PAGE 1 of 18 WEIGHTED AVERAGE

UNIT PRICES PAGE 1 of 18 201 BRIDGE SITE PREPARATION L.S. 1.00 15,000.00 15,000.00 15,000.00 * 201 CLEARING ACRE 4.10 40,470.00 4,500.00 13,010.78 201 CLEARING STA 6,089.00 11,000.00 1.00 1,162.09 201 CLEARING & GRUBBING TREES EACH 1.00 2,130.00 2,130.00 2,130.00 * 201 GRUBBING ACRE 4.10 19,383.00 4,000.00 10,413.59 201 GRUBBING STA 6,035.00 5,000.00 1.00 995.12 201 SPECIAL CLEARING STA 184.00 375.00 375.00 375.00 * 202 DISPOSAL OF WASTE CUYD 30.00 20.00 20.00 20.00 * 202 R&D CURB INLETS EACH 4.00 1,013.21 1,013.21 1,013.21 * 202 R&D OF AIR STATION EACH 1.00 500.00 500.00 500.00 * 202 R&D OF APPR.SLAB & GUTTERS EACH 46.00 6,865.46 2,100.00 4,683.35 202 R&D OF APPROACH GUTTERS EACH 23.00 2,000.00 2,000.00 2,000.00 202 R&D OF APPROACH SLABS EACH 4.00 5,000.00 5,000.00 5,000.00 * 202 R&D OF ASPHALT PAVEMENT SQYD 68.00 50.00 50.00 50.00 * 202 R&D OF BACKFLOW PREVENTER EACH 3.00 500.00 500.00 500.00 * 202 R&D OF BARRICADES EACH 2.00 230.00 230.00 230.00 * 202 R&D OF BARRICADES LEFT IN PLACE EACH 2.00 100.00 100.00 100.00 * 202 R&D OF BARRIER WALL LF 5,365.00 35.00 33.89 34.64 202 R&D OF BILLBOARDS EACH 8.00 1,800.00 100.00 827.50 202 R&D OF BOLLARDS EACH 3.00 500.00 500.00 500.00 * 202 R&D OF BOX CULVERTS EACH 23.00 25,724.65 2,000.00 8,213.64 202 R&D OF BRICK COLUMNS EACH 12.00 420.00 204.47 377.41 202 R&D OF BRICK WALLS LF 653.00 189.82 5.25 10.91 202 R&D OF BRIDGE END TERMINAL EACH 2.00 1,500.00 1,500.00 1,500.00 * 202 R&D OF BUILDINGS EACH 91.00 55,000.00 0.01 4,097.64 202 R&D OF CANOPY EACH 6.00 1,500.00 10.00 481.28 202 R&D OF CATTLE GUARD EACH 5.00 600.00 319.55 501.38 202 R&D OF COLUMNS EACH 6.00 5,069.00 650.00 1,386.50 202 R&D OF CONC. DITCH PAVING SQYD 55,689.00 44.16 1.00 8.17 202 R&D OF CONC. HEADWALLS AND WINGWALLS EACH 1.00 1,069.00 1,069.00 1,069.00 * 202 R&D OF CONC.PARAPET WALL EACH 4.00 2,000.00 2,000.00 2,000.00 * 202 R&D OF CONCRETE DEBRIS CUYD 40.00 7.99 7.99 7.99 * 202 R&D OF CONCRETE DITCH PAVING LF 125.00 8.35 8.35 8.35 * 202 R&D OF CONCRETE DRIVEWAYS SQYD 18,575.00 37.68 1.00 10.89 202 R&D OF CONCRETE FOUNDATION SQYD 75.00 18.00 18.00 18.00 * 202 R&D OF CONCRETE ISLANDS SQYD 4,051.00 100.00 1.00 16.08 202 R&D OF CONCRETE MEDIAN BARRIER LF 1,726.00 150.00 1.00 119.36 202 R&D OF CONCRETE PARKING AREA SQYD 1,587.00 11.56 4.83 4.94 202 R&D OF CONCRETE PAVEMENT SQYD 24,284.00 50.00 8.78 15.16 202 R&D OF CONCRETE PIER PROTECTION LF 148.00 141.50 141.50 141.50 * 202 R&D OF CONCRETE SLABS SQYD 612.00 100.00 3.10 15.69 202 R&D OF CONCRETE STRUCTURES EACH 5.00 700.00 700.00 700.00 * 202 R&D OF CONCRETE WALKS SQYD 2,358.00 67.00 3.42 7.98 202 R&D OF CONCRETE WALLS LF 220.00 25.00 25.00 25.00 * 202 R&D OF CRASH CUSHIONS EACH 2.00 500.00 500.00 500.00 * 202 R&D OF CURB LF 7,356.00 25.00 3.90 7.60 202 R&D OF CURB AND GUTTER LF 21,606.00 50.00 1.00 6.16 202 R&D OF DELINEATOR POST EACH 15.00 100.00 100.00 100.00 * 202 R&D OF DOSING TANK EACH 1.00 1,140.00 1,140.00 1,140.00 * 202 R&D OF DROP INLETS EACH 154.00 2,000.00 1.00 706.71 202 R&D OF FENCE LF 255,728.00 15.00 0.54 1.67 202 R&D OF FLAG POLE EACH 11.00 300.00 60.00 150.91 202 R&D OF FOOT BRIDGE EACH 1.00 0.01 0.01 0.01 *

UNIT PRICES PAGE 2 of 18 202 R&D OF FOUNDATIONS SQYD 49.00 57.95 54.50 56.19 202 R&D OF FRAME SHED EACH 1.00 2,402.91 2,402.91 2,402.91 * 202 R&D OF GATE POSTS EACH 6.00 111.34 111.34 111.34 * 202 R&D OF GATES EACH 139.00 750.00 40.00 236.83 202 R&D OF GUARDRAIL LF 73,770.00 15.00 1.00 5.29 202 R&D OF HANDRAIL LF 273.00 18.70 6.00 16.51 202 R&D OF HEADWALLS EACH 28.00 536.00 1.00 404.61 202 R&D OF HOUSE FOUNDATION LF 285.00 12.00 12.00 12.00 * 202 R&D OF IMPACT ATTEN.BARRIER EACH 20.00 3,300.00 850.00 1,682.19 202 R&D OF IMPACT.ATTN.BARRIER EACH 1.00 1,208.55 1,208.55 1,208.55 * 202 R&D OF ISLANDS SQYD 18.00 10.12 10.12 10.12 * 202 R&D OF JUNCTION BOXES EACH 7.00 1,800.00 863.25 997.07 202 R&D OF LIGHT POLE EACH 2.00 133.13 133.13 133.13 * 202 R&D OF LIGHTS EACH 3.00 650.00 650.00 650.00 * 202 R&D OF LUMINAIRE POLE & FOUNDATION EACH 25.00 950.00 500.00 711.93 202 R&D OF LUMINAIRE POLES EACH 6.00 2,000.00 110.00 445.00 202 R&D OF MAILBOXES EACH 3.00 500.00 500.00 500.00 * 202 R&D OF OVERHEAD SIGN STRUCTURE EACH 15.00 5,664.91 299.68 4,689.92 202 R&D OF PIER PROTECTION LF 624.00 162.00 162.00 162.00 * 202 R&D OF PIPE LF 743.00 11.40 8.95 10.29 202 R&D OF PIPE CULVERTS EACH 1,372.00 8,600.00 1.00 626.06 202 R&D OF PIPE UNDERDRAINS LF 2,000.00 2.95 2.95 2.95 * 202 R&D OF PLANTERS EACH 71.00 3,827.16 0.01 271.14 202 R&D OF PLOWABLE PAVEMENT MARKER EACH 4,523.00 272.50 72.00 197.74 202 R&D OF POLE & FOUNDATION EACH 6.00 372.75 0.01 232.13 202 R&D OF POSTS EACH 140.00 1,100.00 96.08 271.71 202 R&D OF RETAINING WALLS LF 2,188.00 300.00 0.01 190.73 202 R&D OF RISER EACH 1.00 1,260.00 1,260.00 1,260.00 * 202 R&D OF ROCK COLUMNS EACH 9.00 300.00 50.00 244.44 202 R&D OF ROCK WALLS LF 282.00 189.82 18.50 40.37 202 R&D OF SAFETY END SECTIONS EACH 2.00 1,185.12 1,185.12 1,185.12 * 202 R&D OF SATELLITE DISH EACH 2.00 260.00 260.00 260.00 * 202 R&D OF SEPTIC SYSTEM EACH 16.00 2,800.00 175.00 1,718.40 202 R&D OF SIDEWALKS SQYD 2,500.00 5.50 5.50 5.50 * 202 R&D OF SIGN FOUNDATIONS EACH 266.00 1,500.00 0.01 383.01 202 R&D OF SIGN POLE EACH 5.00 100.00 100.00 100.00 * 202 R&D OF SIGN POLE & FOUNDATION EACH 3.00 1,450.00 1,450.00 1,450.00 * 202 R&D OF SIGN POST EACH 2.00 25.00 25.00 25.00 202 R&D OF SIGNS EACH 614.00 1,468.23 12.00 128.05 202 R&D OF SPRINKLER SYSTEM EACH 4.00 5,450.00 1,000.00 3,312.50 202 R&D OF STEPS SQYD 21.00 146.10 14.50 33.30 202 R&D OF STORM CELLAR EACH 10.00 2,800.00 319.55 909.75 202 R&D OF TERMINAL ANCHOR POSTS EACH 50.00 350.00 217.15 255.66 202 R&D OF TIRES EACH 16.00 50.00 50.00 50.00 202 R&D OF U-DRAIN OUTLET PROTECT. EACH 8.00 159.63 159.63 159.63 * 202 R&D OF UNDERGROUND ELECTRICAL LINE LF 471.00 11.40 11.40 11.40 * 202 R&D OF WALKS SQYD 8,537.68 500.00 1.00 7.41 202 R&D OF WALLS LF 1,522.00 5,000.00 1.00 48.81 202 R&D OF WATER SPIGOT EACH 3.00 545.00 79.88 234.92 202 R&D OF WELL EACH 11.00 3,500.00 400.00 1,979.82 202 R&D OF WELL HOUSE EACH 5.00 20.00 20.00 20.00 * 202 R&D OF WINGWALLS EACH 3.00 506.66 506.66 506.66 * 202 R&D OF WIRE ROPE SAFETY FENCE LF 112,177.00 20.00 0.26 1.46

UNIT PRICES PAGE 3 of 18 202 R&D OF WOODEN BRIDGES EACH 1.00 17,000.00 17,000.00 17,000.00 * 202 R&D OF WRSF END TERMINAL EACH 1.00 507.12 507.12 507.12 * 202 R&D OF YARD DRAIN EACH 1.00 458.00 458.00 458.00 * 202 REMOVAL OF EXISTING PCC PAVEMENT SQYD 125,870.00 14.36 14.36 14.36 * 202 REMOVAL OF RUMBLE STRIP LF 51,406.00 18.29 2.00 5.00 202 REMV. & RELOCATION OF LIGHT POLE EACH 4.00 2,130.00 513.00 1,321.50 202 REMV. AND RELOCATION OF SIGN EACH 10.00 1,368.00 100.00 462.50 202 REMV. OF CORRUGATIONS IN CONC. PAVEMENT SQYD 5,574.00 270.33 247.60 256.34 202 REMV. OF EXIST. P.C.C.PAVEMENT SQYD 11,039.00 11.00 10.00 10.84 202 REMV. OF EXST.PCC PAVEMENT SQYD 556,068.00 19.80 8.87 12.85 202 REMV. OF RUMBLE STRIPS IN CONC. PAVEMENT SQYD 6,886.00 185.00 97.88 180.04 205 REMV. OF PLOWABLE PVMT. MARKER EACH 84.00 25.00 25.00 25.00 * 205 REMV.EXIST.BR.STR.(SITE 1) L.S. 38.00 2,068,000.00 3,000.00 185,525.58 205 REMV.EXIST.BR.STR.(SITE 2) L.S. 13.00 1,000,000.00 15,000.00 148,065.60 205 REMV.EXIST.BR.STR.(SITE 3) L.S. 7.00 350,000.00 8,626.93 135,922.03 205 REMV.EXIST.BR.STR.(SITE 4) L.S. 3.00 46,776.90 30,500.00 38,092.30 205 REMV.EXIST.BR.STR.(SITE 5) L.S. 3.00 85,221.00 1.00 46,407.33 205 REMV.EXIST.BR.STR.(SITE 6) L.S. 3.00 85,221.00 1.00 46,407.33 206 FLOWABLE SELECT MATERIAL CUYD 1,517.00 320.09 150.00 208.49 207 STONE BACKFILL TON 37,757.00 68.00 20.75 26.25 208 FENCE REMV.& RECONSTRUCTED LF 239.00 9.00 9.00 9.00 * 210 BORROW CUYD 13,763.00 20.00 9.63 11.05 210 CHANNEL RELOCATION AND RESTORATION L.S. 1.00 50,429.96 50,429.96 50,429.96 * 210 COHESIVE SOIL BACKFILL CUYD 1,404.00 25.00 25.00 25.00 * 210 COMPACTED EMBANKMENT CUYD 6,013,585.00 80.51 1.00 10.17 210 COMPACTED EMBANKMENT(SP) CUYD 223,587.00 58.50 20.00 28.95 210 PRESPLITTING SQYD 12,716.00 18.00 4.24 16.59 210 ROCK FILL TON 16,400.00 32.62 32.62 32.62 * 210 ROCK FILL CUYD 237,388.00 43.28 1.00 27.21 210 SELECT GRANULAR BACKFILL CUYD 148,173.00 84.00 38.00 43.63 210 SHAPING DITCH STA 10.00 1,000.00 1,000.00 1,000.00 * 210 SOIL STABILIZATION TON 26,637.00 500.00 50.00 242.13 210 UNCLASSIFIED EXCAVATION CUYD 4,884,620.00 570.00 1.00 8.15 213 SHAPING ROADWAY SECTION STA 6.00 3,015.11 3,015.11 3,015.11 * 214 SUBGRADE PREPARATION (DRIVEWAY) SQYD 2,250.00 12.95 4.51 7.32 215 TRENCH.AND SHOULDER PREP. STA 2,549.00 6,491.00 35.00 126.32 215 TRENCH.EXISTING SHOULDERS STA 264.00 410.00 410.00 410.00 * 216 SCARIFYING AND RECOMPACTING ROADWAY STA 304.00 598.00 380.00 564.85 302 SELECTED MATERIAL (CL. SM-1) CUYD 110,413.00 12.00 12.00 12.00 * 303 AGGR.BASE COURSE (BASE REPL.) TON 1,500.00 46.20 46.20 46.20 * 303 AGGR.BASE COURSE(CLASS 1) CUYD 882.00 25.75 25.75 25.75 * 303 AGGR.BASE COURSE(CLASS 1) TON 86,792.00 42.67 16.36 20.27 303 AGGR.BASE COURSE(CLASS 5) TON 50,367.00 37.14 21.30 31.50 303 AGGR.BASE COURSE(CLASS 7) CUYD 158.00 64.00 64.00 64.00 * 303 AGGR.BASE COURSE(CLASS 7) TON 2,965,352.00 87.62 1.00 24.99 303 AGGREGATE SURFACE COURSE (CLASS D-8) TON 14,558.00 30.00 12.50 17.67 305 RECONSTRUCTED BASE COURSE STA 664.00 700.00 223.00 315.25 307 CEMENT IN TREATED BASE COURSE TON 6,609.00 202.30 202.30 202.30 * 307 PROCESS.CMNT.TRTD.BS.CRSE-8" SQYD 195,303.00 1.79 1.79 1.79 * 307 SOIL AGGR.CMNT.TRTD.BS.CRSE-8" SQYD 195,303.00 4.31 4.31 4.31 * 308 AGGR.CMNT.STAB.CRSHD.STN.BS.CRS. TON 219,397.00 66.00 10.95 18.07 308 CEMENT IN CMNT.STAB.CRSHD.STN.BS. TON 14,003.00 280.00 124.00 175.27 308 PROCESS.CMNT.STAB.CRSHD.STN.BS. SQYD 667,516.00 17.20 8.00 10.28

UNIT PRICES PAGE 4 of 18 309 P. C. CONCRETE BASE-3" SQYD 557.00 40.00 40.00 40.00 * 309 P.C.CONCRETE BASE-4" SQYD 1,571.00 32.32 1.00 23.42 309 P.C.CONCRETE BASE-5" SQYD 1,972.00 56.17 51.50 53.15 309 P.C.CONCRETE BASE-6" SQYD 4,784.00 164.57 45.00 63.54 309 P.C.CONCRETE BASE-6.5" SQYD 54.00 252.82 252.82 252.82 * 309 P.C.CONCRETE BASE-7.5" SQYD 538.00 70.00 70.00 70.00 * 309 P.C.CONCRETE BASE-8" SQYD 3,094.00 80.00 1.00 40.61 309 P.C.CONCRETE BASE-9" SQYD 2,490.00 80.00 80.00 80.00 * 401 FOG SEAL GAL 12,074.00 3.21 3.21 3.21 * 401 PRIME COAT GAL 222,517.00 11.00 2.80 3.87 401 TACK COAT GAL 1,244,282.00 15.00 0.01 2.81 402 MINERAL AGGR. IN A.S.T.(CL3) TON 1,131.00 24.50 24.50 24.50 * 402 MINERAL AGGR.IN A.S.T.(CL1) TON 15,733.00 80.00 45.00 59.49 402 MINERAL AGGR.IN A.S.T.(CL2) TON 18,365.00 65.15 27.25 46.80 402 MINERAL AGGR.IN A.S.T.(CL4) TON 1,608.00 76.00 46.70 57.67 402 MINERAL AGGR.IN A.S.T.(CL5) TON 2,492.00 45.00 35.00 39.74 402 POLY.MOD.CAT.EMULS.ASPH(CRS2P) GAL 928,479.00 10.00 2.35 3.46 405 A.B.(PG64-22)ACHM BASE(1.5") TON 3,697.00 829.00 1.00 420.56 405 A.B.(PG70-22)ACHM BASE(1.5") TON 7,379.00 780.00 1.00 570.40 405 A.B.(PG76-22)ACHM BASE(1.5") TON 15,878.00 830.00 1.00 136.10 405 M.A. IN ACHM BASE COURSE(1.5") TON 638,425.00 218.00 1.00 52.26 406 A.B.(PG64-22)ACHM BINDER(1") TON 12,426.00 829.00 1.00 396.44 406 A.B.(PG70-22)ACHM BINDER(1") TON 11,719.00 780.00 1.00 521.34 406 A.B.(PG76-22)ACHM BINDER(1") TON 8,704.00 1,100.00 1.00 178.60 406 M.A. IN ACHM BINDER(1") TON 716,163.00 233.50 1.00 57.22 407 AB(PG64-22)ACHM SURF(1/2") TON 40,670.00 900.00 1.00 396.66 407 AB(PG64-22)ACHM SURF(3/8") TON 13,128.00 900.00 120.00 400.28 407 AB(PG70-22)ACHM SURF(1/2") TON 36,593.00 1,000.00 1.00 395.07 407 AB(PG70-22)ACHM SURF(3/8") TON 4,005.00 1,027.63 120.00 431.89 407 AB(PG76-22)ACHM SURF(1/2") TON 19,561.00 833.00 1.00 225.79 407 MA IN ACHM SURFACE(1/2") TON 1,748,422.00 240.00 1.00 62.12 407 MA IN ACHM SURFACE(3/8") TON 298,801.00 240.00 5.81 57.58 407 ULTRATHIN BONDED WEARING CRS (5/8"-TY B) SQYD 132,448.00 5.77 5.50 5.71 412 COLD MILLING ASPHALT PVMT. SQYD 1,402,934.00 183.00 0.50 2.87 414 ASPH.CONC.PATCH-MAINT. TON 3,914.00 720.00 1.00 254.17 415 ACHM PATCH.EXIST.RDWY. TON 11,006.00 573.00 50.00 200.71 415 ACHM PATCH.EXISTING SHOULDERS TON 50.00 360.00 360.00 360.00 * 501 P.C.C.PAVEMENT-12" SQYD 460,225.00 90.00 46.54 65.00 501 P.C.C.PAVEMENT-13" SQYD 351,163.00 80.00 66.00 72.41 501 P.C.C.PAVEMENT-14" SQYD 1,032.00 115.00 115.00 115.00 * 501 P.C.C.PAVEMENT-6" SQYD 267.00 163.00 163.00 163.00 * 501 P.C.C.PAVEMENT-9" SQYD 7,010.00 75.00 75.00 75.00 * 502 REINF.STEEL FOR PVMT.(BARS) LB 508,574.00 0.62 0.62 0.62 * 503 C.R.CONCRETE PAVEMENT-13" SQYD 13,508.00 80.00 80.00 80.00 * 504 APPROACH GUTTERS CUYD 3,152.63 1,100.00 1.00 574.05 504 APPROACH SLABS CUYD 9,319.87 788.35 1.00 446.44 505 P.C.CONCRETE DRIVEWAY SQYD 22,024.15 100.00 1.00 59.98 505 P.C.CONCRETE DRIVEWAY(SP) SQYD 154.60 91.00 91.00 91.00 * 506 P.C.CONCRETE CORRUGATIONS SQYD 385.00 54.19 22.41 47.83 507 P.C.C.P. PATCH-10" SQYD 1,809.00 225.00 223.78 224.90 507 P.C.C.P. PATCH-12" SQYD 6,236.00 300.00 110.00 227.90 507 P.C.C.P. PATCH-8" SQYD 1,891.00 325.00 53.00 123.63 507 R&D CONC. PVMT. FOR PATCH SQYD 8,215.00 125.00 42.50 87.08

UNIT PRICES PAGE 5 of 18 509 JOINT REHAB. (TYPE A) LF 101,877.00 5.55 2.50 3.58 509 JOINT REHAB. (TYPE B) LF 167,989.00 5.55 2.25 2.86 509 JOINT REHAB. (TYPE D) LF 375.00 3.00 3.00 3.00 * 510 GRINDING P.C.C.PAVEMENT SQYD 139,611.00 6.70 2.80 3.67 510 SCARIFYING CONCRETE PAVEMENT SQYD 19,270.00 21.98 6.90 8.90 513 RUBBLIZE P.C.C. PAVEMENT SQYD 166,987.00 2.83 2.50 2.75 601 MOBILIZATION L.S. 265.00 4,788,563.94 749.50 189,473.53 602 FURNISHING FIELD LAB. EACH 5.00 101,193.19 10,694.00 38,377.44 602 FURNISHING FIELD OFFICE EACH 72.00 395,000.00 1.00 33,465.34 603 12" TEMPORARY CULVERT LF 5,583.00 100.00 18.77 32.72 603 18" TEMPORARY CULVERT LF 7,534.00 148.73 17.00 42.70 603 22" X 14" TEMPORARY CULVERT LF 95.00 48.81 48.81 48.81 * 603 24" TEMPORARY CULVERT LF 2,237.00 122.61 11.00 73.76 603 30" TEMPORARY CULVERT LF 54.00 78.00 78.00 78.00 * 603 36" TEMPORARY CULVERT LF 26.00 64.88 64.88 64.88 * 603 42" TEMPORARY CULVERT LF 116.00 168.50 95.00 100.07 603 48" TEMPORARY CULVERT LF 1,219.00 110.00 85.00 100.42 603 54" TEMPORARY CULVERT LF 312.00 90.01 90.01 90.01 * 603 60" TEMPORARY CULVERT LF 1,350.00 250.00 95.95 125.44 603 72" TEMPORARY CULVERT LF 1,326.00 251.00 135.50 169.36 603 MAINTENANCE OF TRAFFIC L.S. 263.00 2,084,543.24 1.00 80,344.08 603 TEMP.BR.STR.(24' RDWY.) LF 298.00 3,600.00 2,500.00 2,905.70 603 TRAFFIC CONTROL SUPERVISOR L.S. 11.00 938,388.74 1.00 221,394.74 604 ADVANCE WARNING ARROW PANEL DAY 11,730.00 26.50 10.00 17.27 604 AWIS MOBILIZATION L.S. 7.00 520,000.00 27,342.00 173,288.86 604 AWIS OPERATION MNTH 171.00 39,369.60 1,000.00 16,960.20 604 BARRICADES LF 9,516.00 120.00 13.00 21.71 604 BARRICADES LEFT IN PLACE LF 16.00 26.16 26.16 26.16 * 604 CONST.PAVEMENT MARKINGS LF 6,503,943.00 8.00 0.01 0.69 604 CONST.PAVEMENT MARKINGS (ARROW) EACH 145.00 207.00 1.00 92.79 604 CONST.PAVEMENT MARKINGS (WORD) EACH 45.00 350.00 105.00 243.44 604 DEVICE RELOCATION EACH 94.00 1,700.00 525.00 967.40 604 FURN,INSTL,&LIP PRCST.CON.BAR. LF 4,558.00 85.00 1.00 56.55 604 FURN. & INSTL. CLSD. CIRCT. TV. SYS. EACH 21.00 60,000.00 5,250.00 15,065.62 604 FURN. & INSTL. PUBLIC NOTIFICATION SYS. EACH 12.00 60,000.00 5,250.00 20,589.67 604 FURN. & INSTL. VARIABLE MESSAGE SIGN EACH 43.00 60,000.00 4,120.00 14,863.97 604 FURN. & INSTL.VEHICLE DETECTION SYSTEM EACH 170.00 8,621.00 1,800.00 4,031.90 604 FURN.&INSTL.PRCST.CONC.BARR. LF 493,726.00 125.00 1.00 46.53 604 MOBILE SPEED NOTIF. SYSTEM EACH 17.00 9,549.24 4,400.00 6,354.55 604 MODULAR GLARE SHIELD LF 400.00 15.30 15.30 15.30 * 604 MOTORIST ASSISTANCE PATROL L.S. 2.00 487,000.00 360,000.00 423,500.00 604 PORT.CHANGEABLE MESSAGE SIGN DAY 10.00 100.00 100.00 100.00 * 604 PORT.CHANGEABLE MESSAGE SIGN WEEK 4,114.00 500.00 1.00 214.55 604 PORT.CONSTRUCTION LIGHTING DAY 800.00 138.69 138.69 138.69 * 604 RELO.PRECAST CONCRETE BARRIER LF 566,598.00 30.00 1.00 5.15 604 REMOVABLE CONST.PVMT.MRK. LF 1,115,919.00 121.00 1.00 2.80 604 REMOVABLE CONST.PVMT.MRK.(ARROW) EACH 22.00 453.00 200.00 315.00 604 REMOVABLE CONST.PVMT.MRK.(WORD) EACH 22.00 566.00 400.00 475.45 604 REMOVAL OF CONST.PVMT.MRK(ARROW) EACH 58.00 155.25 15.75 44.24 604 REMOVAL OF CONST.PVMT.MRK(WORD) EACH 29.00 207.00 15.75 119.03 604 REMOVAL OF CONST.PVMT.MRK. LF 1,922,265.00 3.50 0.11 1.48 604 REMOVAL OF PERM.PVMT.MRK. LF 1,300,394.00 15.98 0.11 1.78 604 REMOVAL OF PERM.PVMT.MRK.(ARROW) EACH 21.00 340.00 150.00 250.71

UNIT PRICES PAGE 6 of 18 604 REMOVAL OF PERM.PVMT.MRK.(WHLCHR EMB.) EACH 8.00 319.50 160.00 239.75 604 REMOVAL OF PERM.PVMT.MRK.(WORD) EACH 15.00 453.00 150.00 353.00 604 SIGNS SQFT 118,490.00 100.00 1.00 10.26 604 SIGNS LEFT IN PLACE SQFT 98.00 16.35 13.20 15.95 604 TEMPORARY PORTABLE RUMBLE STRIPS EACH 12.00 1,520.79 1,520.79 1,520.79 * 604 TRAFFIC DRUMS EACH 27,590.00 200.00 1.00 47.20 604 VERTICAL PANELS EACH 7,104.00 150.00 1.00 48.83 605 CONC.DITCH PAVING(TYPE A) SQYD 15,202.00 110.00 1.00 46.43 605 CONC.DITCH PAVING(TYPE B) SQYD 210,074.00 191.00 1.00 47.77 605 CONC.DITCH PAVING(TYPE SP) SQYD 1,040.00 56.67 56.67 56.67 * 606 12" CORR.ALUM.PIPE CLVT.-16G LF 260.00 82.00 82.00 82.00 * 606 12" R.C.PIPE CULVERTS(CL.3) LF 18.00 46.21 1.00 23.60 606 12" SIDE DRAIN LF 2,712.00 41.67 25.00 34.34 606 12" ZC(GALV)C.ST.PIPE CLVT.-16G LF 523.00 80.00 57.00 73.79 606 18" AL.C.C.ST.PIPE CLVT.-16G LF 44.00 55.00 55.00 55.00 * 606 18" FES C.ST.PIPE CLVT. EACH 2.00 350.00 350.00 350.00 * 606 18" FES R.C.PIPE CLVT. EACH 179.00 3,205.23 1.00 1,077.10 606 18" HIGH DENSITY POLYETHYLENE PIPE LF 177.00 35.00 35.00 35.00 * 606 18" R.C.PIPE CULVERTS(CL.3) LF 45,819.00 500.00 1.00 44.72 606 18" R.C.PIPE CULVERTS(CL.4) LF 188.00 113.21 1.00 81.62 606 18" R.C.PIPE CULVERTS(CL.5) LF 342.00 115.78 51.66 110.52 606 18" SAFETY E.S. C.D.-2 EACH 14.00 1,614.22 1.00 1,356.85 606 18" SAFETY E.S. S.D.-1 EACH 1.00 1,315.00 1,315.00 1,315.00 * 606 18" SIDE DRAIN LF 31,867.00 150.00 22.39 46.05 606 21"X15" SIDE DRAIN LF 3,154.00 100.00 36.27 39.30 606 22" X 14" R.C.ARCH PIPE CLVT.(CL.3) LF 626.00 129.21 80.00 102.35 606 22" X 14" R.C.ARCH PIPE CLVT.(CL.4) LF 79.00 138.16 138.16 138.16 * 606 22"X14" FES R.C.ARCH PIPE CLVT. EACH 4.00 3,246.27 1,350.00 1,824.07 606 24" AL.C.C.ST.PIPE CLVT.-16G LF 954.00 434.52 45.00 65.61 606 24" FES C.ST.PIPE CLVT. EACH 24.00 950.00 346.50 720.45 606 24" FES R.C.PIPE CLVT. EACH 413.00 4,000.00 1.00 1,437.33 606 24" R.C.PIPE CULVERTS(CL.3) LF 46,447.00 503.29 1.00 66.36 606 24" R.C.PIPE CULVERTS(CL.4) LF 4,922.00 213.75 36.12 67.36 606 24" R.C.PIPE CULVERTS(CL.5) LF 3,978.00 550.00 54.00 161.15 606 24" R.C.PIPE CULVERTS(CL.5) (J&B) LF 822.00 927.01 927.01 927.01 * 606 24" SAFETY E.S. C.D.-1 EACH 2.00 951.00 951.00 951.00 * 606 24" SAFETY E.S. C.D.-2 EACH 28.00 1,807.03 1.00 1,395.31 606 24" SIDE DRAIN LF 12,656.00 175.00 26.32 54.20 606 28"X20" SAFETY E.S. C.D.-1 EACH 2.00 932.48 932.48 932.48 * 606 28"X20" SIDE DRAIN LF 176.00 67.00 37.00 55.58 606 29" X 18" R.C.ARCH PIPE CLVT.(CL.3) LF 854.00 175.36 48.00 79.48 606 29" X 18" R.C.ARCH PIPE CLVT.(CL.4) LF 226.00 118.00 92.24 98.40 606 29" X 18" R.C.ARCH PIPE CLVT.(CL.5) LF 116.00 95.05 95.05 95.05 * 606 29"X18" FES R.C.ARCH PIPE CLVT. EACH 29.00 3,303.69 600.00 1,731.35 606 29"X18" SIDE DRAIN LF 240.00 53.00 51.00 52.17 606 30" AL.C.C.ST.PIPE CLVT.-16G LF 172.00 115.00 66.93 69.17 606 30" FES C.ST.PIPE CLVT. EACH 15.00 1,800.00 640.87 1,041.80 606 30" FES R.C.PIPE CLVT. EACH 134.00 4,500.00 1.00 1,689.92 606 30" HIGH DENSITY POLYETHYLENE PIPE LF 134.00 72.00 72.00 72.00 * 606 30" R.C.PIPE CULVERTS(CL.3) LF 8,162.00 524.42 1.00 103.74 606 30" R.C.PIPE CULVERTS(CL.4) LF 990.00 141.00 88.00 96.58 606 30" R.C.PIPE CULVERTS(CL.5) LF 461.00 539.38 1.00 158.08 606 30" SAFETY E.S. C.D.-2 EACH 9.00 4,876.41 800.00 4,423.48

UNIT PRICES PAGE 7 of 18 606 30" SIDE DRAIN LF 1,821.00 141.00 48.00 59.22 606 35"X24" AL.C.C.ST.ARCH PIPE CLVT.-14G LF 70.00 59.10 59.10 59.10 * 606 35"X24" FES C.ST.ARCH PIPE CLVT. EACH 2.00 675.00 675.00 675.00 * 606 35"X24" SIDE DRAIN LF 36.00 105.00 105.00 105.00 * 606 36" AL.C.C.ST.PIPE CLVT.-14G LF 1,334.00 135.00 79.61 83.83 606 36" FES C.ST.PIPE CLVT. EACH 26.00 1,990.00 830.65 1,175.78 606 36" FES R.C.PIPE CLVT. EACH 128.00 4,300.00 1.00 2,314.94 606 36" HIGH DENSITY POLYETHYLENE PIPE LF 188.00 73.00 73.00 73.00 * 606 36" R.C.PIPE CULVERTS(CL.3) LF 12,907.00 400.00 1.00 99.12 606 36" R.C.PIPE CULVERTS(CL.4) LF 1,675.00 199.91 73.08 105.95 606 36" R.C.PIPE CULVERTS(CL.5) LF 1,756.00 825.00 1.00 486.31 606 36" R.C.PIPE CULVERTS(CL.5) (J&B) LF 245.00 932.27 932.27 932.27 * 606 36" SAFETY E.S. C.D.-1 EACH 1.00 1,522.00 1,522.00 1,522.00 * 606 36" SAFETY E.S. C.D.-2 EACH 3.00 5,296.35 5,296.35 5,296.35 * 606 36" SIDE DRAIN LF 1,945.00 88.26 63.71 72.47 606 36" X 23" R.C.ARCH PIPE CLVT.(CL.3) LF 452.00 157.62 119.50 153.99 606 36"X23" FES R.C.ARCH PIPE CLVT. EACH 2.00 2,015.50 2,015.50 2,015.50 * 606 36"X23" SIDE DRAIN LF 66.00 66.00 66.00 66.00 * 606 4" SIDE DRAIN LF 24.00 27.40 27.40 27.40 * 606 42" AL.C.C.ST.PIPE CLVT.-14G LF 278.00 165.00 89.27 101.26 606 42" FES C.ST.PIPE CLVT. EACH 6.00 2,300.00 1,273.63 1,957.88 606 42" FES R.C.PIPE CLVT. EACH 57.00 5,010.27 2,345.00 3,353.90 606 42" R.C.PIPE CULVERTS(CL.3) LF 2,890.00 300.00 1.00 192.66 606 42" R.C.PIPE CULVERTS(CL.4) LF 514.00 193.03 125.00 172.76 606 42" R.C.PIPE CULVERTS(CL.5) LF 86.00 180.00 161.48 173.97 606 42" SAFETY E.S. C.D.-2 EACH 1.00 6,431.69 6,431.69 6,431.69 * 606 42" SIDE DRAIN LF 80.00 92.59 92.59 92.59 * 606 42"X29" SIDE DRAIN LF 60.00 86.57 86.57 86.57 * 606 44" X 27" R.C.ARCH PIPE CLVT.(CL.3) LF 208.00 102.19 102.19 102.19 * 606 44" X 27" R.C.ARCH PIPE CLVT.(CL.5) LF 58.00 185.00 185.00 185.00 * 606 44"X27" FES R.C.ARCH PIPE CLVT. EACH 4.00 3,450.00 1,888.72 2,669.36 606 48" FES R.C.PIPE CLVT. EACH 69.00 8,200.00 1.00 3,230.05 606 48" R.C.PIPE CULVERTS(CL.3) LF 2,327.00 300.00 1.00 151.99 606 48" R.C.PIPE CULVERTS(CL.4) LF 680.00 234.00 138.00 207.74 606 48" R.C.PIPE CULVERTS(CL.5) LF 703.00 195.29 1.00 98.72 606 48" SIDE DRAIN LF 504.00 110.12 78.00 94.78 606 51" X 31" R.C.ARCH PIPE CLVT.(CL.3) LF 36.00 214.04 214.04 214.04 * 606 51"X31" FES R.C.ARCH PIPE CLVT. EACH 2.00 3,326.99 3,326.99 3,326.99 * 606 54" FES R.C.PIPE CLVT. EACH 5.00 5,250.00 3,250.00 4,350.00 606 54" R.C.PIPE CULVERTS(CL.3) LF 725.00 250.00 180.00 213.35 606 54" R.C.PIPE CULVERTS(CL.4) LF 94.00 310.00 310.00 310.00 * 606 54" SIDE DRAIN LF 46.00 93.00 93.00 93.00 * 606 59" X 36" R.C.ARCH PIPE CLVT.(CL.3) LF 1,556.00 220.00 215.00 217.23 606 59"X36" FES R.C.ARCH PIPE CLVT. EACH 1.00 5,000.00 5,000.00 5,000.00 * 606 60" AL.C.C.ST.PIPE CLVT.-16G LF 56.00 250.00 250.00 250.00 * 606 60" FES C.ST.PIPE CLVT. EACH 4.00 4,600.00 4,600.00 4,600.00 * 606 60" FES R.C.PIPE CLVT. EACH 18.00 8,000.00 1.00 4,574.22 606 60" R.C.PIPE CULVERTS(CL.3) LF 231.00 232.85 1.00 167.14 606 60" R.C.PIPE CULVERTS(CL.4) LF 620.00 270.00 225.00 233.42 606 60" R.C.PIPE CULVERTS(CL.5) LF 634.00 267.50 1.00 134.25 606 60" SIDE DRAIN LF 38.00 99.00 99.00 99.00 * 606 72" FES R.C.PIPE CLVT. EACH 9.00 8,000.00 2,050.00 5,788.89 606 72" R.C.PIPE CULVERTS(CL.3) LF 233.00 320.00 160.00 234.85

UNIT PRICES PAGE 8 of 18 606 72" R.C.PIPE CULVERTS(CL.4) LF 60.00 500.00 500.00 500.00 * 606 72" R.C.PIPE CULVERTS(CL.5) LF 248.00 300.00 300.00 300.00 * 606 72" SIDE DRAIN LF 96.00 225.00 225.00 225.00 * 606 CULVERT CLEAN OUT EACH 144.00 7,500.00 1.00 2,245.89 606 SELECTED PIPE BACKFILL CUYD 8.00 100.00 100.00 100.00 * 606 SELECTED PIPE BEDDING CUYD 13,424.00 118.18 1.00 32.79 606 SLIP LINE PIPE (24") LF 2,548.00 130.00 130.00 130.00 * 606 SLIP LINE PIPE (30") LF 172.00 250.00 250.00 250.00 * 606 SLIP LINE PIPE (36") LF 1,529.00 180.00 180.00 180.00 * 606 SLIP LINE PIPE (42") LF 450.00 220.00 220.00 220.00 * 607 THREE-SIDED PRECAST CLVT.(28'X12') LF 249.00 3,294.47 3,294.47 3,294.47 * 609 DROP INLET EXTENSIONS (4') EACH 265.00 6,568.53 1.00 1,014.78 609 DROP INLET EXTENSIONS (8') EACH 81.00 6,568.53 1.00 1,618.35 609 DROP INLETS (TYPE C) EACH 26.00 8,246.39 3,800.00 4,628.18 609 DROP INLETS (TYPE E) EACH 11.00 4,557.50 1.00 3,450.82 609 DROP INLETS (TYPE MO) EACH 407.00 6,567.22 1.00 3,715.02 609 DROP INLETS (TYPE N1) EACH 3.00 4,700.00 4,700.00 4,700.00 * 609 DROP INLETS (TYPE N2) EACH 9.00 7,756.90 3,865.00 5,108.20 609 DROP INLETS (TYPE N3) EACH 4.00 3,676.00 1.00 1,838.50 609 DROP INLETS (TYPE RM MODIFIED) EACH 7.00 8,523.42 8,523.42 8,523.42 * 609 DROP INLETS (TYPE RM) EACH 36.00 8,400.00 3,408.49 6,765.39 609 DROP INLETS (TYPE SPECIAL) EACH 27.00 12,562.79 1.00 5,714.00 609 DROP INLETS (TYPE ST) EACH 512.00 8,495.35 1.00 4,959.10 609 DROP INLETS (TYPE TM) EACH 13.00 7,804.08 1.00 6,284.89 609 JUNCT. BOXES (TYPE E) EACH 17.00 6,542.62 3,750.00 5,053.64 609 JUNCT. BOXES (TYPE ST) EACH 19.00 9,791.67 1.00 5,640.92 609 YARD DRAINS EACH 41.00 2,700.00 1,000.00 1,392.97 611 4" PIPE UNDERDRAINS LF 346,713.00 20.00 1.00 8.76 611 FLUSHING UNDERDRAIN LF 46,244.00 1.50 1.50 1.50 * 611 UNDERDRAIN COVER LF 40,383.00 2.93 2.93 2.93 * 611 UNDERDRAIN OUTLET PROTECTORS EACH 1,244.00 1,200.00 1.00 466.09 611 UNDERDRAIN VIDEO INSPECTION LF 60,358.00 6.50 0.37 0.90 614 CONCRETE SPILLWAY (TYPE A) EACH 10.00 3,792.63 1,325.00 2,367.53 615 PVMT.REPAIR O/CLVT.(ASPHALT) TON 4,184.00 600.00 1.00 220.70 615 PVMT.REPAIR O/CLVT.(CONCRETE) CUYD 1,450.00 889.68 150.00 314.88 616 36" AUTOMATIC FLOODGATES EACH 2.00 3,200.00 3,200.00 3,200.00 * 617 GUARDRAIL (TYPE A SPECIAL) LF 275.00 28.00 28.00 28.00 * 617 GUARDRAIL (TYPE A) LF 78,199.00 45.00 1.00 21.64 617 GUARDRAIL TERMINAL (TYPE 2) EACH 251.00 3,394.51 1.00 2,060.23 617 TERM.ANCHOR POSTS (TYPE 1) EACH 163.00 1,200.00 1.00 693.27 617 THRIE BEAM GUARDRAIL TERM. EACH 272.00 2,527.82 1.00 1,665.18 618 GUARD CABLE MOVED & RECONST. LF 100.00 20.00 20.00 20.00 * 618 TEMPORARY TERMINAL ANCHOR FOR WRSF EACH 1.00 12,000.00 12,000.00 12,000.00 * 618 WIRE ROPE SAFETY FENCE LF 170,864.00 82.50 5.40 8.31 618 WIRE ROPE SAFETY FENCE (POST REPAIR) EACH 200.00 342.00 12.27 158.17 618 WIRE ROPE SAFETY FENCE END TERMINAL EACH 4.00 16,895.00 2,567.00 9,553.00 618 WIRE ROPE SAFETY FENCE MAINT. MATERIALS L.S. 3.00 10,738.41 8,043.00 9,027.14 619 12' STEEL GATES EACH 4.00 750.00 575.00 662.50 619 16' STEEL GATES EACH 185.00 1,260.00 250.00 594.23 619 18' STEEL GATES EACH 1.00 800.00 800.00 800.00 * 619 20' STEEL GATES EACH 7.00 1,300.00 750.00 921.43 619 24' STEEL GATES EACH 1.00 1,600.00 1,600.00 1,600.00 * 619 3' STEEL CHAIN LINK FENCE LF 1,436.00 16.00 16.00 16.00 *

UNIT PRICES PAGE 9 of 18 619 4' STEEL CHAIN LINK FENCE LF 2,920.00 31.70 14.50 20.02 619 4' STEEL GATE EACH 1.00 300.00 300.00 300.00 * 619 5' STEEL CHAIN LINK FENCE LF 4,673.00 35.00 1.00 15.19 619 6' STEEL CHAIN LINK FENCE LF 2,382.00 54.93 20.00 22.84 619 7' STEEL CHAIN LINK FENCE LF 964.00 47.00 32.55 38.46 619 8' STEEL GATES EACH 4.00 575.00 500.00 537.50 619 WATER GATE EACH 8.00 9,500.00 1,500.00 5,287.50 619 WIRE FENCE (TYPE A) LF 35,139.00 35.00 1.00 7.26 619 WIRE FENCE (TYPE C) LF 43,454.00 13.00 4.00 6.60 619 WIRE FENCE (TYPE D) LF 60,365.00 30.80 3.50 5.12 619 WIRE FENCE (TYPE D-1) LF 42,800.00 25.00 3.65 5.20 619 WIRE FENCE (TYPE D-2) LF 16,006.00 6.65 3.85 5.28 620 LIME TON 3,706.00 750.00 1.00 110.88 620 MULCH COVER ACRE 4,602.47 5,563.31 1.00 964.17 620 SEEDING ACRE 1,788.09 10,000.00 1.00 1,013.52 620 SPECIAL MULCH COVER ACRE 55.66 1,725.00 875.00 1,137.40 620 SPECIAL SEEDING ACRE 70.42 4,600.00 1,012.50 1,505.03 620 SPECIAL SEEDING: NATIVE GRASSES ACRE 8.93 2,775.00 1,815.00 2,667.50 620 SPECIAL SEEDING: NATIVE WILDFLOWERS ACRE 8.93 2,775.00 1,815.00 2,667.50 620 WATER MGAL 253,955.92 9,450.00 1.00 5.84 621 DIVERSION DITCH LF 27,528.00 7.00 0.89 1.61 621 DROP INLET SILT FENCE LF 28,709.00 61.61 1.00 10.54 621 FILTER SOCK (18") LF 750.00 7.00 7.00 7.00 * 621 OBLITERATION OF SEDIMENT BASIN CUYD 290,745.00 65.00 0.01 3.98 621 PIPE FOR SLOPE DRAINS LF 6,041.00 46.06 4.00 14.06 621 ROCK DITCH CHECKS CUYD 15,875.00 289.00 1.00 58.43 621 SAND BAG DITCH CHECKS BAG 119,843.00 35.00 0.33 9.66 621 SEDIMENT BASIN CUYD 290,690.00 130.00 0.01 4.43 621 SEDIMENT REMOVAL & DISPOSAL CUYD 314,228.00 100.00 0.01 5.93 621 SILT FENCE LF 710,732.00 20.00 0.32 3.37 621 TEMPORARY SEEDING ACRE 2,792.64 4,584.65 1.00 713.66 621 TRIANGULAR SILT DIKE LF 3,197.00 33.78 9.91 20.43 621 WATTLE (12") LF 190.00 13.00 10.25 11.55 621 WATTLE (18") LF 300.00 9.68 9.68 9.68 * 621 WATTLE (20") LF 7,546.00 24.00 2.43 9.41 623 SECOND SEEDING APPLICATION ACRE 1,817.62 1,644.13 1.00 422.51 623 SPECIAL SECOND SEEDING ACRE 18.46 2,300.00 1,175.00 1,304.20 623 SPECIAL SECOND SEEDING APPLICATION ACRE 13.75 575.00 575.00 575.00 * 624 SOLID SODDING SQYD 232,188.00 43.00 1.00 4.59 625 GEOTEXTILE FABRIC (TYPE 10) SQYD 79,502.00 10.50 2.30 2.64 625 GEOTEXTILE FABRIC (TYPE 2) SQYD 47.00 8.75 8.75 8.75 * 625 GEOTEXTILE FABRIC (TYPE 5) SQYD 52,331.00 1.86 1.86 1.86 * 625 GEOTEXTILE FABRIC (TYPE 8) SQYD 55,968.00 2.00 2.00 2.00 * 625 GEOTEXTILE FABRIC (TYPE SPECIAL) SQYD 166,145.00 4.50 4.50 4.50 * 625 WOVEN GEOTEXTILE FABRIC SQYD 30,599.00 12.03 12.03 12.03 * 626 EROSION CONTROL MATTING-3 SQYD 164,149.00 11.75 5.50 7.04 628 TOPSOIL FURNISHED AND PLACED CUYD 28,742.00 125.00 8.00 12.35 631 CONC.BARR.WALL(MEDIAN TYPE A) LF 20,857.00 547.35 58.83 122.11 631 CONC.BARR.WALL(MEDIAN TYPE B) LF 38,612.00 250.00 1.00 127.41 631 CONC.BARR.WALL(MEDIAN TYPE C) LF 32,520.00 450.00 1.00 366.49 631 CONC.BARR.WALL(MEDIAN TYPE SP-1) LF 2,883.00 1,404.89 1.00 495.47 631 CONC.BARR.WALL(MEDIAN TYPE SP-2) LF 175.00 1,423.44 420.00 706.70 631 CONC.BARR.WALL(MEDIAN TYPE SP-3) LF 175.00 378.00 378.00 378.00 *

UNIT PRICES PAGE 10 of 18 631 CONC.BARR.WALL(MEDIAN TYPE SPEC.) LF 4,187.00 614.91 1.00 386.98 631 CONC.BARR.WALL(PARAPET TYPE SPEC.) LF 3,136.00 288.15 288.15 288.15 * 631 CONC.BARR.WALL(PARAPET TYPE SPEC.1) LF 1,662.00 353.02 353.02 353.02 * 631 CONC.BARR.WALL(PARAPET TYPE SPEC.2) LF 259.00 910.21 910.21 910.21 * 631 CONC.BARR.WALL(PARAPET TYPE SPEC.3) LF 160.00 1,255.51 1,255.51 1,255.51 * 631 CONC.BARR.WALL(PARAPET TYPE SPEC.4) LF 1,621.00 574.38 574.38 574.38 * 631 CONC.BARR.WALL(PARAPET TYPE SPEC.5) LF 2,731.00 416.30 416.30 416.30 * 631 CONC.BARR.WALL(PIER PROT.TYPE A) LF 554.00 300.00 213.27 233.14 631 CONC.BARR.WALL(SIDE TYPE A) LF 48,421.00 201.34 60.59 76.81 631 CONC.BARR.WALL(SIDE TYPE A-1) LF 1,225.00 200.00 200.00 200.00 * 631 CONC.BARR.WALL(SIDE TYPE E) LF 6,450.00 2,000.00 487.88 496.79 631 CONC.BARR.WALL(SIDE TYPE SPEC.) LF 2,249.00 1,267.88 300.00 466.46 631 CONC.BARR.WALL(SIDE TYPE SPEC.-1) LF 542.00 250.00 250.00 250.00 * 631 CONCRETE BARRIER WALL (MDN. TY. C SP.) LF 1,345.00 539.00 539.00 539.00 * 631 MOD.OF EXIST.BARRIER WALL LF 654.00 608.98 608.98 608.98 * 632 CONCRETE ISLAND SQYD 11,086.00 238.86 1.00 59.61 633 COLORED CONCRETE WALKS SQYD 288.00 100.00 100.00 100.00 * 633 CONCRETE STEPS SQYD 8.00 798.75 182.68 567.72 633 CONCRETE WALKS SQYD 39,645.00 150.00 1.00 45.74 633 CONCRETE WALKS (TY. SPECIAL) SQYD 441.00 260.00 100.00 213.56 633 CONCRETE WALKS (TYPE SPECIAL) SQYD 318.00 352.01 125.00 296.33 633 HAND RAILING LF 1,448.00 213.00 55.00 92.86 634 CC CURB & GUTTER(TYPE E-1)(2') LF 1,622.00 33.00 17.00 26.17 634 CC CURB & GUTTER-A (1'6") LF 99,173.00 99.80 1.00 21.47 634 CC CURB & GUTTER-A (2') LF 184.00 25.00 25.00 25.00 * 634 CC CURB & GUTTER-A (2'6") LF 2,021.00 23.98 23.98 23.98 * 634 CC CURB & GUTTER-B1 (1'6") LF 8,266.00 45.00 15.00 18.51 634 CONCRETE CURB (TYPE A) LF 110.00 30.00 30.00 30.00 * 634 CONCRETE CURB (TYPE B) LF 2,582.00 50.00 12.12 14.51 634 CONCRETE CURB (TYPE D) LF 331.00 22.00 1.00 13.73 635 ROADWAY CONSTRUCTION CONTROL L.S. 87.00 994,747.90 1.00 86,156.06 636 BRIDGE CONSTRUCTION CONTROL L.S. 39.00 800,000.00 1.00 91,498.86 637 MAILBOX SUPPORTS (D4) (DOUBLE) EACH 13.00 200.00 105.00 135.00 637 MAILBOX SUPPORTS (D4) (SINGLE) EACH 25.00 200.00 105.00 134.20 637 MAILBOX SUPPORTS (DOUBLE) EACH 113.00 300.00 115.00 204.38 637 MAILBOX SUPPORTS (SINGLE) EACH 662.00 300.00 1.00 149.58 637 MAILBOXES EACH 888.00 400.00 1.00 87.46 637 MAILBOXES (D4) EACH 51.00 150.00 105.00 131.67 637 REMV.& REST.EXIST.MAILBOX ASSMB.(D4) EACH 11.00 300.00 156.00 241.45 639 GUARDRAIL MOVED & RECONSTRUCTED LF 5,143.00 22.00 22.00 22.00 * 640 MODIFYING DROP INLETS EACH 32.00 6,568.53 1,289.30 4,024.76 641 WHEELCHAIR RAMPS(TYPE 1) SQYD 290.00 60.85 60.85 60.85 * 641 WHEELCHAIR RAMPS(TYPE 2) SQYD 25.00 140.00 140.00 140.00 * 641 WHEELCHAIR RAMPS(TYPE 3) SQYD 1,142.88 685.00 1.00 197.90 641 WHEELCHAIR RAMPS(TYPE 4) SQYD 186.10 248.81 95.00 161.13 641 WHEELCHAIR RAMPS(TYPE 5) SQYD 30.00 300.00 71.97 117.58 641 WHEELCHAIR RAMPS(TYPE 6) SQYD 40.00 375.00 122.54 223.52 641 WHEELCHAIR RAMPS(TYPE SPECIAL) SQYD 48.00 49.17 49.17 49.17 * 642 CENTERLINE RUMBLE STRIPS IN ASPH. RDWYS. LF 243,569.00 0.11 0.11 0.11 * 642 RUMBLE STRIPES LF 5,917,779.00 1.18 0.05 0.06 642 RUMBLE STRIPS IN ASPHALT SHOULDERS LF 2,517,327.00 24.00 0.05 0.23 642 RUMBLE STRIPS IN P.C.C.SHOULDERS LF 144,898.00 7.43 0.32 0.54 701 ACTUATED CNTRL.TS 2-TY.2(8 PHASE) EACH 8.00 20,000.00 12,340.00 15,494.08

UNIT PRICES PAGE 11 of 18 701 E-NET CABLE (EXTERIOR CAT 5E) LF 140.00 1.90 1.90 1.90 * 701 ETHERNET SWITCH, T100 HARDENED (8-PORT) EACH 6.00 1,264.40 930.00 1,056.47 701 NETWORK CABLE, EXTERIOR, CAT 5 LF 2,797.00 2.75 2.75 2.75 * 701 PORTABLE TRAFFIC SIGNAL SYSTEM-ACTUATED L.S. 3.00 120,000.00 72,600.00 97,533.33 701 SYS.LOCAL CNTRL.-FIBER(8 PHASE) EACH 10.00 23,282.00 1.00 11,982.40 701 SYS.LOCAL CNTRL.TS 2-TY.2(8 PHASE) EACH 11.00 21,068.20 16,225.00 19,470.80 701 SYS.LOCAL CNTRL.TS 2-TY.2,E-NET(8 PHASE) EACH 6.00 22,121.55 16,210.00 19,110.52 701 TRAF.SIG.CNTRL.(MOD.) EACH 5.00 11,750.00 545.00 2,874.00 701 TRAFFIC CABINET COMMUNICATIONS EACH 10.00 4,887.00 1.00 1,625.00 702 BATTERY BACKUP SYSTEM EACH 11.00 9,929.00 1.00 5,867.55 702 E-NET CABLE (EXTERIOR CAT 5) LF 14,900.00 2.45 0.49 0.94 702 LOCAL RADIO (E-NET 5.8) WITH ANTENNA EACH 1.00 11,000.00 11,000.00 11,000.00 * 702 LOCAL RADIO WITH ANTENNA EACH 7.00 4,028.00 3,025.00 3,595.67 702 LOCAL RADIO WITH ANTENNA RELOCATION EACH 1.00 355.00 355.00 355.00 * 702 MODEM (RCM TELEMETRY) EACH 2.00 2,700.00 2,700.00 2,700.00 703 FLASHING BEACON CONTROLLER EACH 3.00 1,273.23 850.00 1,132.15 704 ANTENNA CABLE (TYPE 6) LF 398.00 4.76 3.30 4.32 704 FEEDER WIRE LF 11,106.00 4.15 0.92 1.36 704 LOOP WIRING CLASS I LF 1,600.00 6.10 6.10 6.10 * 704 LOOP WIRING CLASS III (1C/16 A.W.G.) LF 8,608.00 12.12 7.19 9.82 704 VEHICLE DETECTOR-RACK MT EACH 15.00 359.38 110.00 273.29 704 WIC FIBER ENCLOSURE EACH 10.00 2,117.00 1.00 554.20 706 LOUVERS EACH 55.00 400.00 249.00 348.91 706 RELOCATION OF TRAFFIC SIGNAL HEAD EACH 84.00 525.00 1.00 281.80 706 TEMPORARY TRAFFIC SIGNAL HEAD EACH 4.00 713.00 1.00 357.00 706 TRAF.SIG.HEAD,LED,(1SEC.,1WAY) EACH 12.00 450.00 385.05 428.35 706 TRAF.SIG.HEAD,LED,(3SEC.,1WAY) EACH 354.00 1,000.00 1.00 746.17 706 TRAF.SIG.HEAD,LED,(4SEC.,1WAY) EACH 56.00 1,207.00 1.00 983.09 706 TRAF.SIG.HEAD,LED,(5SEC.,1WAY) EACH 2.00 765.00 765.00 765.00 * 706 TRAFFIC SIGNAL MODIFICATION L.S. 2.00 1,031.00 1.00 516.00 707 COUNTDOWN PED.SIG.HEAD,LED EACH 121.00 1,360.00 1.00 875.20 707 PED.SIG.HEAD RELOCATION EACH 8.00 990.00 990.00 990.00 * 708 COMM.CABLE,FIBER(6 CHANNEL) LF 4,858.00 2.83 1.00 1.71 708 COMM.CABLE,OVERHEAD(6PR.,22AWG) LF 1,742.00 2.03 2.03 2.03 * 708 ELEC.COND.-IN-CONDUIT (1C/10 AWG EGC) LF 1,406.00 1.30 1.30 1.30 * 708 ELEC.COND.-IN-CONDUIT (2C/10 AWG) LF 1,406.00 2.60 2.60 2.60 * 708 ELEC.COND.-IN-CONDUIT(1C/12 AWG,EGC) LF 4,763.00 1.30 0.50 0.77 708 ELEC.COND.-IN-CONDUIT(1C/8 AWG, EGC) LF 17,836.00 2.10 0.85 1.18 708 ELEC.COND.-IN-CONDUIT(2C/0000 AWG,EGC) LF 72.00 7.53 7.53 7.53 * 708 ELEC.COND.-IN-CONDUIT(2C/2 AWG) LF 1,245.00 2.94 2.94 2.94 * 708 ELEC.COND.-IN-CONDUIT(2C/2 AWG,EGC) LF 1,511.00 2.94 2.94 2.94 * 708 ELEC.COND.-IN-CONDUIT(2C/6 AWG) LF 1,133.00 4.25 1.00 2.65 708 ELEC.COND.-IN-CONDUIT(2C/8 AWG) LF 2,034.00 1.39 1.39 1.39 * 708 ELEC.COND.-IN-CONDUIT(2C/8AWG,EGC) LF 359.00 1.39 1.39 1.39 * 708 ELEC.COND.-IN-CONDUIT,AL (1C/2 AWG,EGC) LF 3,643.00 1.70 1.70 1.70 * 708 ELEC.COND.-IN-CONDUIT,AL (1C/3 AWG,EGC) LF 958.00 1.70 1.70 1.70 * 708 ELEC.COND.-IN-CONDUIT,AL (1C/4 AWG,EGC) LF 1,379.00 1.70 1.70 1.70 * 708 ELEC.COND.-IN-CONDUIT,AL (1C/6 AWG,EGC) LF 2,393.00 1.80 1.80 1.80 * 708 ELEC.COND.-IN-CONDUIT,AL (2C/2 AWG) LF 3,643.00 2.60 2.60 2.60 * 708 ELEC.COND.-IN-CONDUIT,AL (2C/3 AWG) LF 958.00 2.60 2.60 2.60 * 708 ELEC.COND.-IN-CONDUIT,AL (2C/6 AWG) LF 2,393.00 2.30 2.30 2.30 * 708 ELEC.COND.-IN-CONDUIT,AL (3C/2 AWG) LF 50.00 3.30 3.30 3.30 * 708 ELEC.COND.-IN-CONDUIT,AL(2C/4 AWG) LF 1,379.00 2.30 2.30 2.30 *

UNIT PRICES PAGE 12 of 18 708 ELECT.COND. FOR LUMINAIRES LF 18,905.00 1.96 0.95 1.39 708 FSK COMMUNICATION CABLE RELOCATION LF 70.00 17.17 17.17 17.17 * 708 INSTLN. AND TESTING OF COMM. CABLE-FIBER L.S. 2.00 6,078.00 1.00 3,039.50 708 TRAFFIC SIGNAL CABLE (12C/12) LF 51.00 2.29 2.29 2.29 * 708 TRAFFIC SIGNAL CABLE (12C/14) LF 4,544.00 4.00 1.00 2.52 708 TRAFFIC SIGNAL CABLE (20C/12) LF 1,840.00 3.58 3.58 3.58 * 708 TRAFFIC SIGNAL CABLE (20C/14) LF 11,136.00 4.65 1.00 3.38 708 TRAFFIC SIGNAL CABLE (5C/12) LF 6,614.00 1.12 1.12 1.12 * 708 TRAFFIC SIGNAL CABLE (5C/14) LF 52,223.00 2.18 1.00 1.50 708 TRAFFIC SIGNAL CABLE (7C/12) LF 133.00 1.28 1.28 1.28 * 708 TRAFFIC SIGNAL CABLE (7C/14) LF 5,650.00 2.57 1.00 1.83 709 FIBERGLASS CONDUIT (2") LF 430.00 29.00 29.00 29.00 * 709 GALV. STEEL CONDUIT (1.25") LF 805.00 28.00 1.00 12.83 709 GALV. STEEL CONDUIT (1.5") LF 35.00 15.40 15.40 15.40 * 709 GALV. STEEL CONDUIT (2") LF 402.00 17.65 15.00 15.62 709 GALV. STEEL CONDUIT (3") LF 112.00 25.00 25.00 25.00 * 710 NON-METALLIC CONDUIT (1") LF 2,649.00 13.00 6.00 10.26 710 NON-METALLIC CONDUIT (1.25") LF 642.00 17.25 6.35 10.19 710 NON-METALLIC CONDUIT (2") LF 19,773.00 22.00 1.00 8.88 710 NON-METALLIC CONDUIT (3") LF 15,483.00 32.70 1.00 20.55 711 CONCRETE PULL BOX (TYPE 1 HD) EACH 47.00 1,190.00 1.00 666.38 711 CONCRETE PULL BOX (TYPE 1) EACH 13.00 615.00 431.97 521.52 711 CONCRETE PULL BOX (TYPE 2 HD) EACH 171.00 900.00 1.00 559.23 711 CONCRETE PULL BOX (TYPE 2) EACH 55.00 729.00 1.00 562.43 711 CONCRETE PULL BOX (TYPE SPECIAL HD) EACH 66.00 1,100.00 1,100.00 1,100.00 * 713 SPAN WIRE ASSEMBLY EACH 10.00 5,444.55 750.00 2,657.96 713 SPAN WIRE ASSEMBLY (TEMPORARY) EACH 5.00 6,655.00 1.00 3,731.20 714 ATCS PROCESSING UNIT EACH 2.00 51,090.00 51,090.00 51,090.00 * 714 LED LUMINAIRE ASSEMBLY EACH 74.00 1,492.00 1.00 778.57 714 LIGHT POLE FOUNDATION EACH 5.00 1,192.00 1,192.00 1,192.00 * 714 LUMINAIRE ASSEMBLY EACH 18.00 535.00 275.00 351.39 714 LUMINAIRE POLE RELOCATION EACH 10.00 23,676.98 23,676.98 23,676.98 * 714 R.I. POLE (160W APART, SHOE BASE, 30') EACH 7.00 11,000.00 11,000.00 11,000.00 * 714 R.I. POLE (160W, BREAKAWAY BASE, 30') EACH 11.00 8,000.00 8,000.00 8,000.00 * 714 R.I. POLE (160W, SHOE BASE, 30') EACH 42.00 7,500.00 7,500.00 7,500.00 * 714 R.I. POLE(160W APART, BREAKAWAY BS, 30') EACH 1.00 11,500.00 11,500.00 11,500.00 * 714 R.I. POLE(160W APART,BREAKAWAY BS, 30') EACH 2.00 12,000.00 12,000.00 12,000.00 * 714 R.I.PL.RELOC.(400W I LUMIN, SHOE BS,37') EACH 5.00 3,500.00 3,500.00 3,500.00 * 714 RDWY ILLUMINATION POLE (HW,BMP,12') EACH 8.00 4,246.00 4,246.00 4,246.00 * 714 T.S.M. ARM & POLE (INSTALL) W/FND(30) EACH 1.00 4,675.00 4,675.00 4,675.00 * 714 T.S.M. ARM & POLE W/ FND(42-32) EACH 1.00 18,700.56 18,700.56 18,700.56 * 714 T.S.M.ARM & POLE W/FND(18) EACH 1.00 9,205.00 9,205.00 9,205.00 * 714 T.S.M.ARM & POLE W/FND(20-20) EACH 1.00 16,469.00 16,469.00 16,469.00 * 714 T.S.M.ARM & POLE W/FND(22-44) EACH 1.00 18,615.00 18,615.00 18,615.00 * 714 T.S.M.ARM & POLE W/FND(24-38) EACH 2.00 16,616.00 1.00 8,308.50 714 T.S.M.ARM & POLE W/FND(26) EACH 5.00 11,389.00 1.00 8,696.20 714 T.S.M.ARM & POLE W/FND(28) EACH 3.00 11,909.00 8,901.33 10,478.22 714 T.S.M.ARM & POLE W/FND(30) EACH 2.00 12,000.00 11,740.00 11,870.00 714 T.S.M.ARM & POLE W/FND(32) EACH 2.00 12,924.00 12,072.84 12,498.42 714 T.S.M.ARM & POLE W/FND(34) EACH 6.00 16,050.00 1.00 9,647.67 714 T.S.M.ARM & POLE W/FND(36) EACH 8.00 17,200.00 1.00 11,788.24 714 T.S.M.ARM & POLE W/FND(36-26) EACH 1.00 17,255.00 17,255.00 17,255.00 * 714 T.S.M.ARM & POLE W/FND(38) EACH 5.00 12,138.96 1.00 9,576.78

UNIT PRICES PAGE 13 of 18 714 T.S.M.ARM & POLE W/FND(38-54) EACH 1.00 19,449.00 19,449.00 19,449.00 * 714 T.S.M.ARM & POLE W/FND(40) EACH 7.00 14,319.00 1.00 10,971.91 714 T.S.M.ARM & POLE W/FND(42) EACH 6.00 17,000.00 1.00 12,608.17 714 T.S.M.ARM & POLE W/FND(44) EACH 3.00 15,000.00 14,457.39 14,638.26 714 T.S.M.ARM & POLE W/FND(45) EACH 2.00 16,699.00 16,699.00 16,699.00 * 714 T.S.M.ARM & POLE W/FND(46) EACH 6.00 15,400.00 1.00 11,945.08 714 T.S.M.ARM & POLE W/FND(46-40) EACH 1.00 26,184.00 26,184.00 26,184.00 * 714 T.S.M.ARM & POLE W/FND(48) EACH 9.00 17,000.00 13,210.00 15,041.70 714 T.S.M.ARM & POLE W/FND(50) EACH 7.00 17,144.00 11,774.00 15,309.51 714 T.S.M.ARM & POLE W/FND(50-40) EACH 1.00 22,000.00 22,000.00 22,000.00 * 714 T.S.M.ARM & POLE W/FND(52) EACH 6.00 24,810.00 17,453.86 19,263.72 714 T.S.M.ARM & POLE W/FND(54) EACH 7.00 23,940.00 15,075.48 18,692.76 714 T.S.M.ARM & POLE W/FND(56) EACH 7.00 21,000.00 15,184.32 18,276.96 714 T.S.M.ARM & POLE W/FND(62) EACH 1.00 17,639.40 17,639.40 17,639.40 * 714 T.S.M.ARM & POLE W/FND(64) EACH 3.00 22,000.00 18,700.00 19,800.00 714 T.S.M.ARM & POLE W/FND(66-38) EACH 1.00 25,546.50 25,546.50 25,546.50 * 714 T.S.M.ARM & POLE W/FND(68) EACH 1.00 18,756.56 18,756.56 18,756.56 * 714 T.S.M.ARM & POLE W/FND(70) EACH 1.00 21,660.00 21,660.00 21,660.00 * 714 TRAFFIC SIGNAL CONTROLLER (MODIFICATION) EACH 7.00 3,938.00 1,140.00 1,642.57 714 VIDEO DETECTOR (IP) EACH 13.00 2,985.00 2,985.00 2,985.00 * 715 LED TUNNEL LIGHTING ASSEMBLY EACH 116.00 2,958.00 2,958.00 2,958.00 * 715 LIGHTING CONTROLLER ASSEMBLY EACH 1.00 266,568.00 266,568.00 266,568.00 * 715 REMVL.TRAFFIC SIG.EQUIPMENT L.S. 12.00 20,000.00 1.00 4,869.90 715 SERVICE PT. ASMBLY. (USS,RL) EACH 2.00 8,000.00 5,728.00 6,864.00 715 SERVICE PT.ASMBLY.(2 CIRCUITS) EACH 37.00 5,300.00 1.00 2,035.36 715 TRAFFIC SIG.PED.POLE W/FND. EACH 66.00 3,500.00 1.00 2,093.37 716 TREATED WOOD POLE (CLASS 1, 44') EACH 6.00 3,000.00 3,000.00 3,000.00 * 716 TREATED WOOD POLE (CLASS 2, 40') EACH 6.00 2,658.51 2,000.00 2,439.01 716 TREATED WOOD POLE (CLASS 2, 44') EACH 16.00 1,400.00 1,400.00 1,400.00 * 716 TREATED WOOD POLE (CLASS 2, 45') EACH 10.00 2,525.00 2,525.00 2,525.00 * 716 TREATED WOOD POLE (CLASS 3, 36') EACH 2.00 2,849.00 1.00 1,425.00 716 TREATED WOOD POLE (CLASS 3, 40') EACH 1.00 1,550.00 1,550.00 1,550.00 * 718 REFL.PAINT PVMT.MRK.(ARROW) EACH 4.00 130.00 126.25 129.06 718 REFL.PAINT PVMT.MRK.(RR EMB.) EACH 16.00 800.00 297.25 484.66 718 REFL.PAINT PVMT.MRK.(WHLCHR) EACH 10.00 535.00 175.00 347.40 718 REFL.PAINT PVMT.MRK.(WORD) EACH 6.00 190.00 160.00 176.17 718 REFL.PAINT PVMT.MRK.SYMB.(WHLCHR) EACH 7.00 330.00 150.00 227.14 718 REFL.PAINT PVMT.MRK.WH(10") LF 9,355.00 10.45 1.00 3.74 718 REFL.PAINT PVMT.MRK.WH(12") LF 2,525.00 19.20 3.25 8.61 718 REFL.PAINT PVMT.MRK.WH(4") LF 1,820,552.00 3.63 0.11 0.27 718 REFL.PAINT PVMT.MRK.WH(6") LF 53,679,351.00 0.19 0.18 0.19 718 REFL.PAINT PVMT.MRK.WH(8") LF 3,781.00 5.66 1.01 2.24 718 REFL.PAINT PVMT.MRK.YL(10") LF 737.00 6.16 2.50 4.94 718 REFL.PAINT PVMT.MRK.YL(4") LF 3,932,449.00 3.00 0.10 0.24 718 REFL.PAINT PVMT.MRK.YL(6") LF 60,387,796.00 0.19 0.17 0.18 719 INVT.PRFL.THERM.CONT.PVMT.MRK.WH(4") LF 4,086.00 6.56 1.00 5.67 719 INVT.PRFL.THERM.CONT.PVMT.MRK.WH(8") LF 67.00 1.00 1.00 1.00 * 719 INVT.PRFL.THERM.CONT.PVMT.MRK.YL(4") LF 1,402.00 10.00 1.00 6.57 719 INVT.PRFL.THERM.PVMT.MRK.SL.WH(4") LF 98,355.00 4.12 1.00 3.47 719 INVT.PRFL.THERM.PVMT.MRK.SL.WH(8") LF 3,992.00 7.66 7.66 7.66 * 719 INVT.PRFL.THERM.PVMT.MRK.WH(4") LF 405,739.00 5.03 1.00 3.85 719 INVT.PRFL.THERM.PVMT.MRK.WH(8") LF 27,315.00 7.58 1.00 4.94 719 INVT.PRFL.THERM.PVMT.MRK.YL(4") LF 406,472.00 5.03 1.00 3.86

UNIT PRICES PAGE 14 of 18 719 THERMO.PVMT.MARK.(ARROW) EACH 456.00 856.57 1.00 347.94 719 THERMO.PVMT.MARK.(RR EMB.) EACH 17.00 1,000.00 802.50 865.45 719 THERMO.PVMT.MARK.(WORD) EACH 360.00 605.00 1.00 351.12 719 THERMO.PVMT.MARK.(YIELD LINE) LF 370.00 32.00 10.96 27.16 719 THERMO.PVMT.MARK.WH(12") LF 31,425.00 25.30 1.00 10.87 719 THERMO.PVMT.MARK.WH(24") LF 1,246.00 29.00 11.00 18.84 719 THERMO.PVMT.MARK.WH(4") LF 3,389,044.00 3.40 0.50 0.83 719 THERMO.PVMT.MARK.WH(48") LF 867.00 26.00 26.00 26.00 * 719 THERMO.PVMT.MARK.WH(6") LF 40.00 2.19 2.19 2.19 * 719 THERMO.PVMT.MARK.WH(8") LF 24,155.00 10.00 1.00 4.26 719 THERMO.PVMT.MARK.YL(12") LF 2,822.00 15.75 6.42 9.61 719 THERMO.PVMT.MARK.YL(4") LF 2,896,890.00 3.39 0.35 0.87 719 THERMO.PVMT.MARK.YL(8") LF 4,807.00 8.75 1.00 3.12 719 THERMOPLASTIC RUMBLE BAR LF 288.00 105.00 50.80 77.90 720 HIGH PERF.CONT.MRK.TAPE WH(4") LF 113,668.00 21.00 3.65 6.21 720 HIGH PERF.CONT.MRK.TAPE WH(8") LF 1,951.00 207.00 7.30 15.50 720 HIGH PERF.CONT.MRK.TAPE YELLOW LF 186.00 16.50 16.50 16.50 * 720 HIGH PERF.CONT.MRK.TAPE YL(4") LF 83,430.00 22.00 3.65 6.26 720 HIGH PERF.CONT.MRK.TAPE(S.L.)WH(4") LF 21,314.00 4.55 4.55 4.55 * 720 HIGH PERF.MRK.TAPE WH(4") LF 116,471.00 7.00 2.10 4.90 720 HIGH PERF.MRK.TAPE WH(8") LF 34,329.00 12.00 6.97 8.27 720 HIGH PERF.MRK.TAPE YL(12") LF 246.00 12.65 12.65 12.65 * 720 HIGH PERF.MRK.TAPE YL(4") LF 89,430.00 7.00 4.20 5.09 720 HIGH PERF.MRK.TAPE(S.L.)WH(4") LF 2,453.00 7.00 4.20 6.55 721 RAISED PAVEMENT MARKERS-2 EACH 682,709.00 31.29 1.00 6.90 724 O.H. SIGN STRUCTURE FOUNDATION EACH 8.00 64,961.00 1.00 30,170.25 724 O.H.SIGN STRUCTURE ( ) EACH 4.00 113,171.00 84,878.00 99,024.50 724 STEEL BR.MOUNT.SIGN STRUCTURE ( ) EACH 5.00 17,000.00 11,453.75 15,665.60 724 STEEL CANTILEVER SIGN STR.( ) EACH 14.00 96,195.00 1.00 46,724.01 724 STEEL O.H.SIGN STRUCTURE ( ) EACH 42.00 142,365.85 1.00 88,859.92 724 STEEL TEE MOUNT SIGN STRUCTURE ( ) EACH 1.00 45,320.55 45,320.55 45,320.55 * 725 G.SIGN-OVERHEAD MOUNT(DEMOUNT) SQFT 22,559.00 33.95 1.00 23.25 725 G.SIGN-ROADSIDE MOUNT(DMNTBL) SQFT 24,530.00 33.95 1.00 19.78 726 18" STREET NAME SIGN EACH 59.00 1,100.00 1.00 356.85 726 STANDARD SIGN SQFT 15,788.03 50.00 1.00 18.74 726 TEMP.RELOC.OF EXIST.SIGNS EACH 3.00 250.00 250.00 250.00 * 727 EXIT NO.PANEL(TYPE A) SQFT 2,012.00 40.67 1.00 25.41 727 EXIT NO.PANEL(TYPE B) SQFT 537.00 32.81 1.00 26.38 727 EXIT NO.PANEL(TYPE C) SQFT 331.00 36.57 1.00 28.57 728 BARRIER WALL DELINEATOR EACH 1,250.00 4.40 4.40 4.40 * 728 DELINEATOR (TYPE 1) EACH 249.00 87.49 87.49 87.49 * 729 CHANNEL POST SIGN SUPPORT (TY U-2(1)) EACH 6.00 220.00 1.00 127.67 729 CHANNEL POST SIGN SUPPORT (TY U-2(2)) EACH 2.00 163.00 1.00 82.00 729 CHANNEL POST SIGN SUPPORT (TY U-2(4)) EACH 2.00 163.00 1.00 82.00 729 CHANNEL POST SIGN SUPPORT (TY U-2(6)) EACH 6.00 163.00 1.00 82.00 729 CHANNEL POST SIGN SUPPORT (TY U-2(7)) EACH 3.00 437.44 1.00 200.48 729 CHANNEL POST SIGN SUPPORT (TY U-2(A)) EACH 31.00 453.00 1.00 214.38 729 CHANNEL POST SIGN SUPPORT (TY U-2(B)) EACH 3.00 437.44 1.00 200.48 729 CHANNEL POST SIGN SUPPORT (TY U2-4) EACH 4.00 453.00 453.00 453.00 * 729 CHANNEL POST SIGN SUPPORT (TY U2-5) EACH 3.00 453.00 453.00 453.00 * 729 CHANNEL POST SIGN SUPPORT (TY U2-7) EACH 4.00 453.00 453.00 453.00 * 729 CHANNEL POST SIGN SUPPORT-A EACH 124.00 250.00 24.68 107.66 729 CHANNEL POST SIGN SUPPORT-C EACH 356.00 175.00 24.68 71.45

UNIT PRICES PAGE 15 of 18 729 CHANNEL POST SIGN SUP-U 1 EACH 304.00 453.00 1.00 223.81 729 CHANNEL POST SIGN SUP-U 2 EACH 42.00 437.44 1.00 233.96 730 BRKAWAY SIGN SUPPORT-TYPE G-1 LB 140.00 9.23 9.23 9.23 * 730 BRKAWAY SIGN SUPPORT-TYPE G-2 LB 181,025.00 18.00 1.00 6.03 730 BRKAWAY SIGN SUPPORT-TYPE G2-4 LB 922.00 9.71 9.71 9.71 * 730 BRKAWAY SIGN SUPPORT-TYPE G2-5 LB 1,091.00 13.20 9.71 11.50 730 BRKAWAY SIGN SUPPORT-TYPE G-3 LB 4,792.00 8.76 5.44 8.23 730 OMNI-DIR.BRKAWAY SIGN SUPPORTS-TYPE G2-2 EACH 13.00 2,180.00 1,650.00 1,981.37 730 OMNI-DIR.BRKAWAY SIGN SUPPORTS-TYPE G2-3 EACH 11.00 2,264.00 1,968.48 2,108.54 730 OMNI-DIR.BRKAWAY SIGN SUPPORT-TYPE G-1 EACH 243.00 1,698.00 1.00 1,397.86 730 OMNI-DIR.BRKAWAY SIGN SUPPORT-TYPE G-2 EACH 155.00 2,180.00 1.00 1,706.84 730 OMNI-DIR.BRKAWAY SIGN SUPPORT-TYPE G2-1 EACH 125.00 2,263.00 1.00 1,748.04 730 OMNI-DIR.BRKAWAY SIGN SUPPORT-TYPE G2-4 EACH 6.00 2,180.00 1.00 1,564.04 730 OMNI-DIR.BRKAWAY SIGN SUPPORT-TYPE G2-7 EACH 2.00 2,263.00 2,263.00 2,263.00 * 731 IMPACT ATTENUATION BARRIER-A EACH 2.00 8,000.00 8,000.00 8,000.00 * 731 IMPACT ATTENUATION BARRIER-C EACH 2.00 16,775.00 16,775.00 16,775.00 731 TEMP. IMPACT ATTEN. BARR. EACH 300.00 19,680.00 1.00 10,568.38 731 TEMP. IMPACT ATTEN. BARR. LEFT IN PLACE EACH 4.00 19,810.85 19,810.85 19,810.85 * 731 TEMP. IMPACT ATTEN. BARRIER (REPAIR) EACH 406.00 4,500.00 1.00 1,223.74 731 TEMP. IMPACT ATTENUATION BARRIER (RELO) EACH 244.00 8,565.66 1,500.00 3,432.93 732 CRASH CUSHION EACH 14.00 19,810.84 1.00 17,792.75 733 CENTRAL CONTROL UNIT (8 CHANNEL) EACH 10.00 10,536.00 1.00 5,763.20 733 VEHICLE DETECTOR RACK (12 CHANNEL) EACH 1.00 2,062.50 2,062.50 2,062.50 * 733 VEHICLE DETECTOR RACK (16 CHANNEL) EACH 30.00 2,513.00 1.00 1,582.67 733 VEHICLE DETECTOR RACK (20 CHANNEL) EACH 3.00 3,100.36 1,986.86 2,629.07 733 VEHICLE DETECTOR RACK (24 CHANNEL) EACH 2.00 1,995.00 1,995.00 1,995.00 * 733 VIDEO CABLE LF 32,686.00 6.50 3.50 4.35 733 VIDEO DETECTOR (CLR) EACH 155.00 3,500.00 2,085.00 2,760.17 733 VIDEO DETECTOR (IP) EACH 72.00 3,123.00 1.00 1,943.29 733 VIDEO DETECTOR RELOCATION EACH 23.00 800.00 1.00 387.83 733 VIDEO DETECTOR ROTATION EACH 54.00 500.00 1.00 135.61 733 VIDEO EDGE CARD EXTENDER EACH 7.00 836.60 535.00 682.83 733 VIDEO MONITOR (CLR) EACH 33.00 839.00 1.00 437.66 733 VIDEO PROCESSOR, EDGE CARD (2 CAMERA) EACH 96.00 5,639.00 33.75 4,047.69 733 VIDEO PROCESSOR, EDGE CARD IP (2 CAMERA) EACH 40.00 3,615.00 1.00 2,274.38 734 BRIDGE END TERMINAL EACH 4.00 21,452.55 13,000.00 16,738.14 801 ROCK EXCAV.FOR STRS-BR CUYD 167.00 100.00 100.00 100.00 * 801 UNCLASS.EXCAV.FOR STRS-BR CUYD 30,410.00 500.00 1.00 108.97 801 UNCLASS.EXCAV.FOR STRS-RDWY. CUYD 37,088.00 230.48 1.00 37.15 802 ARCHITECTURAL FINISH SQFT 31,540.00 17.04 1.00 13.65 802 CLASS B CONCRETE-BRIDGE CUYD 5,995.40 450.00 450.00 450.00 * 802 CLASS S CONCRETE-BRIDGE CUYD 27,512.50 3,270.19 1.00 803.34 802 CLASS S CONCRETE-ROADWAY CUYD 35,218.15 4,300.73 1.00 818.84 802 CLASS S(AE) CONCRETE-BRIDGE CUYD 47,446.10 1,550.00 1.00 723.45 802 GRAVITY BLOCK RETAINING WALL SQFT 1,532.00 53.68 53.68 53.68 * 802 MODULAR BLOCK RET. WALL SQFT 477.00 25.00 25.00 25.00 * 802 MSE RETAINING WALL SQFT 205,038.00 82.74 25.50 44.99 802 PRESTRESSED CONC. GIRDERS-II LF 2,244.00 231.00 231.00 231.00 802 PRESTRESSED CONC.GIRDERS-III LF 1,513.60 241.50 241.50 241.50 802 PRESTRESSED CONC.GIRDERS-IV LF 7,406.70 200.00 200.00 200.00 * 802 RETAINING WALL SQFT 12,053.00 80.25 34.50 56.03 802 SOIL NAIL WALL SQFT 2,797.00 80.80 80.80 80.80 * 802 STONE MASONRY FACING SQYD 1,536.00 131.60 131.60 131.60 *