8 EA $ 1, $ $ 1, $ 8, $ 1, $ 8, EA $ 6, $6, $ 7, $ 7, $ 5, $ 5,445.

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Palmetto Park Road, SW 7th AVE. To SW 5th Avenue LWDD E4 (E Rio) Canal ENGECON CONSTRUCTON RUSSELL ENGNEERNG TEM# TEM DESCRPTON QTY UNTS Total Total ROADWAY TEMS 5 Regular Excavation 937 CY $ 14.

1 Palmetto Park Road, SW 7th AVE. To SW 5th Avenue LWDD E4 (E Rio) Canal ENGECON CONSTRUCTON RUSSELL ENGNEERNG TEM# TEM DESCRPTON QTY UNTS Total Total ROADWAY TEMS 5 Regular Excavation 937 CY $ $17.52 $ $ 14, $ $ 12, Embankment (Compacted in Place) 605 CY $ $11.38 $ $ 16, $ $ 21, Type B Stabilization (LBR 40) (12") 4,707 SY $ 7.78 $5.77 $ $ 56, $ 3.55 $ 16, Optional Base Group 7 2,577 SY $ $13.74 $ $ 69, $ $ 45, Optional Base Group ,758 SY $ $26.60 $ $ 76, $ $ 46, Superpave Asphalt Concrete (Traffic Level C) 435 TN $ $ $ $ 56, $ $ 58, Asph. Concrete Friction Course ( 1.0" ) ( FC9.5 ) Rubber 672 TN $ $ $ $ 93, $ $ 104, Miscellaneous Asphalt Pavement 2 TN $ $ $ $ 1, $ $ 1, Mill Existing Asphalt Pavement 6,757 SY $ 3.15 $3.87 $ 3.05 $ 20, $ 3.25 $ 21, Manhole Adjustment Utility J_ 8 EA $ 1, $ $ 1, $ 8, $ 1, $ 8, Valve Adjustment 4 EA $ $ $ $ 3, $ S 1, Fire Hydrant Adjustment 1 EA rr 2, $2, $ 3, $ 3, $ 2, $ 2, nlets (Curb) (Type P5) 4 EA $ 5, $5, $ 6, $ 26, $ 4, $ 19, nlets ( Curb ) ( Type P6 } 1 EA $ 6, $6, $ 7, $ 7, $ 5, $ 5, Mobilization 1 LS $ 477, $300, $ 475, t $ 475, $ 480, $ 480, Maintenance of Traffic (incl. Pedestrian M.O.T. ) 1 LS $ 301, $250, $ 190, $ 190, $ 413, $ 413, Sediment Barrier (Silt Fence) 2,816 LF $ 1.43 $2:88 $ 1.60 $ 4, $ 1.25 $ 3, Clearing and Grubbing 1 LS $ 62, $45, $ 70, $ 70, $ 55, $ 55, r 19 nlets ( Ditch Bottom ) ( Type C ) 3 EA $ 4, $5, $ 5, $ 17, $ 4, $ 12, nlets ( Ditch Bottom ) (Type D } 2 EA $ 5, $5, $ 6, $ 12, $ 5, $ 10, nlets ( Ditch Bottom ) (Type E } 4 EA $ 5, $8, $ 6, $ 24, $ 4, $ 19, Manhole (Type P7) (Partial) 3 EA $ 6, $6, $ 5, $ 15, $ 7, $ 22, Manhole ( Type P8 ) 3 EA $ 5, $7, $ 6, $ 19, $ 5, $ 16, [Manhole (Type J7) 1 EA $ 27, $10, $ 18, $ 18, $ 37, $ 37, Pipe Culvert ( 15") (Storm) 8 LF $ $90.92 $ $ 2, $ $ 1, Pipe Culvert ( 18" )(Storm} 591 LF $ $ $ $ 40, $ $ 54, Pipe Culvert ( 24" )(Storm} 172 LF $ $ $ $ 15, $ $ 22, f 28 Concrete Pipe Culvert ( 72" )(Storm) 63 LF, $ $ $ $ 40, $ $ 49, i 29 Traffic Separator Cone (Type V) ( 4' Wide ) 178 SY $ $74.12 $ $ 15, $ $ 9, Concrete Curb & Gutter ( Type F ) 2, $26.29 $ $ 37, $ $ 53, LF 31 Concrete Curb ( Type D ) 26 LF $ $31.15 $ $ $ $ 1, r 32 Cone Sidewalk ( 4" Thick ) 1,638 SY $ $45.33 $ $ 55, $ $ 69, Cone Sidewalk ( 6"Thick) (Driveways) 348 SY $ $52.19 $ $ 12, $ $ 15, t 34 Detectable Warning 103 SF 1$ $38.51 $ $ 3, $ $ 3, Sodding 3,356 SY ' s 5.00 $5.29 $ 2.50 $ 8, $ 7.50 $ 25, SUBTOTAL (ROADWAY} $ 1,532, $1,742, \ \pbcgov.arg\eng\eng_fsl\sysl\roadway\prd\2013\ Palmetto Park Rd, SW 7th Ave to SW 5th Ave\3 Award Spec Forms\l_Bid Tabulatians\ _Palmetta 7th to Sth_Bid Tabs Page 1 af5

2 Palmetto Park Road, SW 7th AVE. To SW 5th Avenue LWDD E4 (E Rio) Canal TEM# TEM DESCRPTON QTY UNTS UTLTY ADJUSTMENT PAY TEMS ENGECON CONSTRUCTON Total RUSSELL ENGNEERNG 36 SUPPORT AND PROTECT VCP SAN AND APPURTENANCES 42~, LF,, $ $85.38 $ $ 10, $ $ 6, SUPPORT AND PROTECT UTLTY POLE 3 LF $ 2, $3, $ 3, $ 9, $ 1,000.00,_;$:.. =.3:...::.,0=00;:_.0.;:_;0:..., SUBTOTAL (UTLTY ADJUSTMENT) ~'$' 19',soo.oot L'$''9,'3o_o_.o_o.jl PALM BEACH COUNTY UTLTY ADJUSTMENT PAY TEMS 38 16" DP FM $ $ $ :1 ~: s 75, $ $ 102, " 45" BEND $ 5, $1, $ 5, $ 22, $ 5, $ 20, " AR RELEASE VALVE ~ EA s 10, _ $2, $ 12, $ 12, : $ 8, r$:.. 8~,2_60_.0.:...;;0..., r$''1 SUBTOTAL PALM BEACH COUNTY (UTLTY ADJUSTMENT) 109, $ 130,96o.oo CTY OF BOCA RATON UTLTY ADJUSTMENT PAY TEMS 41 8" 45 BEND + ~ EA $$ 1, $ " 45 BEND "X6"TEE FRE HYDRANT CUT AND CAP EXSTNG 8" WM ~ CUT AND CAP EXSTNG 16" FM 1" AR RELEASE VALVE 2" AR RELEASE VALVE s GATE VALVE 8" GATE VALVE 16" GATE VALVE 8" LNE STOP 16" LNE STOP 2" POLY WATER SERVCE 6"DPWM 8"DPWM 16" DP FM CONNECT TO EXSTNG 16" FM CONNECT TO EXSTNG 8" WM REMOVE EXSTNG 8" WM (NCLUDES VALVES & FTNGS) REMOVE EXSTNG 16" FM (NCLUDES VALVES & FTNGS) GROUT EXSTNG 16" FM WTH FLOW ABLE FLL GROUT EXSTNG 8" WM WTH FLOW ABLE FLL SAMPLE PONT TESTNG, AND SURVEY + j j EA 4, $1, EA $ 1, $1, EA j_ 5, $3, EA $ 1, $ EA $ 3, $ EA $ 1, $1, EA $ 2, $2, EA $ 1, $1, EA $ 2, $2, EA $ 7, $4, EA $ 9, $10, EA $ 16, $20, LF $ $ LF $ $ ,050 LF $$ E3.00 $ LF $ [ EA $ 10, $10, EA i 7, $75, LF i $ $ LF $ $ CY ~ $ $ CY $ $ EA $ $1, LS $ 16, $43, SUBTOTAL CTY OF BOCA RATON (UTLTY ADJUSTMENT) $ 1, $ 13, $ 4, $ 38, $ 2, $ 2, $ 5, $ 5, $ 2, $ 9, $ 4, $ 9, $ 1, $ 1, f' $ 2, $ 2, $ 2, $ 2, $ 3, $ 20, $ 7, $ 23, ': $ 15, $ 30, $ 25, $ 50, $ $ 8, $ $ 3, $ $ 136, s s 180, $ 15, $ 30, s 1o,ooo.oo 1 s 2o,ooo.oo $ $ 7, $ $ 20, $ $ 7, $ $ 3, $ 1, $ 2, $ 15, $ 15, $ 641, Total $ $ 9, $ 3, $ 33, $ 1, $ 1, $ 5, $ 5, $ $ 3, $ 2, $ 5, $ 1, $ 1, $ 2, $ 2, $ 1, $ 1, $ 2, $ 12, $ 8, _ $_ 24, $ 4, $ 9, $ 8, $ 17, $ $ 16, $ $ 1, $ $ 142, $ $ 112, $ 6, $ 13, s 4,ooo:oo$ 8,ooo.oo $ $ 2, $ $ 7, $ $ 4, $ $ 2, $ $ 1, $ 17,000_:.0_:_0..,...:.$ 1_7~,0_00; '; 00:..., s 455,773.oo \\pbcgov.of!1\eng\eng_f5l\5y5l\roadway\pr0\20l3\201353l Palmetto Park Rd, SW 7th Ave to 5W 5th Ave\3 Award Spec Forms\l_Bid Tabu/ations\201353l_Pa/metto 7th to Sth_Bid Tabs Page2 o/5

3 Palmetto Park Road, SW7th AVE. To SW5th Avenue LWDD E4 (E Rio) Canal ENGECON CONSTRUCTON RUSSELL ENGNEERNG TEM# TEM DESCRPTON QTY UNTS Total Total BRDGE TEMS 66 MOBLZATON NCLUDNG TURBDTY BARRER 1 LS $ 327, $75, $ 350, $ 350, $ 305, $ 305, REMOVE EXSTNG STRUCTURE 1 LS. $ 234, $50, $ 270, $ 270, $ 198, $ 198, PRECAST DECK UNT 18" x 5'8" x 31'0" 1,395 LF $ $ $ $ 524, $ $ 371, PRECAST DECK UNT 18" x 5'11" x 31 '0"! 372 LF $ $ $ $ 139, $ $ 98, CLASS CONCRETE FOR CLOSURE POURS BETWEEN DECK UNTS 65 CY $ $ $ $ 52, $ $ 21, RENFORCNG STEEL FOR CLOSURE POURS BETWEEN DECK UNTS 3,864 LB $ 1.15 $2.00 $ 1.20 $ 4, $ 1.10 $ 4, JcoNCRETE TRAFFC RALNG BARRER (32" VERTCAL SHAPE) 192 LF $ $90.00 $ $ 29, $ ~ 24, SHOULDER CONCRETE BARRER WALL (NDEX NO LF $ $ $ $ 17, $ $ 29, CANTLEVERED WALL) ,. 1 r 74 ALUMNUM PEDESTRAN/BCYCLE BARRER RALNG LF $ $90.00 $ $ 9, $ $ 6, TYPE K TEMPORARY CONCRETE BARRER SYSTEM 163 LF $ $45.00 $ $ 3, $ $ 3, ~ 76 CLASS V CONCRETE FOR PLES CAPS 212 CY $ $1, $ 1.21 $ $ $ 167, RENFORCNG STEEL FOR PLES CAPS 41,202 LB $ 1.06 $2.00 $ 1.21 $ 49, $ 0.90 $ 37, " SQUARE x 80'0" MNMUM (TEST PLE} 320 LF $ $ $ $ 96, $ $ 104, " SQUARE x 65'0" MNMUM 4,160 LF $ $ $ 188, $ $ 411, " SQUARE x 50'0" MNMUM (WNG BENT) 650 LF rt_ $80.00 $ $ 26, $ $ 73, '0" PRECAST CONCRETE SHEET WALL 560 LF $ $ $ $ 168, $ $ 75, CLASS CONCRETE SDEWALKS AND MEDANS 112 CY J $ $ $ $ 67, $ $ 58, RENFORCNG STEEL SDEWALKS AND MEDANS 5,729 LB $ 1.13 $2.00 $ 1.21 $ 6, $ 1.05 $ 6, CLASS CONCRETE PPE CRADLE (NCLUDES PPE STRAP, 84 2 CY NEOPRENE PAD AND ANCHOR BOLTS) $ 5, $ $ 1, $ 3, $ 9, s 19, RENFORCNG STEEL PPE CRADLE (NCLUDES PPE STRAP, LB $2.00 $ 1.21 $ $ 1.25 $ j NEOPRENE PAD AND ANCHOR BOLTS} 1.23 ~ 86 CLASS CONCRETE APPROACH SLABS 227 CY $ $ $ $ 114, $ $ 87, RENFORCNG STEEL APPROACH SLABS 42,600 LB $ 1.06 $2.00 $ 1.21 $ 51, $ 0.90 $ 38, " PVC CONDUT 1,168 LF =it $ 6.53 $9.00 $ 3.05 $ 3, $ $ 11, RPRAP (BANK AND SHORE) 1, $ $ $ 115, $ $ 192, TN 90 BEDDNG STONE 815 TN $ $ $ $ 101, $ $ 85, t 91 STANLESS STEEL SUPPORT BRACKETS $5, $ $ 5, $ , t 92 EA 1$ TEMPORARY ALUMNUM PHASNG PPE HANDRAL 192 LF $ $75.00 $ $ 5, $ $ 6, TEMPORARY SLOPE PROECTON 1 LS $ 19, $50, $ 25, $ 25, $ 13, $ 13, SUBTOTAL (BRDGE) $ 2,431, $ 2,453,801.65J T \\pbcgav.arg\eng\eng_fs1\sys1\roadway\pr0\1013\ Palmetto Park Rd, SW 7th Ave to SW 5th Ave\3 Award Spec Forms\1_Bid Tabulatlons\ _Palmetto 7th to Sth_Bid Tabs Page3oj5

4 Palmetto Park Road, SW 7th AVE. To SW 5th Avenue LWDD E4 (E Rio) Canal ENGECON CONSTRUCTON RUSSELL ENGNEERNG TEM# TEM DESCRPTON QTY UNTS Total Total CONTNGENCY TEMS 94 CLASS CONCRETE (MSC.) 10 CY $ $ $ $ 3, $ $ 2, FLOWABLE FLL 15 CY $ $ $ $ 4, $ $ 3, CHANGEABLE (VARABLE MESSAGE) SGN (NONMOT) 40 ED $ $17.53 $ $ $ $ TRAFFC CONTROL OFFCER (NONMOT) 100 HR $ $62.55 $ $ 4, $ 65.oo 1 s 6, PREMUM FOR CONFLCT CONDTON 1 EA $ 4, $ 4, $ 3, $ 3, $ 6, $ 6, ADJUST PULL BOX (SMALL) 2 EA $ $ $ $ 1, $ $ lSUBSOL EXCAVATON (SEE SP'S) CY $ $18.74 $ $ 2, $ $ 1, TEMPORARY FENCNG 1,fof LF $ $15.00 $ $ 15, $ 8.00 $ 8, SUBTOTAL (CONTNGENCY) $ 34, $ 29,425.oo TOTAL BD $ 4,769, $ 4,821, NOTE: YELLOW HGHLGHT DENOTES MATH ERROR ON SUBMTTAL. \pbcgov.org\eng\eng_fs1\sys1\roadway\pr0\2013\20l3531 Palmetto Park Rd, SW 7th Ave to SW 5th Ave\3 Award Spec Forms\l_Bid Tabulatlons\ _Palmetto 7th to 5th_ Bid Tabs Page4o/5

5 Note# 1 2 Palmetto Park Road, SW 7th AVE. To SW 5th Avenue LWDD E4 (E Rio) Canal Project Number: THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND EXTENSONS USED N THS SPREADSHEET. THE TEMS AND QUANTTES ABOVE, SHALL GOVERN OVER THE PLANS. PAY TEM FOOTNOTES N CONSTRUCTON PLANS SHALL ALSO BE NCLUDED N TEM UNT PRCE. PAY TEM FOOTNOTES All costs for Maintenance of Traffic (MOT} and mobilization shall be considered incidental to, and shall be included in, unit prices for the pay items. All items shall include cost to furnish and install unless otherwise noted. Working days to complete project: 450 calendar days (See Special Provisions) Bids as read at opening on Tuesday, March 13, 2018; 2:00 PM All bids subject to OSBA SBE compliance and Board Approval. Prepared by: Geraldine LazzarinoKelly, Technical Assistant Checked by: Holly B. Knight, P.E., Contracts Section Manager Page 5 of5

AVERAGE OF BID ITEMS ENGINEERS ESTIMATE

AVERAGE OF BID ITEMS ENGINEERS ESTIMATE ROADWAY 1 Mobilization 1 LS $ 990,048.50 $ 80,000.00 $ 880,000.00 $ 880,000.00 $ 950,000.00 $ 950,000.00 $ 967,510.00 $ 967,510.00 $ 1,162,684.00 $ 1,162,684.00 2 Maintenance of Traffic ( incl. Pedestrian