100 MOBILIZATION LS 6779 693000 101486.5179 100 101 CONSTRUCTION SURVEYING (CONSTR.) LS 2500 250000 28927.32021 101 102 CONSTRUCTION SURVEYING(MIN. PLAN) LS 6000 30200 14340 102 104 DESIGN BUILD EA 1 83499998 10.52817 104 110 CLEARING AND GRUBBING LS 2500 174294.5 45664.61516 110 111 CLEARING AND GRUBBING ACRE 110 50000 16740 111 120 REGULAR EXCAVATION CY 7.58 125 19.125 120 124 ROCK EXCAVATION CY 600 754.59 621.08045 124 125 GRADING LS 7500 104000 51794.44375 125 140 BORROW EXCAVATION CY 1 125 18.00353 140 150 EMBANKMENT CY 18 32 18.52777 150 155 GEOTEXTILE (EMBANKMENT STAB.) SY 1.4 24 2.44713 155 200 SETTLEMENT PLATE EA 1050 3500 1376.66667 200 211 MINOR STR. EXCAV. PIPE CULVERT CY 12.12 57 25.83739 211 212 MINOR STR. EXCAV. BOX CULVERT CY 29 29 29 212 270 SELECT MATL. TY. I MIN. CBR 30 TON 20 100 22.42839 270 272 SELECT MATL. TY. I MIN. CBR 30 CY 36 45 38.47854 272 355 GEOTEXTILE (SUBGRADE STAB.) SY 1.55 5 3.01214 355 505 BEDDING MATL.AGGR.NO. 25 OR 26 TON 15.6 150 45.88895 505 522 CONCRETE CLASS A4 BOX CULVERT CY 750 2000 1558.82353 522 525 CONCRETE CLASS A3 MISC. CY 336.54 3000 1291.46494 525 529 FLOWABLE BACKFILL CY 135 512.98 294.93226 529 535 CONCRETE CLASS C1 CY 800 800 800 535 540 REINF. STEEL LB 1 6 2.06013 540 541 CORROSION RESISTANT REINF.STEEL CL. I LB 1.95 1.95 1.95 541 542 EPOXY COATED REINF. STEEL LB 10 10 10 542 571 ENDWALL PIPE GRATE EW 11 TY.I LF 100 100 100 571 574 ENDWALL GRATE & FRAME EW 11A EA 1755 1755 1755 574 580 UNDERDRAIN UD 1 LF 17.85 17.85 17.85 580 588 UNDERDRAIN UD 4 LF 9.3 35 16.02364 588 589 UNDERDRAIN UD 5, GEOCOMPOSITE LF 11.58 11.58 11.58 589 590 CROSSDRAIN CD 1 LF 24.51 24.51 24.51 590 591 CROSSDRAIN CD 2 LF 6.83 50 21.10344 591 595 OUTLET PIPE LF 13.01 110 18.08158 595 Page 1 of 27
596 ENDWALL EW 12 EA 400 1400 619.63087 596 597 UNDERDRAIN UD 7 LF 13 14 13.54462 597 1120 12" PIPE LF 34.45 107 81.7453 1120 1150 15" PIPE LF 25 450 63.30772 1150 1152 15" CONC. PIPE LF 43.73 250 67.77218 1152 1156 STORM SEWER PIPE 15" LF 20 275 84.1736 1156 1180 18" PIPE LF 30 138 74.37801 1180 1181 JACKED & BORED 18" PIPE LF 250 375 325.41513 1181 1182 18" CONC. PIPE LF 55 228 93.83301 1182 1186 STORM SEWER PIPE 18" LF 49.12 110 82.94392 1186 1210 21" PIPE LF 60 60 60 1210 1211 JACKED & BORED 21" PIPE LF 280 280 280 1211 1212 21" CONC. PIPE LF 110 130 125.77938 1212 1216 STORM SEWER PIPE 21" LF 148.51 148.51 148.51 1216 1240 24" PIPE LF 40 150 86.37235 1240 1241 JACKED & BORED 24" PIPE LF 275 460 346.35714 1241 1242 24" CONC. PIPE LF 60.62 250 103.90788 1242 1246 STORM SEWER PIPE 24" LF 64 115 88.37033 1246 1276 STORM SEWER PIPE 27" LF 121 121 121 1276 1300 30" PIPE LF 133 700 179.60274 1300 1301 JACKED & BORED 30" PIPE LF 325 430 392.03661 1301 1302 30" CONC. PIPE LF 169 169 169 1302 1306 STORM SEWER PIPE 30" LF 71 159 74.73333 1306 1360 36" PIPE LF 50 204.89 121.77829 1360 1361 JACKED & BORED 36" PIPE LF 415 500 471.66667 1361 1362 36" CONC. PIPE LF 276.6 585 350.616 1362 1366 STORM SEWER PIPE 36" LF 78 155 100.30259 1366 1421 JACKED & BORED 42" PIPE LF 500 500 500 1421 1422 42" CONC. PIPE LF 260 260 260 1422 1481 JACKED & BORED 48" PIPE LF 700 700 700 1481 1482 48" CONC. PIPE LF 226 635 441.73626 1482 1540 54" PIPE LF 195 195 195 1540 1541 JACKED & BORED 54" PIPE LF 1225 1225 1225 1541 1602 60" CONC. PIPE LF 380 407 389.58442 1602 Page 2 of 27
1661 JACKED & BORED 66" PIPE LF 930 930 930 1661 1726 STORM SEWER PIPE 72" LF 450 450 450 1726 2142 23" X 14" ELLIPTICAL CONC. PIPE LF 78.19 85 80.59013 2142 2192 30" X 19" ELLIPTICAL CONC. PIPE LF 125 158.07 142.27537 2192 2220 34" X 22" ELLIPTICAL PIPE LF 290 290 290 2220 4110 17" X 13" ARCH PIPE LF 40 169 65.69801 4110 4130 21" X 15" ARCH PIPE LF 72 72 72 4130 4180 28" X 20" ARCH PIPE LF 84.5 84.5 84.5 4180 6121 12" END SECTION ES 1 EA 984 984 984 6121 6150 15" END SECTION ES 1 OR 2 EA 232.5 2500 799.53143 6150 6151 15" END SECTION ES 1 EA 1000 1100 1085.71429 6151 6180 18" END SECTION ES 1 OR 2 EA 243.5 1200 691.00533 6180 6181 18" END SECTION ES 1 EA 1200 1200 1200 6181 6240 24" END SECTION ES 1 OR 2 EA 332 1750 877.50609 6240 6241 24" END SECTION ES 1 EA 580.03 1400 732.022 6241 6271 27" END SECTION ES 1 EA 1725 1725 1725 6271 6300 30" END SECTION ES 1 OR 2 EA 950 950 950 6300 6301 30" END SECTION ES 1 EA 1473 1875 1607 6301 6360 36" END SECTION ES 1 OR 2 EA 705 3000 1590 6360 6361 36" END SECTION ES 1 EA 2110 2110 2110 6361 6500 23" X 14" END SECTION ES 1A EA 1960.2 1960.2 1960.2 6500 6502 30" X 19" END SECTION ES 1A EA 2491.5 2491.5 2491.5 6502 6511 17" X 13" END SECTION ES 3 EA 350 350 350 6511 6740 DROP INLET DI 1 EA 2240 7000 4243.33333 6740 6745 DROP INLET DI 2A EA 2563.06 6400 3819.11 6745 6747 DROP INLET DI 2B,L=4' EA 2760.95 8536.82 5256.50571 6747 6748 DROP INLET DI 2B,L=6' EA 6000 7200 6470 6748 6749 DROP INLET DI 2B,L=8' EA 4000 7300 5900.54 6749 6750 DROP INLET DI 2B,L=10' EA 6141.25 9782 8542.60667 6750 6751 DROP INLET DI 2B,L=12' EA 6369.71 6369.71 6369.71 6751 6752 DROP INLET DI 2B,L=14' EA 6637.46 6637.46 6637.46 6752 6755 DROP INLET DI 2B,L=20' EA 8800 8800 8800 6755 6756 DROP INLET DI 2BB,L=4' EA 5200 5200 5200 6756 6765 DROP INLET DI 2C,L=6' EA 7400 7400 7400 6765 Page 3 of 27
6766 DROP INLET DI 2C,L=8' EA 6500 6500 6500 6766 6783 DROP INLET DI 2E,L=6 EA 12700 12700 12700 6783 6815 DROP INLET DI 3A EA 2530 6750 3678.7 6815 6817 DROP INLET DI 3B,L=4' EA 2889.44 7000 5169.87556 6817 6818 DROP INLET DI 3B,L=6' EA 3400 7250 4647.61905 6818 6819 DROP INLET DI 3B,L=8' EA 3850 9750 7278.57143 6819 6820 DROP INLET DI 3B,L=10' EA 4500 8000 5920 6820 6821 DROP INLET DI 3B,L=12' EA 4050 4050 4050 6821 6822 DROP INLET DI 3B,L=14' EA 4455 4455 4455 6822 6823 DROP INLET DI 3B,L=16' EA 4400 8950 6675 6823 6835 DROP INLET DI 3C,L=6' EA 3080 8000 4059.09091 6835 6837 DROP INLET DI 3C,L=10' EA 7950 7950 7950 6837 7004 DROP INLET DI 3F,L=6' EA 3300 3300 3300 7004 7116 DROP INLET DI 4B,L=12' EA 5150 5150 5150 7116 7118 DROP INLET DI 4B,L=14' EA 5560 5560 5560 7118 7206 DROP INLET DI 4C,L=8' EA 3540 3540 3540 7206 7506 DROP INLET DI 5 EA 2082.5 6150 4605.40385 7506 7508 DROP INLET DI 7 EA 2800 6000 4755.94455 7508 7510 DROP INLET DI 7A EA 2306 5000 3966.168 7510 8902 DROP INLET DI 12,L=6' EA 4304 4304 4304 8902 8904 DROP INLET DI 12,L=8' EA 8650 8650 8650 8904 8906 DROP INLET DI 12,L=10' EA 7000 7000 7000 8906 8914 DROP INLET DI 12A,L=6' EA 6000 6000 6000 8914 8962 DROP INLET DI 13 TY.1 EA 4000 4000 4000 8962 8965 DROP INLET DI 13 TY.II EA 5500 5500 5500 8965 9046 MANHOLE MH 1 LF 550 550 550 9046 9055 MANHOLE MH 2 LF 325 325 325 9055 9056 MANHOLE MH 1 OR 2 LF 220 1500 710.80579 9056 9057 FRAME & COVER MH 1 EA 247.5 1400 715.44694 9057 9148 EROS.CTRL.STONE CL.A1 EC 1 TON 39.5 275 100.07059 9148 9149 EROS.CTRL.STONE CL. A1 EC 1 SY 33.74 33.74 33.74 9149 9150 EROS.CTRL.STONE CL. I, EC 1 TON 32.36 315 81.36395 9150 9151 EROS.CTRL.STONE CL. I, EC 1 SY 30 75 46.59236 9151 9152 EROS.CTRL.STONE CL. II, EC 1 TON 25 270 115 9152 Page 4 of 27
9185 PAVED DITCH PG 2A SY 54.4 420 73.89182 9185 9215 PAVED DITCH PG 5 SY 85.8 420 98.04276 9215 9250 SLOPE DRAIN EA 100 1810 1112.64909 9250 10000 LIME TON 200 200 200 10000 10011 HYDRAULIC CEMENT TON 135 170 142.19697 10011 10013 CEM.STAB.AGGR.MATL.NO. 21A TON 50 50 50 10013 10026 MANIPULATION 6" SY 10 10 10 10026 10062 ASPH STAB. OPEN GRADED MATERIAL TON 155 155 155 10062 10065 AGGR. MATL. NO. 1 TON 0.01 53.65 26.97482 10065 10090 AGGR. MATL. NO. 21A TON 42 75 48.87587 10090 10098 AGGR. MATL. NO. 21A OR 22 CY 100 100 100 10098 10099 AGGR. MATL. NO. 21A OR 21B TON 23.14 263.45 23.89973 10099 10100 AGGR. MATL. NO. 21B TON 20.97 80 33.19837 10100 10103 AGGR. MATL. NO. 25 OR 26 TON 16.35 40.57 27.51817 10103 10113 AGGR.BASE MAT.TY. I NO.21A OR 21B TON 19.57 50 19.66589 10113 10121 AGGR.BASE MAT.TY. I NO.21A OR 21B TON 100 100 100 10121 10123 AGGR. BASE MATL. TY. I NO. 21A TON 18 280.65 19.01943 10123 10128 AGGR. BASE MATL. TY. I NO. 21B TON 0.01 1000 27.27386 10128 10416 LIQUID ASPHALT GAL 3 40 4.85915 10416 10417 TACK COAT GAL 0.01 2.11 1.16987 10417 10424 BLOTTED SEAL COAT TY. D SY 5.2 23.22 5.9085 10424 10468 COVER MATL. AGGR. NO. 68 TON 220 220 220 10468 10480 COVER MATL. AGGR. NO. 8 TON 220 220 220 10480 10495 PILOT VEHICLES HR 0.01 96.45 10.18532 10495 10603 ASPHALT CONCRETE TY. SM 19.0A TON 52.33 54.19 53.2415 10603 10604 ASPHALT CONCRETE TY. SM 19.0D TON 75.19 75.19 75.19 10604 10605 ASPH. CONC. TY. SM 19.0E (76 22 OR 64E) TON 62.99 62.99 62.99 10605 10607 ASPHALT CONCRETE TY. SM 12.5A TON 56.95 330.75 90.69234 10607 10608 ASPHALT CONCRETE TY. SM 12.5D TON 74.68 948.5 108.41009 10608 10609 ASPH. CONC.TY. SM 12.5E(76 22 OR 64E) TON 93.47 268 105.95498 10609 10610 ASPHALT CONCRETE TY. IM 19.0A TON 65.94 250 83.69014 10610 10611 ASPHALT CONCRETE TY. IM 19.0D TON 100 275 132.60875 10611 10614 ASPH. CONC. TY. IM 19.0E (76 22 OR 64E) TON 86.13 102 92.9072 10614 10625 FLX.PAV.TIE IN PLANING 0" 2" SY 20.9 20.9 20.9 10625 Page 5 of 27
10627 FLEX. PAVE.TIE IN PLANING ABOVE 2" 4" SY 5.52 5.52 5.52 10627 10628 FLEXIBLE PAVE.PLANING 0" 2" SY 1.37 100 7.68619 10628 10629 FLEXIBLE PAVE. PLANING ABOVE 2" 4" SY 4.49 25 6.09577 10629 10633 RIGID PAVEMENT PLANING 0" 2" SY 22.49 22.49 22.49 10633 10635 ASPHALT CONC.TY. SM 9.5A TON 76.29 320 104.70475 10635 10636 ASPHALT CONC.TY. SM 9.5D TON 79 400 116.75314 10636 10642 ASPHALT CONC. BASE COURSE TY. BM 25.0A TON 61 340 91.2058 10642 10643 ASPHALT CONC. BASE COURSE TY. BM 25.0D TON 69.49 200 74.84514 10643 10700 RUMBLE STRIP, ASPHALT LF 0.11 6 0.19766 10700 10701 LIQ.ASPH.COATING (RUMBLE STRIP) SY 0.35 3.85 0.66177 10701 10781 PLAIN HYDR. CEM.CONC. PAVE. 8" SY 57.18 57.18 57.18 10781 10981 CONT.REINF.HYDR.CONC.PAVE. 8" SY 79.81 79.81 79.81 10981 11011 ANCHOR SLAB TYPE I 8" DEPTH SY 200 200 200 11011 11040 CONCRETE ENTRANCE PAVE. 7" SY 185 185 185 11040 12020 STD. CURB CG 2 LF 14 55 34.00345 12020 12022 RADIAL CURB CG 2 LF 14 55 39.50225 12022 12030 STD. CURB CG 3 LF 14.13 125 39.81575 12030 12032 RADIAL CURB CG 3 LF 40 55 40.98948 12032 12111 STD. MED. CURB MC 1 LF 70 70 70 12111 12311 ASPHALT CONC. CURB MC 3 LF 299.5 299.5 299.5 12311 12322 ASPHALT CONC. CURB TY. MC 3B LF 5.9 155 27.69774 12322 12505 ASPH.CONC.CURB BACKUP MATL. TON 136.96 2700 241.0666 12505 12600 STD. COMB. CURB & GUTTER CG 6 LF 18 125 33.79103 12600 12610 RAD. COMB. CURB & GUTTER CG 6 LF 18 65 42.28059 12610 12700 STD. COMB. CURB & GUTTER CG 7 LF 21 55 34.63932 12700 12710 RAD. COMB. CURB & GUTTER CG 7 LF 24 55 38.14319 12710 12910 ENTRANCE GUTTER CG 9A SY 107.8 107.8 107.8 12910 12920 ENTRANCE GUTTER CG 9B SY 320 320 320 12920 12940 ENTRANCE GUTTER CG 9D SY 54 188.75 114.9119 12940 13108 CG 12 DETECTABLE WARNING SURFACE SY 226 1485.5 425.11983 13108 13212 R/W MONUMENT RM 2 EA 130 175 158 13212 13215 MAILBOX POST, SINGLE EA 145 750 345.57692 13215 13216 MAILBOX POST, DOUBLE EA 500 750 625 13216 13220 HYDR. CEMENT CONC. SIDEWALK 4" SY 42 400 68.61949 13220 Page 6 of 27
13222 HYDR. CEMENT CONC. SIDEWALK 7" SY 125 125 125 13222 13232 GEOTEXTILE DRAINAGE FABRIC SY 4.35 5.39 4.80832 13232 13280 GUARDRAIL GR MGS1 LF 16 31 25.00476 13280 13281 GUARDRAIL GR MGS1A LF 20 35 30.68966 13281 13282 GUARDRAIL GR MGS1, 9' POST LF 40 40 40 13282 13283 RADIAL GUARDRAIL GR MGS1 LF 31 31 31 13283 13285 RADIAL GUARDRAIL GR MGS1, 9' POST LF 31 31 31 13285 13286 GUARDRAIL TERMINAL GR MGS2 EA 1700 3600 2421.73913 13286 13287 GUARDRAIL END ANCHORAGE GR MGS3 EA 900 1500 1135 13287 13288 GUARDRAIL HEIGHT TRANSITION GR MGS4 EA 250 1200 811.40351 13288 13290 GUARDRAIL GR 8 (NCHRP 350 TL 3) LF 5 5 5 13290 13310 GUARDRAIL TERMINAL GR 6 (NCHRP 350) LF 40 194.92 107.18305 13310 13312 GUARDRAIL TERMINAL GR 7 (NCHRP 350) EA 800 3100 2161.76471 13312 13315 GUARDRAIL TERMINAL GR 11 EA 608.59 1535 817.94163 13315 13320 GUARDRAIL GR 2 LF 12 70 16.115 13320 13322 GUARDRAIL GR 2 8' POST LF 17.5 40 25.52917 13322 13323 GUARDRAIL GR 2A LF 14 34 24.23352 13323 13331 RAD. GUARDRAIL GR 2 LF 13 31 20.39022 13331 13345 ALT.BREAKAWAY CABLE TERM.(GR 9) EA 1300 6500 2633.30174 13345 13346 REMOVE GR 7 TERMINAL EA 0.01 800 308.97564 13346 13349 GUARDRAIL TER.SITE PREPARATION EA 60 2200 603.5126 13349 13355 GUARDRAIL GR 10 LF 22 39.98 26.14972 13355 13375 RAILING, TEXAS T 6 LF 150 150 150 13375 13383 FIXED OBJECT ATTACH. GR FOA 1 TY. I EA 900 5000 2350.20292 13383 13384 FIXED OBJECT ATTACH. GR FOA 1 TY. II EA 200 975 539.655 13384 13385 FIXED OBJECT ATTACH. GR FOA 3 TY. I EA 900 1415.64 1030.80571 13385 13389 FIXED OBJECT ATTACH. GR FOA 4 TY. I EA 3246 3246 3246 13389 13390 FIXED OBJECT ATTACH. GR FOA 4 TY. II EA 2835 2835 2835 13390 13391 FIXED OBJECT ATTACH. GR FOA 4 TY. III EA 2164 2164 2164 13391 13392 FIXED OBJECT ATTACH. GR FOA 2 TY. I EA 1900 5015 2882.07063 13392 13393 FIXED OBJECT ATTACH. GR FOA 2 TY. II EA 400 2090 861.2963 13393 13421 MEDIAN BARRIER MB 3 LF 21 35 25.39873 13421 13460 MEDIAN BARRIER MB 7D LF 45 45 45 13460 13462 MEDIAN BARRIER MB 7F LF 200 300 237.5 13462 Page 7 of 27
13480 CABLE BARRICADE CR 1 EA 2000 2000 2000 13480 13485 MEDIAN BARRIER MB 8A TYPE I LF 222 222 222 13485 13495 TRAF. BARR. SER. CONC. SGL FC PAR.MB 10A LF 21.11 77 48.603 13495 13496 TRAF. BARR. SER. CONC. DBL FC PAR.MB 11A LF 20 65 42.84751 13496 13510 DIRECTIONAL ISLAND CURB SI 3 LF 14 33.75 19.08225 13510 13530 RETAINING WALL RW 3 CY 493.18 1000 571.21692 13530 13540 CONC. CLASS A3 RETAINING WALL CY 625 625 625 13540 13561 POROUS BACKFILL CY 80 400 93.61702 13561 13565 RETAINING WALL EXCAVATION CY 28 200 54.15212 13565 13592 TRAF.BAR.SER.GD.RAIL TER.GR 6 LF 160 160 160 13592 13601 BULL NOSE BARRIER EA 5500 5500 5500 13601 13603 IMPACT ATTEN. TY. 1 (TL 3, LOW MAINT.) EA 8500 40000 26166.66667 13603 13604 IMPACT ATTEN.SER. TY. 1 (TL 3,>45 MPH) EA 4500 22000 8931.66667 13604 13605 IMPACT ATTEN.SER.TY.1A(TL 2,45 MPH MAX) EA 7500 10413.04 9271.01333 13605 13606 IMPACT ATTEN.(TL 2, <40 MPH DES.SP) EA 3459.48 17669.5 8196.15333 13606 13607 IMPACT ATTEN.(TL 3,>=40 MPH DES.SP.) EA 25000 25000 25000 13607 13610 IMPACT ATT.SER.TY.III(TL 3>45 MPH DES SP EA 3600 3600 3600 13610 13611 IMPACT ATTENUATOR SER. TYPE I EA 3800 17312 11521.14286 13611 13630 IMPACT ATTEN. SER. TYPE I A EA 4000 4000 4000 13630 14100 REMOVAL OF SIDEWALK AND ENTRANCE SY 9 81 23.78527 14100 14120 REMOVAL OF COMB. CURB AND GUTTER LF 10 29.12 22.28514 14120 14260 CRUSHER RUN AGGR. NO. 25 OR 26 TON 29.6 65 41.64244 14260 14270 AGGR. MATL. NO. 25 OR 26 TON 30 326.38 39.65832 14270 14300 CEMENT CONCRETE SIDEWALK 4" SY 40 99 52.49928 14300 14380 PAVEMENT RESTORATION TON 100 300 201.19048 14380 14411 PIPE TIE IN EA 544.48 6000 2453.98857 14411 14414 CURB (CG 2) LF 45 45 45 14414 14440 SAW CUT SIDEWALK LF 1 11.1 6.84629 14440 14450 SAW CUT CURB, GUTTER AND ENTRANCES LF 3.49 12 5.14549 14450 14500 CLASS A 3 CONCRETE CY 175 860 431.875 14500 14502 REINFORCING STEEL LB 1 10 3.43775 14502 14504 STEEL DROP INLET FRAME EA 1000 1000 1000 14504 15290 PATCH.CEM.CONC.PAVE.TY.CRCP A SY 116.52 116.52 116.52 15290 15301 PATCH.CEM.CONC.PAVE. TY. I SY 200.37 530 272.47656 15301 Page 8 of 27
15302 PATCH.CEM.CONC.PAVE. TY. II SY 200.37 200.37 200.37 15302 16162 MODIFIED DOUBLE SEAL SY 4.5 4.5 4.5 16162 16242 AGR.BASE MAT.TY.I OR II NO. 21A OR21B TON 12 70 38.82803 16242 16249 NONTRACKING TACK COAT GAL 3.15 3.15 3.15 16249 16335 ASPHALT CONC. TY. SM 9.5A TON 58 119.52 71.01433 16335 16340 ASPHALT CONC. TY. SM 9.5D TON 63 116 67.55099 16340 16342 ASPH. CONC. TY. SM 9.5DSL (SPOT LEVEL) TON 130 130 130 16342 16350 ASPHALT CONC. TY. SM 12.5A TON 71 71 71 16350 16355 ASPHALT CONC. TY. SM 12.5D TON 61.78 79.69 70.77203 16355 16360 ASPHALT CONC. TY. SM 12.5E(76 22/64E) TON 77 565 81.06402 16360 16362 ASPHALT CONC. TY. SM 19.0A TON 260 260 260 16362 16365 ASPHALT CONC. TY. IM 19.0A TON 54 90.2 58.41063 16365 16370 ASPHALT CONC. TY. IM 19.0D TON 54.51 132 65.55784 16370 16371 ASPH. CONC. TY. IM 19.0E (76 22 OR 64E) TON 78 78 78 16371 16373 ASPH. CONC. TY. IM 19.0A (T) TON 140 140 140 16373 16387 MACHINING SHOULDERS LF 0.01 4 2.35423 16387 16390 ASPH. CONC. BASE COURSE TY. BM 25.0A TON 85 85 85 16390 16392 ASPH. CONC. BASE COURSE TY. BM 25.0D TON 84 84 84 16392 16395 ASPH. CONC. BASE COURSE TY. BM 25.0A (T) TON 81 81 81 16395 16398 MANUAL SHOULDERS RESTORATION LF 8 15 12.66667 16398 16403 STONE MATRIX ASPH SMA 12.5(76 22/64E) TON 84.73 111 89.60241 16403 16405 STONE MATRIX ASPH SMA 19.0(76 22/64E) TON 76.46 76.46 76.46 16405 16502 SURF.PREPARATION & RESTOR. TY. II TON 90 106 98.96948 16502 16516 FLX.PAV.TIE IN PLANING 0" 2" SY 5.63 8.36 6.02833 16516 16522 FLEXIBLE PAVE.PLANING 0" 2" SY 0.91 40 1.82549 16522 16523 FLEXIBLE PAVEMENT PLANING ABOVE 2" 4" SY 3.75 8 3.90633 16523 16535 RIGID PAVEMENT PLANING 0" 2" SY 45 45 45 16535 17311 W BEAM TERM CONNECTOR EA 0.01 40 21.25417 17311 17313 W BEAM END SECT(FLARED EA 0.01 40 11.43571 17313 17317 W BEAM END SECT(ROUNDED) EA 30 60 33.78378 17317 17321 W BEAM BACKUP PLATE EA 5 10 9.5614 17321 17323 GUARDRAIL BEAM LF 8 31 12.86513 17323 17325 RADIAL GUARDRAIL BEAM LF 9 35 16.37389 17325 17327 RUB RAIL LF 5 75 9.72222 17327 Page 9 of 27
17329 POST (WOOD, CONC., OR STEEL) EA 40 77 55.03937 17329 17330 RUB RAIL OFFSET BLOCK EA 5 15 10.55556 17330 17331 OFFSET BLOCK EA 6 66 10.25197 17331 17336 BR GR POST ATTACHMENT (VARIOUS TYPES) EA 100 4800 990.90909 17336 17338 DRILL HOLE EA 1 50 22.59259 17338 17341 REALIGN POST EA 0.01 500 20.31058 17341 17342 STEEL TUBE GR 7 EA 100 100 100 17342 17343 TERMINAL CONNECTOR, GR 7 EA 40 40 40 17343 17344 SOIL PLATE GR 7 EA 25 25 25 17344 17346 BUFFERED END ASSEMBLY GR 7 EA 40 40 40 17346 17348 BREAKAWAY POST GR 7 EA 300 300 300 17348 17351 CABLE ASSEM.& ANCHOR PLATES GR 7 EA 25 25 25 17351 17352 STRUT AND YOKE ASSEMBLY GR 7 EA 25 25 25 17352 17374 EMERGENCY MOBILIZATION EA 3 20000 1234.34783 17374 17381 POST(BENT PLATE OR S3X5.7 STEEL) GR 8 EA 40 100 44.375 17381 17383 END POST SUPPORT ANGLES, GR 8 EA 25 25 25 17383 17451 GUARDRAIL DELINEATOR EA 0.01 10 5.97517 17451 17501 GUARDRAIL BEAM (ST. OWNED) LF 0.01 15 0.27768 17501 17503 POST (WOOD, CONC. OR STEEL) (ST. OWNED) EA 0.01 0.01 0.01 17503 21020 MEDIAN STRIP MS 1 SY 92 149 114.86096 21020 21110 MEDIAN STRIP MS 1A SY 112 193.46 130.16363 21110 22501 FENCE FE W1 LF 12.98 14 13.0878 22501 22511 FENCE FE W2 LF 19 19 19 22511 22541 LINE BRACE UNIT FE W1,FE W2 EA 175 270.5 229.57143 22541 22581 CORNER BRACE UNIT FE W1,FE W2 EA 175 525 475 22581 22643 FENCE FE CL LF 1.1 60 11.05324 22643 22681 FENCE FE B LF 13.5 18 17.03077 22681 22721 LINE BRACE UNIT FE B EA 375 375 375 22721 22741 CORNER BRACE UNIT FE B EA 500 500 500 22741 22908 GATE FE G L=12' EA 500 500 500 22908 23042 WATER GATE FE 4 TY.II EA 2500 2500 2500 23042 23043 WATER GATE FE 4 TY.III LF 186.34 186.34 186.34 23043 23560 TEMP. SAFETY FENCE 4' LF 2.2 10 5.41812 23560 24100 ALLAYING DUST HR 0 240 18.19336 24100 Page 10 of 27
24150 TYPE 3 BARRICADE 4' EA 175 1000 425.494 24150 24152 TYPE 3 BARRICADE 8' EA 50 1150 451.79318 24152 24160 TEMPORARY (CONSTRUCTION) SIGN SF 0.01 50 25.29178 24160 24260 CR. RUN AGGR. NO. 25 OR 26 TON 16.08 100 22.01567 24260 24267 TEMPORARY DETECTABLE WARNING STRIP LF 17 17 17 24267 24268 AUTOMATED FLAGGER ASSISTANCE DEVICE HR 70 70 70 24268 24269 PORTABLE TEMPORARY RUMBLE STRIP EA 300 300 300 24269 24271 GROUP 2 LONGITUDINAL CHANNELIZING DEVICE LF 8 8 8 24271 24272 TRUCK MOUNTED ATTENUATOR HR 0.01 250 20.51036 24272 24278 GROUP 2 CHANNELIZING DEVICES DAY 0.01 40 0.80953 24278 24279 PORT.CHANGEABLE MESS. SIGN HR 0.01 60 3.52764 24279 24281 ELECTRONIC ARROW BOARD HR 0.01 35 4.03589 24281 24282 FLAGGER SERVICE HR 0 200 18.10596 24282 24285 TEMPORARY ASPHALT MEDIAN LF 35 35 35 24285 24286 FLEXIBLE POST DELINEATOR EA 85 347.42 123.08932 24286 24288 WARNING LIGHT TY. B DAY 0.2 9 1.66737 24288 24290 TRAFFIC BARRIER SER. CONC. MB 7D PC LF 18 125 32.95167 24290 24400 OBSCURING ROADWAY UNIT 1 2500 542.41745 24400 24410 DEMO. OF PVMT (COMBINATION) SY 2 25.75 8.93418 24410 24420 DEMO. OF PAVEMENT (RIGID) SY 8.67 25 11.5452 24420 24430 DEMO. OF PAVEMENT (FLEXIBLE) SY 1 35.8 6.04235 24430 24600 REMOVE EXISTING GUARDRAIL LF 0.01 15 2.51648 24600 25002 HANDRAIL HR 1 TYPE I LF 105 105 105 25002 25003 HANDRAIL HR 1 TYPE II LF 148.69 150 149.13112 25003 25004 HANDRAIL HR 1 TYPE III LF 350 350 350 25004 25505 FIELD OFFICE TY.I MO 1200 6200 2183.18741 25505 25506 FIELD OFFICE TY.II MO 1200 2000 1564.08485 25506 25507 FIELD OFFICE TY.III MO 700 4639.7 2115.12 25507 25565 PROGRESS SCHEDULE BASELINE LS 500 40000 11742.13333 25565 25567 PROGRESS SCHEDULE UPDATES EA 150 1000 385.25013 25567 25591 DESIGN BUILD PRELIMINARY ENG EA 1 1 1 25591 25593 DESIGN BUILD QAQC EA 1 1 1 25593 26117 DRY RIPRAP CL. AI TON 24.4 100 39.50285 26117 26119 DRY RIPRAP CL.I 18" TON 22.51 62 27.82377 26119 Page 11 of 27
26126 DRY RIPRAP CL.I 26" SY 75 125 80.64582 26126 26127 DRY RIPRAP CL.I 26" TON 38.83 150 54.91666 26127 26239 DRY RIPRAP CL.II 38" TON 59 59 59 26239 27000 SEL TREE REMOVAL TRIM AND CLEAN ACRE 1437.26 15000 9574.904 27000 27012 TOPSOIL CLASS A 2" ACRE 5000 11000 6660.8375 27012 27013 TOPSOIL CLASS A CY 18.7 18.7 18.7 27013 27022 TOPSOIL CLASS B 2" ACRE 13750 24691 19220.5 27022 27023 TOPSOIL CLASS B CY 25 350 134.78261 27023 27100 PERMANENT SEED LB 8.31 55 10.81164 27100 27101 TEMPORARY SEED LB 10 95 15.06274 27101 27102 REGULAR SEED LB 5 67 18.11533 27102 27103 OVERSEEDING LB 1 62 8.97531 27103 27104 LEGUME SEED LB 17.31 75 30.52325 27104 27105 LEGUME OVERSEEDING LB 1 100 20.58619 27105 27110 HYDRAULIC EROSION CONTROL PRODUCT TYPE 1 SY 0.89 0.89 0.89 27110 27111 HYDRAULIC EROSION CONTROL PRODUCT TYPE 2 SY 0.65 3.75 0.94102 27111 27112 HYDRAULIC EROSION CONTROL PRODUCT TYPE 3 SY 0.8 2.75 1.14131 27112 27113 HYDRAULIC EROSION CONTROL PRODUCT TYPE 4 SY 1.25 1.25 1.25 27113 27120 SEDIMENT RETENTION ROLL 18" MIN LF 6.5 20 9.04407 27120 27210 FERTILIZER(10 20 10) LB 12.75 900 15.69767 27210 27215 FERTILIZER(15 30 15) LB 0 1500 1.57029 27215 27220 FERTILIZER(5 10 10) LB 600 600 600 27220 27221 FERTILIZER(10 10 10) LB 0.8 640 1.31038 27221 27225 FERTILIZER(0 46 0) LB 1000 1000 1000 27225 27226 FERTILIZER(46 0 0) LB 2 1000 7.11792 27226 27230 FERTILIZER (NITROGEN N) LB 0.83 24 1.91328 27230 27231 FERTILIZER (PHOSPHOROUS P) LB 0.83 18 1.93876 27231 27232 FERTILIZER (POTASSIUM K) LB 0.83 34 2.3093 27232 27250 LIME TON 115 1250 298.3307 27250 27284 EROSION CONTROL MULCH SY 0.35 10 0.64547 27284 27288 EROSION CONTROL MULCH ACRE... 27288 27300 SOD SY 10 30 15 27300 27318 ROLLED EROSION CTRL PRODUCT EC 2 TYPE 1 SY 2 4.19 2.77921 27318 27319 ROLLED EROSION CTRL PRODUCT EC 2 TYPE 2 SY 0.25 9.25 4.63556 27319 Page 12 of 27
27320 ROLLED EROSION CTRL EC 2 TYPE 3 SY 3 5.8 4.28373 27320 27321 ROLLED EROSION CTRL EC 2 TYPE 4 SY 2 20 5.51094 27321 27325 ROLLED EROSION CTRL PRODUCT EC 3 TYPE 1 SY 3.8 15 9.25398 27325 27326 ROLLED EROSION CTRL PRODUCT EC 3 TYPE 2 SY 4 62.11 5.10099 27326 27327 ROLLED EROSION CTRL PRODUCT EC 3 TYPE 3 SY 4 32 7.93525 27327 27330 HERBICIDE SPRAYING UNIT 1800 1800 1800 27330 27336 TEMP.DIVE.CHANNEL LINING CL. A SY 8.86 8.86 8.86 27336 27337 TEMP.DIVE.CHANNEL LINING CL. B SY 40.57 40.57 40.57 27337 27340 TEMP.DIVE.CHANNEL EXCAVATION CY 3.07 18.75 4.75 27340 27345 TEMPORARY DIVERSION DIKE LF 1.65 60 8.07316 27345 27401 EROSION CONTROL RIPRAP TON 38 45 41.16742 27401 27410 CHECK DAM, ROCK TY. I EA 165 1200 565.09778 27410 27415 CHECK DAM(ROCK) TY. II EA 50 746.35 236.6504 27415 27422 DEWATERING BASIN EC 8 EA 250 4000 1642.66468 27422 27430 SILTATION CONTROL EXCAVATION CY 0 60 5.75442 27430 27440 MOWING HR 25 48 36.80952 27440 27451 INLET PROTECTION, TYPE A EA 165 800 284.94323 27451 27461 INLET PROTECTION, TYPE B EA 125 400 223.09755 27461 27500 GEOTEXTILE FABRIC SY 2.25 6 2.59528 27500 27504 TEMP. SILT FENCE TYPE B LF 2.5 10 5.60614 27504 27505 TEMP. SILT FENCE TYPE A LF 1 20 3.27128 27505 27506 TEMP. FILTER BARRIER LF 0.01 6.6 5.05665 27506 27510 COFFERDAMS EA 1246.82 1246.82 1246.82 27510 27525 TURBIDITY CURTAIN, PERVIOUS LF 25 30 28.946 27525 27526 TURBIDITY CURTAIN, IMPERVIOUS LF 20 100 77.69667 27526 27545 STORM WATER MAN. BASIN EXCAV. CY 3.25 40 17.5068 27545 27550 STORM WATER MAN.DRAIN.STR.SWM LF 697 1250 1064.25692 27550 27568 STORM WATER MAN.RISER PIPE 60" LF 1468 1468 1468 27568 27580 TEMP. SEDIMENT BASIN EXCAVATION CY 6.28 25 11.40157 27580 27600 CLOSING WELL EA 1779.88 4500 2082.11556 27600 28805 BED PREPARATION UNIT 185 235.4 210.93398 28805 28810 MULCHING CY 60.5 75 62.93852 28810 28811 REMULCHING CY 58 110 61.25 28811 28844 OVERSIZE PLANTING PIT EA 235 235 235 28844 Page 13 of 27
28860 REM. OF STAKES, GUYS & WIRE ATTACHMENTS EA 11 15 14.67985 28860 28884 TREE TUBE EA 19.75 19.75 19.75 28884 40002 3/4" WATER SERVICE LINE LF 16.86 182.75 42.62343 40002 40003 1" WATER SERVICE LINE LF 24 83 28.87435 40003 40006 2" WATER SERVICE LINE LF 9.6 47.92 16.04636 40006 40012 DESIGN BUILD UTILITIES EA 1 1 1 40012 40020 2" WATER MAIN LF 58.06 58.06 58.06 40020 40060 6" WATER MAIN LF 18 18 18 40060 40061 6" DI WATER MAIN LF 42.05 470 173.94097 40061 40081 8" DI WATER MAIN LF 75.77 209 120.83158 40081 40101 10" DI WATER MAIN LF 680 680 680 40101 40121 12" DI WATER MAIN LF 259.25 259.25 259.25 40121 40161 16" DI WATER MAIN LF 85.42 350 103.7711 40161 40406 16" BEND EA 1500 1972 1844.92308 40406 40422 16" BRANCH EA 2624 2624 2624 40422 40440 16" PLUG OR CAP EA 300 300 300 40440 40460 16" REDUCER EA 1632 1632 1632 40460 41002 2" GATE VALVE & BOX EA 709.15 953.88 831.515 41002 41006 6" GATE VALVE & BOX EA 906.85 5750 1968.85455 41006 41008 8" GATE VALVE & BOX EA 1510 1581.89 1545.945 41008 41010 10" GATE VALVE & BOX EA 9950 9950 9950 41010 41012 12" GATE VALVE & BOX EA 2822 2822 2822 41012 41016 16" GATE VALVE & BOX EA 7610 7610 7610 41016 41018 16" BUTTERFLY VALVE & BOX EA 8500 8500 8500 41018 41104 ADJUST EXIST. VALVE BOX EA 110 950 275.6875 41104 41815 2" BLOW OFF VALVE & BOX EA 1648.01 1908.46 1778.235 41815 41820 FIRE HYDRANT EA 2970 4200 3477.33333 41820 41830 1" AIR RELEASE VALVE & BOX EA 3700 4055 3851.66667 41830 41835 1" AIR RELEASE VALVE & MANHOLE EA 1960.5 1960.5 1960.5 41835 41967 5/8" WATER METER BOX & YOKE EA 850 1313.5 889.98611 41967 41970 5/8" WATER METER & BOX EA 1200 1200 1200 41970 41972 1" WATER METER & BOX EA 2700 2700 2700 41972 41977 ADJUST EXIST. WATER METER BOX EA 520 520 520 41977 42040 4" SAN. SEWER PIPE LF 45 45 45 42040 Page 14 of 27
42044 4" SANITARY SERVICE LATERAL CONNECTION LF 60 60 60 42044 42080 8" SAN. SEWER PIPE LF 59.8 59.8 59.8 42080 42161 16" DI SANITARY SEWER PIPE LF 189.52 189.52 189.52 42161 42490 16" BEND FORCE MAIN EA 4000 4000 4000 42490 42510 16" PLUG OR CAP FORCE MAIN EA 2500 2500 2500 42510 42616 16" VALVE & BOX FORCE MAIN EA 12000 12000 12000 42616 42708 8" SANITARY DROP CONNECTION LF 50 50 50 42708 42755 SANITARY SEWER MANHOLE LF 663 663 663 42755 42764 MANHOLE FRAME & COVER F&C 1 EA 650 650 650 42764 42765 ADJUST EXIST FRAME & COVER EA 165 520 449 42765 42845 4" SEWER CLEANOUT EA 413 413 413 42845 44500 ADJ EXIST. SMALL GAS VALVE BOX EA 110 110 110 44500 45512 CONCRETE ENCASEMENT LF 170.55 170.55 170.55 45512 45572 18" STEEL ENCASE. PIPE LF 93.24 93.24 93.24 45572 45602 36" STEEL ENCASE. PIPE LF 250 250 250 45602 50012 ROAD EDGE DELINEATOR, ED 2 EA 100 185 151.86047 50012 50030 BARRIER DELINEATOR EA 30 30 30 50030 50108 SIGN PANEL SF 16 55 26.94147 50108 50204 SIGN POST WOOD 4" X 4" LF 25 25 25 50204 50206 SIGN POST WOOD 6" X 6" LF 20 30 27.82128 50206 50404 VA SIGN POST, W4 x 13 LF 60 60 60 50404 50406 VA SIGN POST, W6 x 12 LF 55 80 70.18987 50406 50411 VIA SIGN POST, W12 X 14 LF 100 100 100 50411 50415 VIA SIGN POST, W14 X 26 LF 78.25 196.04 134.96617 50415 50416 VIA SIGN POST, W16 X 26 LF 125 125 125 50416 50417 VIA SIGN POST, W16 X 31 LF 135 202.34 190.48614 50417 50430 SIGN POST STP 1, 2", 14 GAUGE LF 7.74 50 15.96137 50430 50432 SIGN POST STP 1, 2 3/16", 10 GAUGE LF 11.94 85 20.491 50432 50434 SIGN POST STP 1, 2 1/2", 10 GAUGE LF 11.19 100 26.281 50434 50436 SIGN POST STP 1, 2 1/2", 12 GAUGE LF 7.38 79.92 17.20253 50436 50485 CONC. FDN. STP 1 TY.A EA 130.8 922.92 365.96915 50485 50486 CONC. FDN. STP 1 TY.B EA 247.8 965.38 542.57667 50486 50487 CONC. FDN. STP 1 TY.C EA 750 750 750 50487 50488 CONC. FDN. STP 1 TY.D EA 71.4 600 216.48333 50488 Page 15 of 27
50489 CONC. FDN. STP 1 TY.E EA 124.2 600 295.75294 50489 50490 CONC. FDN. STP 1, TY.F EA 75 1065.94 364.73893 50490 50501 CONC.FDN.SSP V A 2'6" DIA.X 7' DEPTH EA 3250 3250 3250 50501 50502 CONC.FOUND.SSP V A 1'9" DIA.X 4'6" D EA 750 750 750 50502 50503 CONC.FOUND.SSP V A 2'6" DIA.X 6' D EA 800 800 800 50503 50528 CONC.FOUND.SSP VI A 3'0" DIA.X 7' DE EA 1672 3300 2618.02 50528 50532 CONC.FOUND.SSP VI A 3'0" DIA.X 8' DE EA 3850 3850 3850 50532 50544 CONC.FOUND.SSP VI A 3'6" DIA.X 9' DE EA 4400 4400 4400 50544 50558 CONC.FOUND.SSP VI A 4' DIA.X 9'6" DE EA 2633.39 2633.39 2633.39 50558 50575 CONC.FOUND.O/H SIGN STRUCTURE CY 1000 1960.37 1124.44784 50575 50600 REMOVE TY.I SIGNS EA 108 420 284.98551 50600 50610 RELOC.EXIST.SIGN STRUCT.TY. I EA 275 563.62 419.31 50610 50612 RELOC.EXIST.SIGN STRUCT.TY.III EA 1539.5 1539.5 1539.5 50612 50614 RELOC.EXIST.SIGN STRUCT.TY.VIA EA 1392.64 1392.64 1392.64 50614 50617 RELOC.EXIST.SIGN STR.TY.WP 1 EA 961 961 961 50617 50623 REPL.WITH SIGN TY.SP 4 ON O/H STR. EA 6000 6000 6000 50623 50662 REM.SALVAGE SIGN STRUCT.TY.III EA 990.87 990.87 990.87 50662 50696 REM.SAL.O/H STR.& LGTS.TY.DC 1 EA 16000 16000 16000 50696 50759 RELOC.EXIST.SIGN PANEL TY.SP 1 EA 125 750 358.57143 50759 50760 RELOC.SIGN TY.SP 1 TO O/H STR. EA 2525 2525 2525 50760 50762 RELOC.EXIST.SIGN PANEL TY.SP 3 EA 7000 7000 7000 50762 50860 REM. DISPOSE SIGN STRUCT.TY.I EA 175 2484.58 380.7832 50860 50862 REM. DISPOSE SIGN STR.TY.III EA 650.38 650.38 650.38 50862 50863 REM. DISPOSE SIGN STR. TY. V A EA 100 750 325.44946 50863 50864 REM. DISPOSE SIGN STR.TY. VI A EA 1050 1050 1050 50864 50867 REM. DISPOSE SIGN STR.TY. WP 1 EA 125 415 140.26316 50867 50868 REM. DISPOSE SIGN STR.TY. WP 2 EA 357.62 357.62 357.62 50868 50883 REM.DIS.SIGN TY.SP 3 FROM O/H ST EA 5000 5000 5000 50883 51005 MASTER CONTROLLER, TY. A EA 6497.08 6497.08 6497.08 51005 51030 LOCAL CONTROLLER, TY. A EA 17500 24000 19449.456 51030 51031 LOCAL CONTROLLER, TY. B EA 28750 28750 28750 51031 51162 FLASHING BEACON FB 2 EA 4500 4500 4500 51162 51163 FLASHER EA 800 1775 960.966 51163 51170 ELECTRICAL SERVICE SE 5 EA 2600 4725 2847.49512 51170 Page 16 of 27
51184 TRAF. SIG. HEAD SEC 12" LED EA 200 960 285.58025 51184 51198 PEDESTRIAN ACTUATION PA 2 EA 150 325 182.94348 51198 51199 PEDESTRIAN ACTUATION PA 3 EA 732.66 975 878.064 51199 51200 PEDESTRIAN ACTUATION PA 4 EA 963.32 1250 1202.22 51200 51210 PEDESTAL POLE PF 2 10' EA 768.46 1150 863.845 51210 51212 PEDESTAL POLE PF 2 12' EA 650 1375 682.47077 51212 51238 CONC. FOUND. SIGNAL POLE PF 8 CY 857.45 2300 1053.89133 51238 51240 CONC. FOUNDATION PF 2 EA 385.95 1150 444.00789 51240 51245 CONCRETE FOUND. CF 1 EA 622.26 622.26 622.26 51245 51247 CONCRETE FOUND. CF 3 EA 745.2 4050 1401.05455 51247 51248 CONCRETE FOUNDATION CF 4 EA 1600 4250 2188.36 51248 51475 SIGNAL POLE MP 3, TY. A EA 6853.81 13500 9329.30167 51475 51476 SIGNAL POLE MP 3, TY. B1 EA 7537.21 10370 9646.91276 51476 51477 SIGNAL POLE MP 3, TY. B2 EA 7841.26 12482 11156.07429 51477 51478 SIGNAL POLE MP 3, TY. C EA 9110.12 11500 9707.59 51478 51479 SIGNAL POLE MP 3, TY. D EA 7233.15 9600 8416.575 51479 51480 SIGNAL POLE MP 3, TY. E1 EA 8029.48 8029.48 8029.48 51480 51481 SIGNAL POLE MP 3, TY. E2 EA 8355.25 8355.25 8355.25 51481 51482 SIGNAL POLE MP 3, TY. F EA 9546.86 11980 10357.90667 51482 51485 MAST ARM 30' EA 2694 3532.13 2973.37667 51485 51486 MAST ARM 40' EA 2852 4680 3391.4725 51486 51487 MAST ARM 49' EA 3899 6700 4752.97929 51487 51488 MAST ARM 60' EA 5860 9000 6225.56429 51488 51489 MAST ARM 65' EA 6435 6740.62 6552.54615 51489 51490 MAST ARM 70' EA 7612 9550 8085.3125 51490 51491 MAST ARM 75' CAST 1 EA 8197 11125 9475.35 51491 51492 MAST ARM 75' CASE 2 EA 8557.7 9200 8942.56667 51492 51507 VIDEO DET. CAMERA EA 2800.84 17850 3658.7392 51507 51508 VIDEO DET. CABLE LF 2.59 7.25 2.68822 51508 51521 EVP DETECTION SYSTEM 1 WAY EA 6350 6350 6350 51521 51523 EVP DETECTION SYSTEM 3 WAY EA 6400 6541.6 6470.8 51523 51524 EVP DETECTION SYSTEM 4 WAY EA 7287.68 10500 8358.45333 51524 51525 EVP DETECTOR CABLE LF 1 8 1.69709 51525 51526 AUX. PREEMPTION OPTICAL DET. EA 899.21 899.21 899.21 51526 Page 17 of 27
51540 LOOP DETECTOR AMPLIFIER EA 275 358.8 340.54324 51540 51598 8/3 CONDUCTOR CABLE LF 4.33 10 6.22 51598 51600 14/2 CONDUCTOR CABLE LF 1.2 2 1.49421 51600 51601 14/3 CONDUCTOR CABLE LF 2 2 2 51601 51602 14/4 CONDUCTOR CABLE LF 1.35 2.25 1.37451 51602 51603 14/5 CONDUCTOR CABLE LF 1 2.5 1.17669 51603 51607 14/7 CONDUCTOR CABLE LF 1.6 4 1.66698 51607 51615 14/1 ENCLOSED COND. CABLE LF 0.5 3 1.04167 51615 51700 14/2 CONDUCTOR CABLE SHIELDED LF 1.2 3 1.46548 51700 51730 SPAN WIRE 1/2" LF 4.95 4.95 4.95 51730 51735 TETHER WIRE, 1/4" LF 3 8 4 51735 51826 HANGER ASSEMBLY SW 2, ONE WAY EA 190 201.19 197.12091 51826 51830 HANGER ASSEMBLY SM 3, ONE WAY EA 250 350 285.13514 51830 51832 HANGER ASSEMBLY SMB 1, ONE WAY EA 148.54 148.54 148.54 51832 51834 HANGER ASSEMBLY SMB 2, ONE WAY EA 207.77 207.77 207.77 51834 51835 HANGER ASSEMBLY SMB 2, TWO WAY EA 234.09 234.09 234.09 51835 51838 HANGER ASSM.SMB 3, ONE WAY EA 194.61 250 204.54619 51838 51839 HANGER ASSM.SMB 3, TWO WAY EA 240.67 240.67 240.67 51839 51912 LOOP SAW CUT 3/8" LF 8 18 12.32179 51912 51913 LOOP SAW CUT 5/8" LF 14.5 40 21.36698 51913 51933 REMOVE EXISTING POLE EA 750 2500 980.01768 51933 51934 REMOVE EXISTING FOUNDATION EA 492.22 2750 995.87206 51934 51935 REMOVE EXISTING SIGNAL HEAD EA 38.84 205 112.97407 51935 51936 REMOVE EXISTING CONTROLLER EA 136.46 1200 362.6 51936 51937 REMOVE EXISTING MANHOLE/JUNCTION BOX EA 122.55 1395 334.95658 51937 51938 REMOVE EXISTING SIGNAL HEAD EA 425 425 425 51938 51939 AUXILIARY DETECTOR RACK EA 1524.71 1524.71 1524.71 51939 51951 INSTALL SIGN EA 425 575 455 51951 51956 PORTABLE TRAFFIC CONTROL SIGNAL LS 7300 7300 7300 51956 51993 UNINTERRUPTIBLE POWER SUPPLY TYPE 1 EA 3550 3550 3550 51993 51994 UNINTERRUPTIBLE POWER SUPPLY TYPE 2 EA 3175 6000 4280.76103 51994 51995 UNINTERRUPT. PWR SUPPLY BATTERY PAC EA 425 4000 782.02992 51995 51996 UNINTERRUPTIBLE POWER SUPPLY CABINET ATT EA 3250 4100 3334.09091 51996 51997 UNINTERRUPT. PWR SUPPLY CABINET DET EA 2150 2781.89 2744.72 51997 Page 18 of 27
52403 PEDESTRIAN SIGNAL HEAD SP 8 EA 925 925 925 52403 52404 PEDESTRIAN SIGNAL HEAD SP 9 EA 520.41 850 797.67489 52404 52424 ELECTRICAL SERVICE SE 3 TYPE A EA 1334.9 2800 1768.12857 52424 52425 ELECTRICAL SERVICE SE 3 TYPE B EA 1650 1650 1650 52425 52426 ELECTRICAL SERVICE SE 4 TYPE A EA 2230.19 2230.19 2230.19 52426 54020 TYPE A PVMT LINE MRKG 4" LF 0.0471 7.25 0.05175 54020 54022 TY A PVMT LINE MRKG 6" LF 0.0749 0.75 0.08827 54022 54024 TYPE A PVMT LINE MRKG 8" LF 0.15 3.1 0.2678 54024 54026 TYPE A PAVEMENT LINE MRKG 12" LF 0.73 0.73 0.73 54026 54028 TYPE A PAVEMENT LINE MRKG 24" LF 2.6 20 5.05443 54028 54032 TYPE B CLASS I PVMT LINE MRKG 4" LF 0.47 50 0.90902 54032 54033 BONUS ELIG.TY B CLASS I PVMT LINE MRKG LF 0.68 0.94 0.875 54033 54034 TY B CL I PVMT LINE MRKG 6" LF 1 4.15 1.64917 54034 54035 BONUS ELIG.TY B CL I PVMT LINE MRKG 6" LF 1.25 2.31 1.78 54035 54037 TYPE B CLASS I PVMT LINE MRKG 8" LF 1.1 7.75 1.76439 54037 54038 BONUS ELIG. TY.B CL.I PVMT LINE MRKG 8" LF 1.38 2.81 2.02333 54038 54039 BONUS ELIG.TY.B CL.I PVMT LINE MRKG 12" LF 5.5 7.5 6.21 54039 54040 TY B CL I PVMT LINE MRKG 12" LF 3.3 55 17.52664 54040 54041 BONUS ELIGI.TY.B CL.I PVMT LINE MRKG 24" LF 8.75 13.75 10.2825 54041 54042 TY.B CL.I PAVE. LINE MARK. 24" LF 4.5 35 10.65821 54042 54049 TY.B CL.III PVMT LINE MRKG 4" LF 1 1 1 54049 54054 TY.B CL.III PVMT LINE MRKG 24" LF 14.5 14.5 14.5 54054 54060 TY.B CL.IV PVMT LINE MRKG 24" LF 12.5 69.64 28.35741 54060 54075 TY.B CL.VI PVMT LINE MRKG 4" LF 2 9.4 3.08525 54075 54076 TY.B CL.VI PVMT LINE MRKG 6" LF 3.05 5 3.59614 54076 54077 TY.B CL.VI PVMT LINE MRKG 8" LF 4.06 8 4.84473 54077 54079 TY.B CL.VI CONTRAST PVMT MRKG, 4" LF 4.5 10.45 6.18471 54079 54080 TY.B CL.VI CONTRAST PVMT MRKG, 6" LF 6.85 7 6.91519 54080 54105 ERADICATION OF EX. LINEAR PVMT MRKG LF 0.01 4 0.6143 54105 54106 ERAD. OF EXIST.NONLINEAR PVMT MRKG SF 3.3 11.1 5.07887 54106 54210 REM.EXIST.RAISED PAVE. MARKER EA 4.05 18.5 7.97168 54210 54216 REPL.LENS(SNOW PLOW.RAISED MARKER) EA 8 30 8.04492 54216 54217 SNOW PLOW.RAISED PAVE.MARK.ASPH.CONC EA 25.5 285 34.56754 54217 54218 SNOW PLOW.RAISED PAVE.MARK.HYD. CONC EA 40 72 52.58586 54218 Page 19 of 27
54240 TEMP. PAVE. MARKER 1 WAY EA 6 25 11.10672 54240 54242 TEMP. PAVE. MARKER 2 WAY EA 5 25 22.17332 54242 54250 PAVEMENT MESSAGE MARK. BICYCLE ARROW EA 120 160 156.61972 54250 54254 PAVEMENT MESSAGE MARK. BICYCLE LANE SYM. EA 270 300 292.41379 54254 54256 PVMT MESSAGE, 6', CHARACTER TY. B,CL.I EA 90 115 113.52941 54256 54257 PVMT MESSAGE, 6', CHARACTER TY. B,CL.II EA 291.34 291.34 291.34 54257 54261 PVMT MESSAGE, 8', CHARACTER TY. B,CL.I EA 200 595 397.5 54261 54262 PVMT MESSAGE, 8', CHARACTER TY. B,CL.II EA 146 400 221.94182 54262 54266 PVMT MESSAGE, 10', CHARACTER TY. B,CL.I EA 500 500 500 54266 54300 PAVE.MESS.MARK.ELONG.ARROW SIN EA 110 120 118.94737 54300 54301 BONUS ELIG.PVMT.MESS.MRK.ELONG.ARROW SGL EA 137.5 150 145.83333 54301 54310 PVMT.MESS.MRKG.ELONG.ARROW DBL EA 200 240 234 54310 54311 BONUS ELIG.PVMT.MESS.MRK.ELONG.ARROW DBL EA 250 300 275 54311 54400 PVMT MESSAGE MARK. ONLY EA 375 375 375 54400 54401 PVMT MESSAGE MARK. SCHOOL ZONE EA 1300 1420 1334.28571 54401 54403 BONUS ELIG.PAVE.MESSAGE MARK.SCHOOL ZONE EA 1625 1775 1700 54403 54405 BONUS ELIGIBLE PAVE.MESSAGE MARK."ONLY" EA 468.75 468.75 468.75 54405 54428 TEMP. PVMT MRKG, TY. A, 4" LF 0.01 2.2 0.16895 54428 54432 TEMP. PVMT MRKG, TY. A, 8" LF 0.75 1.7 1.57606 54432 54440 TEMP. PVMT MRKG, TY. A, 24" LF 4 19 8.12105 54440 54466 TYPE E TEMP. PVMT MRKG 6" LF 2 8 2.37232 54466 54510 TYPE D, CLASS I TEMP. PVMT MRKG 4" LF 1.43 1.43 1.43 54510 54512 TY. D, CL. II TEMP. PVMT MRKG 4" LF 1.26 4 1.69169 54512 54516 TY.D,CL.II TEMP. PVMT MRKG 8" LF 2 5.25 2.86366 54516 54524 TY.D,CL.II TEMP. PVMT MRKG 24" LF 4 50 15.01271 54524 54570 (THRU ARROW) TY A EA 99 99 99 54570 54571 (THRU ARROW) TY B, CL I EA 99.75 600 345.75 54571 54572 (THRU ARROW) TY B, CL II EA 400 400 400 54572 54573 (SGL TURN ARROW) TY A EA 99 99 99 54573 54574 (SGL TURN ARROW) TY B, CL I EA 90 550 255.49851 54574 54575 (SGL TURN ARROW) TY B, CL II EA 75 600 297.73358 54575 54577 DBL TURN ARR.THRU/LT OR RT TY B, CL I EA 175 450 291.97059 54577 54578 DBL TURN ARR.THRU/LT OR RT TY B, CL II EA 875 875 875 54578 54585 (DBL TURN ARROW, LT/RT) TY.B CL I EA 275 450 362.5 54585 Page 20 of 27
54586 (DBL TURN ARROW, LT/RT) TY.B CL II EA 847.33 847.33 847.33 54586 54589 (LANE REDUCTION ARROW) TY B, CL I EA 750 750 750 54589 54590 (LANE REDUCTION ARROW) TY B, CL II EA 800 800 800 54590 54592 (WRONG WAY ARROW) TY A EA 300 300 300 54592 54625 (YIELD 2?x3?) TY B, CL I EA 50 200 106.25 54625 54626 (YIELD 2?x3?) TY B, CL II EA 100 100 100 54626 55060 6 CONDUCTOR CABLE LF 2.25 3.39 3.01738 55060 55080 8 CONDUCTOR CABLE LF 1.15 2.15 1.39718 55080 55100 10 CONDUCTOR CABLE LF 1 1 1 55100 55126 CONDUCTOR CABLE, NO. 8 EGC LF 2.5 8.66 3.10732 55126 55140 CONCRETE FOUNDATION LF 1 TY. A EA 1732.5 3000 1844.33824 55140 55190 LIGHTING POLE LP 2 TYPE F EA 2250 2250 2250 55190 55385 ELECTRICAL SERVICE WORK PAD EA 350 1360 493.56154 55385 55586 JUNCTION BOX JB S1 EA 850 2000 1210.01951 55586 55587 JUNCTION BOX JB S2 EA 850 2655 1170.14792 55587 55588 JUNCTION BOX JB S3 EA 900 2600 1338.67556 55588 56014 ELECT. SER. GRD. ELECTRODE(10') EA 100 300 155.48042 56014 56021 1" PVC CONDUIT LF 0.75 12.4 4.00555 56021 56022 1" METAL CONDUIT LF 12 25 14.20727 56022 56026 1 1/4" METAL CONDUIT LF 8 15 10.43169 56026 56028 1 1/2" METAL CONDUIT LF 2.19 50 11.845 56028 56032 2" METAL CONDUIT LF 6.73 41 31.4559 56032 56050 BORED CONDUIT 2" LF 16.32 105 19.99388 56050 56051 BORED CONDUIT 3" LF 20 49 26.60848 56051 56052 BORED CONDUIT 4" LF 22.5 45 43.50829 56052 56053 2" PVC CONDUIT LF 2 9.75 5.5915 56053 56054 3" PVC CONDUIT LF 3 11 7.3071 56054 56055 4" PVC CONDUIT LF 10 13.5 11.6625 56055 56200 TRENCH EXCAVATION ECI 1 LF 2.5 135 9.81214 56200 56202 TRENCH EXCAVATION ECI 2 LF 80 80 80 56202 56205 TEST BORE EA 1685.71 7471.5 2169.87155 56205 57010 ITS CONTROLLER CABINET (GROUND MOUNTED) EA 8820 8820 8820 57010 57011 ITS CONTROLLER CABINET (POLE MOUNTED) EA 8433.02 9088.8 8651.61333 57011 57040 BROADBAND SERVICE EA 2664.47 2664.47 2664.47 57040 Page 21 of 27
57050 UNINTERRUPTIBLE POWER SUPPLY ITS CC EA 5436.76 5436.76 5436.76 57050 57060 CCTV CAMERA (DIGITAL) EA 5247.7 5247.7 5247.7 57060 57061 CCTV CAMERA (ANALOG) EA 5595.57 5595.57 5595.57 57061 57070 DIGITAL VIDEO ENCODER EA 2293.84 2506.53 2476.14571 57070 57071 DIGITAL VIDEO DECODER EA 2293.84 2399.91 2384.75714 57071 57091 CCTV CAMERA POLE (40') EA 5398.56 5398.56 5398.56 57091 57093 CCTV CAMERA POLE (60') W/ LOWER DEVICE EA 28549.65 28549.65 28549.65 57093 57190 CELLULAR/PCS WIRELESS MODEM EA 1850 1850 1850 57190 57191 900 MHZ WIRELESS ETHERNET DIST. RADIO EA 3995.74 3995.74 3995.74 57191 57192 5.8 GHZ WIRELESS BROADBAND RADIO EA 1968.71 3069 2628.884 57192 57200 FIBER OPTIC CABLE (24 STRAND) LF 1.65 1.65 1.65 57200 57203 FIBER OPTIC DROP CABLE (12 STRAND) LF 1.42 7.1 4.34272 57203 57204 PRE TERMINATED FIBER PATCH PANEL EA 437 437 437 57204 57210 UNDERGROUND SPLICE ENCLOSURE EA 1482.58 1482.58 1482.58 57210 57221 MANAGED FIELD ETHERNET SWITCH (Gbps) EA 1706 2596.45 2268.38947 57221 57227 DIST.SFP MODULE(1Gbps, LC, SHORT HAUL) EA 446.45 460 456.30455 57227 57228 DIST.SFP MODULE(1Gbps, LC, MED. HAUL) EA 1280.95 1280.95 1280.95 57228 57257 L3 FIELD AGG. ETHERNET SWITCH (HARDENED) EA 4613 4613 4613 57257 57300 ETHERNET TERMINAL SERVER EA 851.62 851.62 851.62 57300 57351 BORED ITS CONDUIT HDPE 2" LF 17.21 17.21 17.21 57351 57361 ITS CONDUIT HDPE 2" LF 2.86 2.86 2.86 57361 60120 STRUCTURE EXCAVATION CY 39 39 39 60120 60403 CONCRETE CLASS A3 CY 630 630 630 60403 60404 CONCRETE CLASS A4 CY 1621 2400 1667.74 60404 60409 CONC. CLASS A4 MOD. LOW SHRINKAGE CY 750 1319.6 996.58536 60409 60411 CONC. CLASS A4 MOD. LTWT LOW SHRINKAGE CY 1200 1500 1253.57143 60411 60450 CONC. CL. A4 BRIDGE APPR. SLAB CY 440 825 602.43831 60450 60452 REINF. STEEL BRIDGE APPR. SLAB LB 1.05 2.51 1.77568 60452 60490 BRIDGE DECK GROOVING SY 3.2 296 9.28986 60490 60495 COVER DEPTH SURVEY SY 2 7 4.85432 60495 60515 GUARDRAIL, THRIE BEAM SUPER STRUC LF 18 130 114.73966 60515 61133 PREST.CONC.SLAB 3'X21"X(+30' 35') EA 17700 17700 17700 61133 61135 PREST.CONC.SLAB 3'X15"X(+35' 40') EA 11200 11200 11200 61135 61137 PREST.CONC.SLAB 3'X18"X(+35' 40') EA 12500 12500 12500 61137 Page 22 of 27
61142 PREST.CONC.SLAB 3'X21"X(+40' 45') EA 16000 16000 16000 61142 61150 PREST. CONC. SLAB 3' X 21" X(+50' 55') EA 21250 21250 21250 61150 61180 PREST. CONC. SLAB 4' X 15" X(+30' 35') EA 14000 14650 14537.93103 61180 61182 PREST. CONC. SLAB 4' X 21" X(+30' 35') EA 19000 19000 19000 61182 61185 PREST. CONC. SLAB 4' X 15" X(+35' 40') EA 11200 11200 11200 61185 61186 PREST. CONC. SLAB 4' X 18" X(+35' 40') EA 15500 15500 15500 61186 61191 PREST. CONC. SLAB 4' X 21" X(+40' 45') EA 15000 15000 15000 61191 61195 PREST. CONC. SLAB 4' X 21" X(+45' 50') EA 16284.39 16284.39 16284.39 61195 61700 REINF. STEEL LB 1.7 1.7 1.7 61700 61711 CORROSION RESISTANT REINF.STEEL CL. I LB 1.95 3.9 2.17273 61711 61712 CORROSION RESISTANT REINF.STEEL CL. II LB 2.93 3.17 3.09386 61712 61713 CORROSION RESISTANT REINF.STEEL CL. III LB 3.4 4.4 3.47345 61713 61811 STR.STEEL PLATE GIRDER ASTM A709 GRADE50 LS 188000 188000 188000 61811 61812 STR.ST.PLATE GIRDER ASTM A709 GR.50W LS 403000 1450000 881500 61812 61821 STR.STEEL ROLLED BEAM ASTM A709 GRADE50 LS 95000 135100 119417.6433 61821 61822 STR.STEEL ROLLED BEAM ASTM A709 GRADE50W LS 170790.24 170790.24 170790.24 61822 62004 ARCHITECTURAL TREATMENT SY 262.5 262.5 262.5 62004 62010 CONCRETE PARAPET LF 74 74 74 62010 62032 RAILING,KANSAS CORRAL 32" W/CURB LF 165 225 201.41278 62032 62033 RAILING,KANSAS CORRAL 32" W/OUT CURB LF 140 381 233.0882 62033 62040 BR. MED. BARRIER TY. MC LF 90 90 90 62040 62041 RAILING, BR27C 1 RAIL LF 236.25 250 238.53363 62041 62043 RAILING, BR27C 3 RAILS LF 325 503.27 394.66013 62043 62045 RAILING, BR27D 2 RAILS LF 190.71 390 259.70651 62045 62046 RAILING, BR27D 3 RAILS LF 260 278.27 261.19378 62046 62115 TRAF.BARR.SER.CONC.SINGLE FACE PARAPET LF 40 40 40 62115 62116 TRAF.BARR.SER.CONC.DBL.FACE PAR.MB 11A LF 22 22 22 62116 62190 EPOXY OVERLAY SY 40 52 48.36237 62190 62220 LUMBER, TREATED MFBM 4000 4000 4000 62220 62421 ADHESIVE BASED JT. SEALER (CL II) 5 1/2" LF 140 140 140 62421 62492 ELASTOMERIC EXPANS. DAM 2+" 3" LF 450 450 450 62492 64011 STRUCTURE EXCAVATION CY 14 179 37.38801 64011 64015 SELECT BACKFILL (ABUTMENT ZONE) TON 29.5 74 35.92206 64015 64030 POROUS BACKFILL CY 47.16 250 197.4728 64030 Page 23 of 27
64032 GEOCOMPOSITE WALL DRAIN SY 12 90 24.34868 64032 64036 PIPE UNDERDRAIN 6" LF 10.18 32.75 19.5528 64036 64040 SHEET PILES STEEL SF 48 48 48 64040 64045 TEMPORARY SHEET PILING SF 30 250 42.95261 64045 64101 DYNAMIC PILE TEST EA 4500 6500 5166.66667 64101 64102 DYNAMIC PILE TEST (END BEARING PILES) EA 1400 2625 1706.25 64102 64112 STEEL PILES 12" LF 38 57 52.83859 64112 64114 STEEL PILES 14" LF 49 49 49 64114 64414 PRESTR. CONC CARBON STL PILES 14" LF 78 78 78 64414 64416 PRESTR. CONCRETE PILES 16" LF 100 100 100 64416 64420 PRESTR. CONC CARBON STL STRAND PILES 20" LF 140 140 140 64420 64765 PILE POINT FOR 12" STEEL PILE EA 100 145 131.65899 64765 64768 DRIVING TEST FOR 12" STEEL PILE LF 157.5 157.5 157.5 64768 64818 DRIVING TEST FOR 14" PRESTR. CONC. PILE LF 375 375 375 64818 64824 DRIVING TEST FOR 16" PRESTR. CONC. PILE LF 200 200 200 64824 64848 DRIVING TEST FOR 20" PRESTR. CONC.PILE LF 250 250 250 64848 65004 ARCHITECTURAL TREATMENT SY 262.5 262.5 262.5 65004 65013 CONCRETE CLASS A3 CY 329.79 2049.99 653.38507 65013 65014 CONCRETE CLASS A4 CY 3500 3500 3500 65014 65022 CONCRETE CLASS B2 CY 246.83 300 266.31466 65022 65200 REINF. STEEL LB 0.88 3.75 1.24328 65200 65211 CORROSION RESISTANT REINF.STEEL CL. I LB 1.7 7.5 2.35696 65211 65213 CORROSION RESISTANT REINF.STEEL CL. III LB 3.35 4 3.37584 65213 65700 CONCRETE PARAPET LF 73.5 194.76 144.188 65700 65822 RAILING,KANSAS CORRAL 32" W/CURB LF 165 165 165 65822 65823 RAILING,KANSAS CORRAL 32" W/OUT CURB LF 300 300 300 65823 65824 RAILING, BR27C 1 RAIL LF 250 250 250 65824 65826 RAILING, BR27C 3 RAILS LF 250 250 250 65826 66115 TEMP. CAUSEWAY LS 1 650000 211500.25 66115 66120 COFFERDAMS EA 1000 100000 24616.99085 66120 66127 DRY RIPRAP CL.I 26" TON 45 150 70.78883 66127 66239 DRY RIPRAP CL.II 38" TON 36.31 110 60.63486 66239 66720 CONC. BLOCK SLOPE PROTECTION SY 120 120 120 66720 66740 CONC. SLAB SLOPE PROTECTION 4" SY 230 230 230 66740 Page 24 of 27
67088 PED. FENCE 8' LF 120 200 142.7476 67088 67089 PED. FENCE 10' LF 150 150 150 67089 67400 DECK DRAINAGE SYSTEM LS 7500 38500 23000 67400 68010 CONCRETE PARAPET LF 126.37 350 210.61771 68010 68016 RAILING, TEXAS T 6 LF 45 75 57 68016 68023 RAILING,KANSAS CORRAL 32" W/OUT CURB LF 110 160 144.7449 68023 68024 RAILING, BR27C 1 RAIL LF 240 240 240 68024 68029 RAILING, BR27D 3 RAILS LF 225 225 225 68029 68040 CONCRETE CLASS A4 CY 490 1800 1447.01408 68040 68043 CONC. CLASS A4 MOD.LOW SHRINKAGE CY 475 1300 909.71906 68043 68085 COVER DEPTH SURVEY SY 8.81 150 35.32394 68085 68090 BRIDGE DECK GROOVING SY 2.5 51 5.7316 68090 68091 CORROSION RESISTANT REINF.STEEL CL. I LB 2.2 3.9 2.82885 68091 68093 CORROSION RESISTANT REINF.STEEL CL. III LB 4.5 4.5 4.5 68093 68108 STR.STEEL PLATE GIRDER ASTM A709 GR. 50W LS 215000 512362.29 363681.145 68108 68113 STR.STEEL ROLLED BEAM ASTM A709 GR. 50 LS 33240 33240 33240 68113 68166 ANCHOR BOLT REPLACEMENT EA 2500 2500 2500 68166 68170 CRACK REPAIR TYPE A LF 100 100 100 68170 68172 CRACK REPAIR TYPE B LF 31.06 100 68.08006 68172 68174 CRACK REPAIR TYPE C LF 100 100 100 68174 68175 CRACK REPAIR TYPE C SY 100 100 100 68175 68176 CRACK REPAIR TYPE D LF 100 100 100 68176 68180 EMBEDDED GALVANIC ANODES EA 32 60.87 34.82501 68180 68190 CONC. SURFACE COLOR COATING SY 35 35 35 68190 68192 REPLACE BEARING EA 1970.7 3300 2920.32429 68192 68202 PARTIAL BEAM/GIRDER REPLACEMENT LB 9.67 9.67 9.67 68202 68218 REINF. STL. SPLICER (BAR SIZE #5) EA 38 51 39.13636 68218 68241 CRACK REPAIR DRILL CRACK ARREST HOLES EA 12000 12000 12000 68241 68258 REMOVE ASPHALT CONCRETE OVERLAY SY 10 10 10 68258 68313 TYPE A MILLING (1/2") SY 17.5 17.5 17.5 68313 68314 TYPE A MILLING (1") SY 28 45 37.7439 68314 68315 TYPE A MILLING (1 1/2") SY 80 80 80 68315 68316 TYPE A MILLING (1 3/4") SY 80 80 80 68316 68322 H.E.S. PATCHING TYPE B SY 375 600 538.63636 68322 Page 25 of 27
68332 H.E.S. PATCHING TYPE C SY 300 1000 842.02899 68332 68339 DECK SLAB CLOSURE SY 650 1380 932.11566 68339 68404 EPOXY RESIN TYPE EP 5LV SY 75 75 75 68404 68406 EPOXY RESIN TYPE EP 3B/EP 3T SY 90 100 91.72131 68406 68408 SILICONE JOINT SEALANT 1" LF 23 23 23 68408 68409 SILICONE JOINT SEALANT 1 1/2" LF 35 35 35 68409 68410 SILICONE JOINT SEALANT 2" LF 56.25 56.25 56.25 68410 68510 LUMBER, UNTREATED MFBM 1400 1400 1400 68510 68529 ADHESIVE BASED JNT.SEALER (CL. I)2" LF 88 88 88 68529 68530 ADHESIVE BASED JNT.SEALER (CL. I)2 1/2" LF 95 95 95 68530 68531 ADHESIVE BASED JNT.SEALER (CL. I)3" LF 120 120 120 68531 68550 ELASTOMERIC EXP. DAM 0" TO 2" LF 165 165 165 68550 68570 EXPANSION JOINT REMOVAL LF 200 200 200 68570 68572 EXPANSION JOINT RECONSTRUCTION LF 220 250 233.47656 68572 68573 EXPANSION JOINT RECONSTRUCTION (HES) LF 130 335 207.26004 68573 68574 CLEAN AND RESEAL EXPANSION JOINT LF 30 62 33.97898 68574 68575 EXPANSION JOINT PREPARATION LF 35 35 35 68575 68579 BACK WALL RECONSTRUCTION (HES) LF 115 345 251.2536 68579 68580 BEAM END REPAIR EA 1000 1380 1272.13974 68580 68590 JACKING AND BLOCKING BEAM EA 1000 3680 2482.9737 68590 68600 CONC. SUPERSTR. SURFACE REPAIR SY 862.5 2222 1082.36873 68600 68605 MODIFIED CONCRETE (1 1/4" 1 3/4") CY 850 1750 994 68605 68606 FURNISH SILCA FUME CONCRETE (1 1/4" 1 CY 250 550 412.5 68606 68607 PLACE LATEX MODIFIED CONCRETE OVERLAY SY 50 110 61.87608 68607 68608 PLACE SILICA FUME CONCRETE OVERLAY SY 45 75 59.56545 68608 68616 VERY EARLY MOD.CONC.OVERLAY SY 97 100 99.51931 68616 68642 TYPE A HYDRO DEMOLITION 1/2" SY 45 133 67.53984 68642 68645 TYPE B HYDRO DEMOLITION 4" SY 175 175 175 68645 68675 EPOXY OVERLAY SY 42.21 70 44.60807 68675 68760 TRAF.BARR.SER.CONC.SINGLE FACE LF 40 125 85.90909 68760 68762 TRAF.BARR.SER.CONC.DOUBLE FACE LF 35 150 78.63158 68762 69007 FLOWABLE BACKFILL CY 225 225 225 69007 69008 GEOCOMPOSITE WALL DRAIN SY 25 25 25 69008 69010 PIPE UNDERDRAIN 6" LF 25 25 25 69010 Page 26 of 27