESSED CONCRETE PILING. INCLUDES 1009E DYNAMIC TESTING, SIZE 18' SO Wl FRP OR STAINLESS <br />STEEL STRANDS AND REINFORCING <br />LF <br />950 <br />S240.00 <br />5228.000.00 <br />BRIDGE DECK EXPANSION JOINT - NEW CONSTRUCTION - F31 POURED JOINT W/ BACKER ROD <br />LF <br />75 <br />$95.00 <br />$7,126-00 <br />BULLET RAIL- SINGLE RAIL <br />LF <br />250 <br />$45.00 <br />$11.250.00 <br />CONCRETE TRAFFIC RAILING - BRIDGE - 32' VERTICAL FACE <br />LF <br />3DO <br />5782-00 <br />554.600.00 <br />CONDUIT - FURNISH b INSTALL - EMBEDDED CONCRETE BARRIERS AND TRAFFIC RAILINGS <br />LF <br />650 <br />$15DO <br />58,750.00 <br />JUNCTION BOX - FURNISH h INSTALL - EMBEDDED <br />EA <br />4 <br />SOW.00 <br />53100.00 <br />SOHO <br />BRIDGE SUB - TOTAL • $1.118.300.00 <br />CONTINGENCY 309E S335.790-00 <br />TOTAL • $1,455.090.00 <br />3.7% OF TOTAL COST TO BE PAID BY PULTE $53.838.33 <br />20 <br />5950481.0 <br />