MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 8993001 MGR.NO. 056 PAGE 001 CONT 0113 SEC 13 JOB 116,ETC RES ENGR DONALD NYLAND PROJ NH 99(300),ETC HWY US 290,ETC 2499A S.CAPITAL OF TX HWY CNTY TRAVIS DIST 14 CONTRACT PRICE $ 87,827,455.17 REPORT DATE 06/13/2008 13.29.43 CONTRACTOR J.D. ABRAMS, L.P. 9821 EST PERIOD JAN 31,2000 TO AUG 16,2006 EST NO 088 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JAN 31, 2000 TIME COMPUTED FROM JAN 31, 2000 SUMMARY INFORMATION 0 DATE WORKING REASONS FOR DAYS CREDITED MONTH/YEAR OR DAYS DAYS /COMMENTS FOR DAYS CHARGED PHASE I DAYS CHARGED CREDITED CONTRACT WORK DAYS =1,129 2,375 1,193 1,182 BROUGHT FORWARD ADDL DAYS GRANTED = 86 AUG 06 1 1 TIME SUSP - LETTER SUBMITTED TOTAL DAYS ALLOWED =1,215 2 1 TIME SUSP - LETTER SUBMITTED DATE WORK COMPLETED 08/16/06 3 1 TIME SUSP - LETTER SUBMITTED DAYS CHARGED TO DATE =1,193 4 1 TIME SUSP - LETTER SUBMITTED ASSESSED LIQ DAMAGES = 0 5 1 TIME SUSP - LETTER SUBMITTED LIQ DAMAGE RATE $ 2,700 6 1 TIME SUSP - LETTER SUBMITTED 7 1 TIME SUSP - LETTER SUBMITTED LIQUIDATED DAMAGES 8 1 TIME SUSP - LETTER SUBMITTED 0 DAYS AT $ 2,700 PER DAY 9 1 TIME SUSP - LETTER SUBMITTED TOTAL = $ .00 10 1 TIME SUSP - LETTER SUBMITTED 11 1 TIME SUSP - LETTER SUBMITTED CERTIFIED AS CORRECT AND 12 1 TIME SUSP - LETTER SUBMITTED ONE COPY HAS BEEN GIVEN 13 1 TIME SUSP - LETTER SUBMITTED TO THE CONTRACTOR 14 1 TIME SUSP - LETTER SUBMITTED 15 1 TIME SUSP - LETTER SUBMITTED 16 1 WORK COMPLETED AND ACCEPTED ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 2,391 1,193 1,198 0 SATURDAY 0 SUNDAY 0 HOLIDAY 15 TIME SUSP - LETTER SUBMITTED 1 WORK COMPLETED AND ACCEPTED 1 MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 8993001 MGR.NO. 056 PAGE 001 CONT 0113 SEC 13 JOB 116,ETC RES ENGR DONALD NYLAND PROJ NH 99(300),ETC HWY US 290,ETC 2499A S.CAPITAL OF TX HWY CNTY TRAVIS DIST 14 CONTRACT PRICE $ 87,827,455.17 REPORT DATE 06/13/2008 13.29.45 CONTRACTOR J.D. ABRAMS, L.P. 9821 EST PERIOD JAN 31,2000 TO AUG 16,2006 EST NO 088 & FINAL DIST. 14 COUNTY TRAVIS CONTROL 0113-13-116 PROJECT NH 99(300) HIGHWAY US 290 0 LIMITS- 0.321 KM E OF S CONGRESS WEST OF BURLESON RD 0 TYPE OF WORK- PH II: CONST INTERCHG & 4 DIR CONNECTS 0 0005 PREPARED JUNE, 1999 0 0055 ROADWAY ITEMS NET LENGTH 2.851 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREP ROW KM 2.680 2.680 200,000.000 536,000.00 0065 0106 OBLITERATE ABND ROAD KM 0.300 0.300 45,000.000 13,500.00 0070 0110 EXCAVATION (RDWY) M3 561,034.000 561,034.000 5.600 3,141,790.40 0075 0132 EMBANK (ORD COMP)(TY C)(CL 3) M3 3,065.000 1,550.980 7.000 10,856.86 0080 0132 EMBANK (ORD COMP)(TY B)(CL 3) M3 23,269.000 23,269.000 4.800 111,691.20 0085 0160 FURN AND PLAC TPSL (CL 2)(100 MM) M2 71,044.000 78,577.680 1.300 102,150.98 0090 0160 FURN AND PLAC TPSL (CL 2)(760 MM) M2 10,904.000 10,548.290 8.000 84,386.32 0095 0164 CELL FIB SEED (TEMP)(COOL) M2 20,067.000 2,095.000 .200 419.00 0100 0164 CELL FIB SEED (TEMP)(WARM) M2 20,067.000 15,204.100 .200 3,040.82 0105 0164 CELL FIB SEED (PERM)(URBAN)(CLAY) M2 71,044.000 66,786.560 .200 13,357.31 0110 0168 VEGETATIVE WATERING KL 10,855.000 8,928.770 4.650 41,518.78 0111 0193*PLANT MAINTENANCE MO 3.000 3.000 7,914.380 23,743.14 0115 0169 SOIL RET BLNKT (CL 1)(TY C) M2 17,204.000 23,078.040 1.200 27,693.65 0120 0169 SOIL RET BLNKT (CL 2)(TY F) M2 2,317.000 879.600 2.000 1,759.20 0125 0170 IRRIGATION SYSTEM LS 1.000 1.000 156,000.000 156,000.00 0126 9088*REVISED IRRIG. CONTROLLERS LS 1.000 1.000 7,615.540 7,615.54 0130 0180 WILDFLOWER SEEDING HA 0.300 0.320 4,850.000 1,552.00 0131 9135*LANDSCAPE MAINT. JUNE - JULY 05 LS 1.000 1.000 5,302.500 5,302.50 0132 9135*LANDSCAPE MAIN. AUG THRU NOV 05 LS 4.000 4.000 4,242.000 16,968.00 0135 0192 MEXICAN WHITE OAK (MIN 75 MM CAL)(B&B) EA 58.000 0.000 325.000 .00 1 0136 0192*CHINQUAPIN OAK (MIN 65MM CAL)(CNTR) EA 91.000 91.000 325.000 29,575.00 0140 0192 EVERGREEN SUMAC (CTR NM 5) EA 43.000 43.000 25.000 1,075.00 0145 0192 FLAMELEAF SUMAC (CTR NM 5) EA 17.000 17.000 30.000 510.00 0150 0192 PRIMROSE JASMINE (CTR NM 5) EA 320.000 320.000 20.000 6,400.00 0151 0192*AUTUMN SAGE (CTR NM 1) EA 4,564.000 4,654.000 7.000 32,578.00 0155 0192 MISCANTHUS GRASS (CTR NM 1) EA 491.000 491.000 9.000 4,419.00 0160 0192 EASTERN GAMA GRASS (CTR NM 1) EA 78.000 78.000 9.000 702.00 0165 0192 HAMELIN GRASS (CNTR NM1) EA 1,510.000 1,510.000 9.000 13,590.00 0170 0192 DWARF WAX MYRTLE (CTR NM 5) EA 90.000 90.000 20.000 1,800.00 0175 0192 LANTANA (CTR NM 1) EA 285.000 285.000 6.000 1,710.00 0180 0192 MUHLY GRASS (CTR NM 1) EA 2,306.000 2,306.000 5.000 11,530.00 0181 0192*MUHLY GRASS (CTR NM 1) EA 1,898.000 1,898.000 7.000 13,286.00 0185 0192 ROSEMARY (CTR NM 1) EA 477.000 477.000 9.000 4,293.00 0186 0192*ROSEMARY (CTR NM 1) EA 968.000 968.000 7.000 6,776.00 0190 0192 TURKS CAP (CTR NM 1) EA 2,215.000 2,714.000 7.000 18,998.00 0195 0192 ABELIA (CTR NM 5) EA 180.000 180.000 18.000 3,240.00 0200 0192 DWARF YAUPON (CTR NM 5) EA 587.000 587.000 18.000 10,566.00 0205 0192 JUNIPER (CTR NM 5) EA 2,147.000 0.000 14.000 .00 0210 0192 QUINCE (CTR NM 5) EA 340.000 340.000 18.000 6,120.00 0215 0192 RED FLOWERING YUCCA (CTR NM 5) EA 281.000 281.000 18.000 5,058.00 0220 0192 SAGE (CTR NM 5) EA 400.000 454.000 20.000 9,080.00 0225 0192 BALD CYPRESS (MIN 75 MM CAL)(B&B) EA 62.000 62.000 325.000 20,150.00 0230 0192 CEDAR ELM (MIN 75 MM CAL)(B&B) EA 14.000 14.000 325.000 4,550.00 0235 0192 LIVE OAK (MIN 75 MM CAL)(B&B) EA 24.000 24.000 325.000 7,800.00 0240 0192 RED OAK (MIN 75 MM CAL)(B&B) EA 13.000 0.000 325.000 .00 0241 0192*BURR OAK (MIN 65 MM CAL)(CNTR) EA 36.000 38.000 325.000 12,350.00 0245 0192 CRAPEMYRTLE (3.0-3.7 M HT)(CNTR) EA 69.000 69.000 210.000 14,490.00 0250 0192 MOUNTAIN LAUREL (1.8-2.4 M HT)(B&B) EA 64.000 0.000 300.000 .00 0251 9088*MNTN LAUREL (CTRNM 10) C.O.#88 EA 216.000 230.000 150.000 34,500.00 0255 0192 WAXMYRTLE (MIN 2.4 M HT) EA 80.000 85.000 200.000 17,000.00 0260 0192 YAUPON (MIN 2.4 M HT)(B&B) EA 13.000 19.000 210.000 3,990.00 0265 0192 TAM JUNIPER (CTR NM 5) EA 1,241.000 0.000 14.000 .00 0270 0192 OKLAHOMA REDBUD (MIN 3.0 M HT)(B&B) EA 44.000 44.000 200.000 8,800.00 0275 0192 MEXICAN PLUM (MIN 65MM CAL) EA 58.000 58.000 250.000 14,500.00 0280 0192 LITTLE BLUESTEM (CTR NM 1) EA 43.000 43.000 9.000 387.00 0285 0192 POSSUMHAW HOLLY (CTR NM 5) EA 9.000 9.000 20.000 180.00 0289 0247*FL BS (COMPL IN PLAC)(TY D GR6 CL 4) M3 11,171.000 11,171.000 38.000 424,498.00 0290 0247 FL BS (COMPL IN PLAC)(TY D GR6 CL 4) M3 33,556.000 0.000 30.000 .00 1 0291 9140*REPAIR BAD SUBGRADE (OLTORF EXIT RMP) LS 1.000 1.000 4,466.000 4,466.00 0295 0260 LIME TREAT SUBGR (OC)(150 MM) M2 149,741.000 141,122.090 1.450 204,627.03 0300 0260 LIME (TY A)(SLURRY) MGR 2,523.000 2,857.310 75.000 214,298.25 0301 0260*LIME (TY B) MGR 1,200.000 27.790 75.000 2,084.25 0305 0310 ASPH MATRL (MC-30) L 23,930.000 0.000 .300 .00 0310 0310 ASPH MATL (AE-P) L 1,900.000 1,400.600 .300 420.18 0315 0340 ASPH CONC (TY A) MGR 20,135.000 63,307.090 33.000 2,089,133.97 0316 9127*HMAC(TY A)(OVER 125%) CO 127 MGR 23,382.190 23,382.190 10.850 253,696.76 0320 0340 ASPH CONC (TY B) MGR 12,226.000 14,371.970 33.000 474,275.01 0321 9127*HMAC(TY B)(OVER 125%) CO 127 MGR 16,191.870 16,722.370 11.190 187,123.32 0325 0340 ASPH CONC (TY C) MGR 17,396.000 19,992.970 35.000 699,753.95 0330 0360 CONC PAV (CONT REINF HY STL)(325 MM) M2 96,027.000 100,802.420 20.800 2,096,690.34 0331 9128*INSTALL TIE BAR EXIST CONC PAV CO 128 LS 1.000 1.000 7,986.000 7,986.00 0350 0402 TRENCH EXCAV PROTECTION M 5,757.000 7,152.120 10.000 71,521.20 0351 9097*ADDL. WRK STORM SYSTM #2 C.O. #97 LS 1.000 1.000 32,313.310 32,313.31 0353 0464*RC PIPE (D-LOAD)(1500 MM) M 206.270 206.270 606.650 125,133.70 0355 0416 DRILL SHAFT (600 MM) M 14.030 14.030 270.000 3,788.10 0360 0416 DRILL SHAFT (900 MM) M 24.600 24.600 260.000 6,396.00 0365 0416 DRILL SHAFT (SIGN MTS)(1050 MM) M 23.500 23.500 650.000 15,275.00 0370 0416 DRILL SHAFT (SIGN MTS)(1200 MM) M 11.000 28.480 820.000 23,353.60 0371 0416*DRILL SHAFT (SIGN MTS)(1350 MM) M 5.900 5.500 950.000 5,225.00 0375 0416 DRILL SHAFT (HIGH MAST POLE)(1500 MM) M 85.400 87.500 825.000 72,187.50 0380 0416 DRILL SHAFT (NON-REINF)(300 MM) M 10.500 10.080 215.000 2,167.20 0381 9138*RETAIN WALL SHORT EBFR LS 1.000 1.000 14,274.000 14,274.00 0385 0423 RETAINING WALL (MSE) M2 1,798.115 0.000 310.000 .00 0385 0423 ADJ EST QUANTITY TO DATE 0.000 0386 0423*RETAINING WALL (MSE) M2 1,798.115 1,798.115 326.725 587,489.12 0387 9039*WHITE COPING RET WALL (TB/CAN) CO #39 M 4,782.326 4,782.326 36.800 175,989.60 0390 0423 RETAINING WALL (TIEBACK) M2 8,455.440 8,405.340 430.000 3,614,296.20 0391 9005*ADD TIE ENDS TO RET WALL #31 LS 1.000 1.000 1,867.880 1,867.88 0392 9007*ADD PANELS.D.S.,ANCHORS & CLOS. LS 1.000 1.000 24,721.000 24,721.00 0393 9063*CHAIN LINK FENCE @ RET. WALL # 31 LS 1.000 1.000 1,132.000 1,132.00 0395 0423 RETAIN WALL (CANTILEVER)(DRILL SHAFT) M2 4,514.740 4,564.840 525.000 2,396,541.00 0396 9094*SPECIAL EQUIP & SONOTUBE RW 14 & 17 LS 1.000 1.000 91,061.890 91,061.89 0400 0432 RIPRAP (CONC)(CL B) M3 959.100 1,309.360 290.000 379,714.40 0405 0442 STR STL (WF TERM ANCH) KG 11,348.000 11,348.000 1.350 15,319.80 1 0410 0450 RAIL (TY T501F) M 5,294.170 382.580 160.000 61,212.80 0411 9046*RAIL (T-501) ADJUSTED M 5,294.170 9,458.280 98.500 931,640.58 0415 0450 RAIL (TY T501F)(MOD)(W/TRF) M 60.410 0.000 210.000 .00 0415 0450 ADJ EST QUANTITY TO DATE 0.000 0416 9046*RAIL (T-501)(MOD)(W/TRF) M 60.410 0.000 175.000 .00 0420 0450 RAIL (TY T201F)(MOD)(W/TRF) M 102.300 0.000 230.000 .00 0420 0450 ADJ EST QUANTITY TO DATE 0.000 0421 9058*RAIL (T-201)(MOD)(W/TRF) M 102.300 29.250 213.000 6,230.25 0425 0450 RAIL (TY T501) M 5,934.200 0.000 100.000 .00 0430 0450 RAIL (TY T501)(MOD) M 890.400 898.680 125.000 112,335.00 0431 0450*RAIL (TY 501)(W/TRF) M 100.000 341.810 155.000 52,980.55 0435 0464 RC PIPE (D-LOAD) (450 MM) M 4,407.540 4,093.120 110.000 450,243.20 0440 0464 RC PIPE (D-LOAD) (525 MM) M 623.010 480.870 150.000 72,130.50 0441 9111*EXC & HAUL UPSIZE PIPE C.O. #111 LS 1.000 1.000 3,313.200 3,313.20 0442 9111*EXC/BACKFILL SYS 1C C.O. #111 LS 1.000 1.000 698.840 698.84 0443 9111*BREAK IN FOR SYS 1B C.O. #111 LS 1.000 1.000 957.120 957.12 0444 9111*PLUG 30" @180+00 C.O. 111 LS 1.000 1.000 235.370 235.37 0445 0464 RC PIPE (D-LOAD) (600 MM) M 812.270 1,397.900 180.000 251,622.00 0446 9111*SAWCUT TO SLOT DRN C.O. #111 LS 1.000 1.000 187.330 187.33 0447 9111*PLUG @ 179 FOR SYS 1B C.O. #111 LS 1.000 1.000 232.340 232.34 0448 9111*RAISE DI 1B1 C.O. #111 LS 1.000 1.000 1,332.500 1,332.50 0449 9120*REDESIGN STORM SYSTEM 1-D LS 1.000 1.000 2,301.010 2,301.01 0450 0464 RC PIPE (D-LOAD) (675 MM) M 675.790 591.500 190.000 112,385.00 0451 9110*MODIFY CI 7-3 @ PLUG LS 1.000 1.000 521.340 521.34 0452 9110*INSTALL VERT. PIPE @ WALL 16 LS 1.000 1.000 8,167.310 8,167.31 0453 9110*DISPOSE OF ADDL. SPOIL LS 1.000 1.000 5,488.030 5,488.03 0454 9110*DISPOSE OF UNUSABLE BOXES LS 1.000 1.000 16,782.800 16,782.80 0455 0464 RC PIPE (D-LOAD) (750 MM) M 816.290 738.910 200.000 147,782.00 0456 9110*EXCAV & GRADE SYS. 34 SWALES LS 1.000 1.000 43,387.330 43,387.33 0457 9120*MODIFY CI 1D-1 LS 1.000 1.000 889.040 889.04 0458 9120*L1D-5 TIE-IN CONFLICT LS 1.000 1.000 3,241.240 3,241.24 0459 9120*DISPOSE OF UNUSABLE INLETS LS 1.000 1.000 11,934.330 11,934.33 0460 0464 RC PIPE (D-LOAD) (900 MM) M 268.940 813.710 260.000 211,564.60 0461 9123*SYSTEM 3 REVISIONS C.O. #123 LS 1.000 1.000 7,809.490 7,809.49 0462 9123*SYSTEM 6 REVISION C.O. 123 LS 1.000 1.000 4,109.920 4,109.92 0463 9123*DISPOSE OF UNUSABLE BOXES C.O. #123 LS 1.000 1.000 37,530.370 37,530.37 0465 0464 RC PIPE (CL III)(450 MM)(RISER) M 71.910 83.260 180.000 14,986.80 0470 0464 RC PIPE (CL III)(600 MM)(RISER) M 14.150 12.080 240.000 2,899.20 0475 0464 RC PIPE (D-LOAD)(1050 MM) M 65.250 46.270 280.000 12,955.60 0476 9067*STORM SYSTEM # 12 LS 1.000 76,401.820 1.000 76,401.82 0477 9112*EXC. & HAUL UPSIZE PIPE (CO#112) LS 1.000 1.000 1,683.790 1,683.79 0478 9112*MODIFY CI 12-11 (CO#112) LS 1.000 1.000 432.300 432.30 1 0479 9112*MOD EXIST BOX TO ADD INLET (CO #112) LS 1.000 1.000 192.900 192.90 0480 0465 INLET (COMPL)(TY-AAD) EA 29.000 29.000 3,200.000 92,800.00 0481 9105*EXCAV & HAUL UPSIZE PIPE C.O. #105 LS 1.000 1.000 919.200 919.20 0482 9105*MOD IRI-6 #CI1-11 C.O. #105 LS 1.000 1.000 306.940 306.94 0483 9105*MOD CI2-8 FOR CI1-9 C.O. #105 LS 1.000 1.000 568.360 568.36 0484 9105*MOC CI 1C1 FOR CI1-8 C.O. #105 LS 1.000 1.000 443.020 443.02 0485 0465 MANH (COMPL)(JCT BOX)(TY M) EA 54.000 63.000 2,800.000 176,400.00 0486 9116*MODIFY CI 5-2 LS 1.000 1.000 185.120 185.12 0487 9116*INSTALL CI 13-9 & JB 13-1 LS 1.000 1.000 11,515.480 11,515.48 0488 9116*EXCAV/HAUL FOR UPSIZE PIPE LS 1.000 1.000 2,478.380 2,478.38 0489 9122*EXTRA WORK CONFLICT SO. IND & BEN WHITE LS 1.000 1.000 7,404.830 7,404.83 0490 0465 INLET (COMPL)(DROP)(TY I) EA 30.000 34.000 2,500.000 85,000.00 0491 9122*EXTRA WORK ADDL. SURVEY LS 1.000 1.000 3,378.330 3,378.33 0492 9122*EXTRA WORK RELOC SYSTEM 9 LS 1.000 1.000 5,944.130 5,944.13 0493 9105*MANHOLE REDUCTION IN MATERIAL LS 1.000 1.000 -230.090 -230.09 0495 0465 MANH (COMPL)(JCT BOX)(SPL) EA 1.000 1.000 50,000.000 50,000.00 0500 0465 INLET (COMPL)(TY E)(3200 MM) EA 21.000 15.000 4,000.000 60,000.00 0505 0465 INLET (COMPL)(TY E)(4700 MM) EA 13.000 32.000 5,500.000 176,000.00 0510 0465 INLET (COMPL)(TY II) EA 1.000 0.000 3,500.000 .00 0510 0465 ADJ EST QUANTITY TO DATE 0.000 0515 0465 INLET (COMPL)(TY IIR)(3.2 M) EA 46.000 47.000 4,000.000 188,000.00 0520 0465 INLET (COMPL)(TY IIR)(4.7 M) EA 11.000 14.000 6,000.000 84,000.00 0525 0465 INLET (COMPL)(GRATE)(DRWY)(DRN) EA 7.000 15.000 5,500.000 82,500.00 0530 0465 INLET (COMPL)(DROP) (TY II) EA 1.000 0.000 3,500.000 .00 0530 0465 ADJ EST QUANTITY TO DATE 0.000 0535 0466 HEADWALL (CH-FW-0)(1050 MM) EA 1.000 0.000 2,500.000 .00 0540 0474 SLOTTED DRAIN (450 MM) M 53.310 45.280 160.000 7,244.80 0545 0474 SLOTTED DRAIN OUTFALL (450 MM) M 8.750 8.750 100.000 875.00 0550 0479 ADJ INLETS EA 1.000 5.000 850.000 4,250.00 0555 0481 PVC PIPE (SCH 40)(200 MM) M 783.000 1,004.450 60.000 60,267.00 0560 0496 REMOV OLD STR (SMALL) EA 41.000 51.000 400.000 20,400.00 0565 0496 REMOV OLD STR (PIPE) M 439.660 1,080.300 40.000 43,212.00 0570 0500 MOBILIZATION LS 1.000 1.000 8,000,000.000 8,000,000.00 0571 9000*FORCE ACCT: (PARTNERING) LS 5,317.240 7,324.380 1.000 7,324.38 0572 9064*TRANS. CELL PHONES LS 1.000 18,653.240 1.000 18,653.24 0575 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 54.000 72.000 9,000.000 648,000.00 0576 9000*POLICE OFFICERS LS 1.000 871,942.060 1.000 871,942.06 0580 0508 CONSTRUCT DETOURS (CL 1) KM 2.457 2.939 120,000.000 352,680.00 0585 0512 PORT CONC TRAF BAR (FURN & INSTL) M 1,244.000 45.700 30.000 1,371.00 0590 0512 PORT CONC TRAF BAR (MOVE & 1 RESET) M 875.000 2,193.720 10.000 21,937.20 0595 0512 PORT CONC TRAF BAR (REMOVE) M 919.000 877.820 5.000 4,389.10 0596 9148*HAUL COST TO STKPILE AT SLAUGHTER LN. LS 1.000 1.000 6,262.250 6,262.25 0600 0514 PERM CONC TRAF BARRIER (TY 3)(MOD) M 234.060 313.380 250.000 78,345.00 0605 0514 PERM CONC TRAF BARRIER (TY 2)(MOD) M 531.830 549.620 220.000 120,916.40 0606 9125*ADD CENTER BARRIER AT SO. END OF PROJ. LS 1.000 1.000 134,711.270 134,711.27 0610 0529 CONC CURB & GUTTER (TY I) M 422.200 398.360 23.000 9,162.28 0615 0529 CONC CURB (TY I) (MONO) M 195.900 142.990 13.500 1,930.37 0620 0529 CONC CURB AND GUTTER (TY II)(MOD) M 8,032.400 8,815.800 25.500 224,802.90 0625 0530 DRVWYS (CONC)(150 MM) M2 4,529.000 2,060.180 36.000 74,166.48 0626 9129*BORE BURGER KING DRVWY (CERT.) LS 1.000 1.000 2,232.690 2,232.69 0630 0531 CONCRETE SIDEWALKS M2 2,563.000 3,074.560 22.000 67,640.32 0635 0531 CONC SIDEWALK (WHEELCHAIR RAMP) EA 16.000 12.000 225.000 2,700.00 0636 9154*WHEELCHAIR RAMP REPAIRS LS 1.000 1.000 4,650.800 4,650.80 0640 0540 TERM ANCHOR SECT (2.67 MM) EA 5.000 4.000 300.000 1,200.00 0645 0540 MTL BM GD FEN (BLK OUT)TIM POST 2.67 MM M 160.020 15.240 44.000 670.56 0646 9115*MBGF (BO)(TIM PST)(2.67MM)(2001)CO#115 M 948.480 1,184.410 47.900 56,733.24 0647 9115*CURB @ THRIE BEAM LS 1.000 0.250 2,711.800 677.95 0648 9115*MBGF TRANS THRIE BEAM_(CO#112) EA 13.000 12.000 1,222.350 14,668.20 0650 0540 MTL BEAM GD FEN (TIM POST)(2.67 MM) M 45.720 0.000 42.000 .00 0651 9151*REPAIR MBGF & SGT (CO #144) LS 3,000.000 2,782.750 1.000 2,782.75 0655 0542 REMOV METAL BEAM GUARD FENCE M 159.000 260.430 3.300 859.42 0660 0542 REMOV TERMINAL-ANCHOR SECTION EA 5.000 17.000 85.000 1,445.00 0665 0550 CHAIN LINK FENCE (1.2 M) M 379.780 298.400 26.500 7,907.60 0670 0556 PIPE UNDDR (TY 8)(150 MM) M 245.000 422.910 75.000 31,718.25 0675 0580 PROJECT MAINT (MOWING) CYC 54.000 14.000 400.000 5,600.00 0680 0580 PROJECT MAINT (LITTER PICKUP) CYC 54.000 14.500 250.000 3,625.00 0685 0580 PROJECT MAINT (SWEEPING) CYC 54.000 38.500 400.000 15,400.00 0690 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY3) EA 31.000 31.000 500.000 15,500.00 0695 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY2) EA 12.000 12.000 650.000 7,800.00 0700 0611 REMOV RDWY ILL ASSEM EA 2.000 2.000 600.000 1,200.00 0705 0613 HIGH MAST ILL POLE (45 M)(129 KM/H) EA 5.000 5.000 15,000.000 75,000.00 0710 0613 HIGH MAST ILL POLE (53 M)(129 KM/H) EA 1.000 1.000 20,000.000 20,000.00 0715 0612 RELOC ROADWAY ILLUM 1 ASSEMBLIES (HI MST) EA 4.000 4.000 13,000.000 52,000.00 0716 9025*REWIRE AND RELOCATE H.M. 14,15,16,22 LS 1.000 1.000 2,528.000 2,528.00 0717 9139*ILLUM. WIRING REPAIR LS 3,746.490 3,973.150 1.000 3,973.15 0720 0614 HI MST ILL ASM (12-400 WATT)(SYM) EA 1.000 1.000 18,000.000 18,000.00 0725 0614 HI MST ILL ASM (12-400 WATT)(ASYM)(TYA) EA 5.000 5.000 18,000.000 90,000.00 0730 0618 CONDUIT (RM)(19 MM) M 541.000 789.200 24.000 18,940.80 0735 0618 CONDUIT (RM)(50 MM) M 10.000 10.000 25.000 250.00 0740 0618 CONDUIT (PVC)(SCHD 40)(50 MM) M 7,618.300 8,301.920 11.000 91,321.12 0745 0618 CONDUIT (PVC)(SCHD 40)(75 MM) M 1,859.700 1,819.700 19.000 34,574.30 0750 0618 CONDUIT (PVC)(SCHD 80)(75 MM) M 13.300 0.000 65.000 .00 0755 0618 CONDUIT (PVC)(SCHD 40)(BORE)(50 MM) M 68.000 42.000 75.000 3,150.00 0760 0618 CONDUIT (PVC)(SCHD 40)(19 MM) M 517.000 1,306.400 20.000 26,128.00 0765 0620 ELEC CONDUCTOR (NO. 12) BARE M 1,631.000 723.640 1.000 723.64 0770 0620 ELEC CONDUCTOR (NO. 8) BARE M 5,444.000 4,063.690 1.350 5,485.98 0775 0620 ELEC CONDUCTOR (NO. 4) BARE M 173.000 138.700 2.000 277.40 0780 0620 ELEC CONDUCTOR (NO. 12) INSULATED M 3,262.000 4,529.280 1.300 5,888.06 0785 0620 ELEC CONDUCTOR (NO. 8) INSULATED M 6,380.000 7,459.970 1.700 12,681.95 0785 0620 ADJ EST QUANTITY TO DATE 6,630.000 0790 0620 ELEC CONDUCTOR (NO. 4) INSULATED M 550.000 550.000 2.500 1,375.00 0795 0624 GROUND BOX TY A (122311) W/APRON EA 99.000 103.000 370.000 38,110.00 0795 0624 ADJ EST QUANTITY TO DATE 101.000 0800 0624 GROUND BOX TY D (162922) W/APRON EA 32.000 43.000 600.000 25,800.00 0805 0624 GROUND BOX TY D (162922) EA 26.000 26.000 400.000 10,400.00 0810 0628 ELC SRV TYD(120/240)070 (NS)GS(T)TP(O) EA 2.000 3.000 2,400.000 7,200.00 0815 0628 ELEC SERV TYA(240/480)060(NS)GS(E)PS(U EA 8.000 8.000 3,500.000 28,000.00 0820 0628 ELEC SERV TYA(240/480)030(NS)GS(T)TP(O EA 8.000 8.000 3,000.000 24,000.00 0825 0636 ALUM SIGNS (TY A) M2 57.660 57.660 125.000 7,207.50 0830 0637 ALUM SIGNS (TY G) M2 62.120 62.120 200.000 12,424.00 0835 0642 ALUM SIGNS (TY O) M2 277.850 229.373 150.000 34,405.95 0836 9130*FURNISH REV. OHD.SGNS. LS 1.000 1.000 35,855.950 35,855.95 0837 9130*INSTALL REV. OHD. SGNS. LS 1.000 1.000 42,566.890 42,566.89 0838 9136*LRG SGNS TO INVENTORY LS 1.000 0.000 33,932.240 .00 0839 9147*LARGE SIGNS TO INVENTORY LS 1.000 1.000 30,231.190 30,231.19 0840 0644 SMALL RDSD SGN ASSM (TY A) EA 94.000 98.000 310.000 30,380.00 0845 0644 SMALL RDSD SGN ASSM (TY B) EA 6.000 8.000 500.000 4,000.00 1 0850 0644 SMALL RDSD SGN ASSM (TY C) EA 10.000 9.000 560.000 5,040.00 0855 0644 SMALL RDSD SGN ASSM (TY D-1) EA 3.000 4.000 400.000 1,600.00 0860 0644 SMALL RDSD SGN ASSM (TY F) EA 57.000 53.000 480.000 25,440.00 0865 0644 SMALL RDSD SGN ASSM (TY G) EA 1.000 0.000 750.000 .00 0870 0644 SMALL RDSD SGN ASSM (TY SPL) EA 21.000 1.000 650.000 650.00 0871 9132*ADDTL. SIGNS W1-9R LS 1.000 1.000 1,930.110 1,930.11 0875 0647 LG RDSD SGN SUPT (STRUCT STL) KG 1,418.380 1,418.380 7.000 9,928.66 0880 0649 REMOV LARGE RDSD SGN ASSMS EA 4.000 4.000 750.000 3,000.00 0885 0649 REMOV SMALL RDSD SGN ASSMS EA 126.000 125.000 75.000 9,375.00 0890 0649 RELOC SMALL RDSD SGN ASSMS EA 2.000 0.000 275.000 .00 0895 0650 OVHD SGN SUPT (14 M BRDG)(BRDG MNT) EA 1.000 1.000 36,000.000 36,000.00 0900 0650 OVHD SGN SUPT (13 M BRDG)(BRDG MNT) EA 1.000 1.000 36,000.000 36,000.00 0905 0650 OVHD SGN SUPT (27 M BRDG)(5.36 M HT) EA 1.000 1.000 12,500.000 12,500.00 0910 0650 OVHD SGN SUPT (26 M BRDG)(5.36 M HT) EA 1.000 1.000 16,000.000 16,000.00 0915 0650 OVHD SGN SUPT (11 M CANT)(5.36 M HT) EA 3.000 3.000 12,500.000 37,500.00 0920 0650 OVHD SGN SUPT ( 9 M CANT)(5.36 M HT) EA 3.000 3.000 10,500.000 31,500.00 0921 9146*BRIDGE SIGN MOUNTS EA 26.000 0.000 535.000 .00 0922 9146*MOUNT TRANSPORT LS 1.000 1.000 1,210.390 1,210.39 0925 0651 REMOV OVHD SIGN SUPPORTS EA 1.000 1.000 8,000.000 8,000.00 0930 0652 HWY SGN LIGHT FIXT (MV)(100 WATT) EA 46.000 46.000 350.000 16,100.00 0935 0656 FND FOR TRAF SIG (600 MM DRIL SHFT) M 21.700 21.700 300.000 6,510.00 0940 0656 FND FOR TRAF SIG (750 MM DRIL SHFT) M 20.400 17.000 350.000 5,950.00 0945 0656 FND FOR TRAF SIG (TYA)(900MM DRIL SHFT) M 16.000 16.000 450.000 7,200.00 0950 0656 FND FOR TRAF SIG (TYB)(900MM DRIL SHFT) M 4.600 9.200 460.000 4,232.00 0955 0656 TRAF SIG CNTRL FND M3 3.900 3.900 1,700.000 6,630.00 0960 0658 DEL ASM TY A (D-SW) EA 17.000 2.000 35.000 70.00 0965 0658 DEL ASM TY A (D-SY) EA 47.000 5.000 33.000 165.00 0970 0658 DEL ASM TY A (D-DW) EA 8.000 0.000 30.000 .00 0975 0658 DEL ASM TY A (D-DY) EA 14.000 4.000 37.000 148.00 0980 0658 DEL ASM TY A (D-SW) SURF MNT (1.1 M) EA 10.000 0.000 45.000 .00 0985 0658 DEL ASM TY C (CL A) (D-SW) EA 59.000 2.000 7.000 14.00 0990 0658 DEL ASM TY C (CL A) (D-SY) EA 40.000 0.000 7.000 .00 0995 0658 DEL ASM TY C (CL A) (D-DW) EA 71.000 6.000 7.000 42.00 1000 0658 DEL ASM TY C (CL A) (D-DY) EA 5.000 0.000 35.000 .00 1005 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (2.0 M) EA 8.000 0.000 38.000 .00 1010 0662 WRK ZN PAV MRK REMOV (W) (SLD) (100 MM) M 3,487.000 11,101.540 5.000 55,507.70 1 1015 0662 WRK ZN PAV MRK REMOV (W) (BRK) (100 MM) M 1,314.000 6,058.120 5.000 30,290.60 1020 0662 WRK ZN PAV MRK REMOV (W) (DOT) (100 MM) M 42.000 6.100 5.000 30.50 1025 0662 WRK ZN PAV MRK REMOV (W) (SLD) (200 MM) M 1,714.000 1,854.090 8.500 15,759.77 1030 0662 WRK ZN PAV MRK REMOV (W) (SLD) (600 MM) M 72.000 19.150 25.000 478.75 1035 0662 WRK ZN PAV MRK REMOV (W) (DBL ARROW) EA 3.000 1.000 225.000 225.00 1040 0662 WRK ZN PAV MRK REMOV (W) (TND ARROW) EA 7.000 9.000 300.000 2,700.00 1045 0662 WRK ZN PAV MRK REMOV (W) (WORD) EA 7.000 0.000 250.000 .00 1050 0662 WRK ZN PAV MRK REMOV (W) (ENTR GORE) EA 1.000 0.000 1,100.000 .00 1055 0662 WRK ZN PAV MRK REMOV (W) (EXIT GORE) EA 1.000 4.000 650.000 2,600.00 1060 0662 WRK ZN PAV MRK REMOV (Y) (SLD)(100 MM) M 4,778.000 13,544.860 5.000 67,724.30 1065 0662 WRK ZN PAV MRK REMOV (Y) (BRK)(100 MM) M 54.000 0.000 6.500 .00 1070 0662 WRK ZN PAV MRK REMOV (CL B) TY I-C EA 20.000 15.000 4.000 60.00 1075 0662 WRK ZN PAV MRK REMOV (CL B) TY II-A-A EA 34.000 0.000 4.000 .00 1080 0662 WRK ZN PAV MRK REMOV (CL B) TY II-C-R EA 1,339.000 1,524.000 4.000 6,096.00 1085 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)100 MM M 2,712.000 13,250.400 1.500 19,875.60 1090 0662 WRK ZN PAV MRK NON-REMV (W)(BRK)100 MM M 2,736.000 7,818.040 1.500 11,727.06 1095 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)200 MM M 1,348.000 6,386.200 3.000 19,158.60 1100 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)600 MM M 170.000 681.200 15.000 10,218.00 1105 0662 WRK ZN PAV MRK NON-REMOV (W)(DBL ARROW) EA 3.000 3.000 100.000 300.00 1110 0662 WRK ZN PAV MRK NON-REMOV (W)(TND ARROW) EA 15.000 19.000 120.000 2,280.00 1115 0662 WRK ZN PAV MRK NON-REMOV (W) (WORD) EA 15.000 14.000 90.000 1,260.00 1120 0662 WRK ZN PAV MRK NON-REMOV (W)(ENTR GORE) EA 3.000 1.000 520.000 520.00 1125 0662 WRK ZN PAV MRK NON-REMOV (W)(EXIT GORE) EA 1.000 1.000 300.000 300.00 1130 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)100 MM M 3,605.000 14,732.000 1.600 23,571.20 1135 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)600 MM M 103.000 68.500 18.000 1,233.00 1140 0666 REFL PAV MRK TY I (W) (SLD) 1 (100 MM) M 13,601.500 11,141.500 1.500 16,712.25 1145 0666 REFL PAV MRK TY I (W) (BRK) (100 MM) M 4,528.700 4,159.600 2.000 8,319.20 1150 0666 REFL PAV MRK TY I (W) (DOT) (100 MM) M 104.000 16.000 3.000 48.00 1155 0666 REFL PAV MRK TY I (W) (SLD) (200 MM) M 4,930.400 3,037.000 3.000 9,111.00 1160 0666 REFL PAV MRK TY I (W) (LNDP) (200 MM) M 250.200 172.000 3.000 516.00 1165 0666 REFL PAV MRK TY I (W) (SLD) (300 MM) M 1,703.100 568.000 9.000 5,112.00 1170 0666 REFL PAV MRK TY I (W) (SLD) (600 MM) M 209.500 402.000 20.000 8,040.00 1175 0666 REFL PAV MRK TY I (W) (RR XING) EA 2.000 2.000 300.000 600.00 1180 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 11,876.500 8,625.000 1.500 12,937.50 1185 0666 REFL PAV MRK TY I (Y) (SLD) (300 MM) M 289.000 121.000 9.000 1,089.00 1190 0672 RAIS PAV MRKR CL B (REFL) TY I-A EA 89.000 0.000 2.800 .00 1195 0672 RAIS PAV MRKR CL B (REFL) TY I-C EA 777.000 392.000 3.000 1,176.00 1200 0672 RAIS PAV MRKR CL B (REFL) TY I-R EA 42.000 0.000 6.500 .00 1205 0672 RAIS PAV MRKR CL B (REFL) TY II-A-A EA 42.000 0.000 3.000 .00 1210 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 1,507.000 1,114.000 3.250 3,620.50 1215 0677 ELIM EXT PAV MRK & MRKR (100 MM) M 4,581.000 5,652.980 2.600 14,697.75 1220 0677 ELIM EXT PAV MRK & MRKR (200 MM) M 120.000 1,952.700 5.200 10,154.04 1225 0677 ELIM EXT PAV MRK & MRKR (600 MM) M 168.000 416.080 18.000 7,489.44 1230 0680 INSTAL OF HWY TRAF SIG (ISOLATED) EA 5.000 5.000 3,000.000 15,000.00 1235 0681 TEMP TRAF SIGNALS FOR CONSTRUCTION EA 3.000 3.000 56,000.000 168,000.00 1236 9009*TEMP TRAFF SIG. LS 1.000 1.000 5,429.130 5,429.13 1240 0682 VEH SIG SEC (300 MM) EA 121.000 121.000 210.000 25,410.00 1245 0682 PED SIG SEC (1 INDICATION) (230 MM) EA 12.000 0.000 460.000 .00 1245 0682 ADJ EST QUANTITY TO DATE 0.000 1250 0682 PED SIG SEC (2 INDICATIONS IN 1 SEC) EA 12.000 18.000 350.000 6,300.00 1250 0682 ADJ EST QUANTITY TO DATE 18.000 1255 0682 BACK PLATE (3 SEC) (300 MM) EA 37.000 37.000 55.000 2,035.00 1260 0682 BACK PLATE (5 SEC) (300 MM) EA 2.000 2.000 75.000 150.00 1265 0682 LOUVER (ADJUSTABLE) (300 MM) EA 6.000 6.000 200.000 1,200.00 1270 0684 TRAF SIG CBL (TY A)(4 1 CONDR)(12 AWG) M 510.000 0.000 3.000 .00 1275 0684 TRAF SIG CBL (TY A)(7 CONDR)(12 AWG) M 835.000 887.370 4.000 3,549.48 1280 0684 TRAF SIG CBL (TY A)(20 CONDR)(12 AWG) M 639.000 658.060 18.000 11,845.08 1285 0684 TRAF SIG CBL (TY C) (2 CONDR)(14 AWG) M 4,664.000 5,472.000 2.000 10,944.00 1290 0684 TRAF SIG CBL (TY A)(6 CONDR)(19 AWG) M 101.000 0.000 4.500 .00 1295 0684 TRAF SIG CBL (TY A) (3 CONDR)(18 AWG) M 431.000 0.000 3.500 .00 1300 0686 TRAF SIG POLE ASM (STL)1 ARM (9.8 M) EA 3.000 2.000 2,400.000 4,800.00 1305 0686 TRAF SIG POLE ASM (STL)1 ARM (11.0 M) EA 2.000 2.000 2,500.000 5,000.00 1310 0686 TRAF SIG POLE ASM (STL)1 ARM (12.2 M) EA 3.000 3.000 3,000.000 9,000.00 1314 0686*TRAF SIG POL ASM (STL)2 ARM(12.2-9.8 M) EA 1.000 1.000 4,961.000 4,961.00 1315 0686 TRAF SIG POL ASM (STL)2 ARM(13.4-11.0M) EA 1.000 1.000 5,000.000 5,000.00 1320 0686 TRF SIG POL ASM (STL)2 ARM12.2-11.0MLUM EA 1.000 1.000 4,800.000 4,800.00 1325 0686 TRAF SIG POLE ASM (STL)1 ARM(11.0 M)LUM EA 1.000 1.000 3,000.000 3,000.00 1330 0686 TRAF SIG POLE ASM (STL)MAS(INSTAL) EA 8.000 0.000 500.000 .00 1330 0686 ADJ EST QUANTITY TO DATE 0.000 1331 6008*SALV TRAF SIGNALS EA 5.000 5.000 1,843.800 9,219.00 1335 0688 PED DETECT (PUSH BTN) EA 24.000 24.000 60.000 1,440.00 1340 0688 VEH DETECT (14 AWG)(BLK) M 4,530.000 0.000 15.000 .00 1345 0688 VEH DETECT (SAWCUT) M 2,776.000 0.000 15.000 .00 1350 1000 VEGETATION BARRIER M2 10,904.000 9,956.470 2.200 21,904.23 1355 1009 COMPOST MANF TPSL (BOS)(CLASS 3) M3 816.000 996.330 30.000 29,889.90 1360 3116 CONCRETE (WIDE FLANGE ANCHORAGE) M3 88.000 88.000 160.000 14,080.00 1365 3022 HOT MIX (TY C)(PV 32 MIN)(PG 76-22) MGR 6,113.000 6,328.130 40.000 253,125.20 1370 5001 TEMP METAL BM GD FENCE (BAR)(12GA) M 272.000 115.580 45.000 5,201.10 1375 5002 ROCK FILTER DAMS (TY 4) M3 500.000 0.000 70.000 .00 1380 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 4) M3 250.000 0.000 70.000 .00 1385 5002 ROCK FILTER DAMS (REMOV)(TY 4) M3 500.000 0.000 20.000 .00 1390 5002 ROCK FILTER DAMS (TY 4) M 15.000 66.590 60.000 3,995.40 1395 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 4) M 8.000 0.000 60.000 .00 1400 5002 ROCK FILTER DAMS (REMOV)(TY 4) M 15.000 0.000 16.500 .00 1 1405 5012 TEMP SEDMT CONT FENCE M 2,646.000 4,852.170 4.500 21,834.77 1410 5012 TEMP SEDMT CONT FENCE (REMOV & REPLAC) M 1,324.000 265.870 4.500 1,196.42 1415 5012 TEMP SEDMT CONT FENCE (REMOV) M 2,646.000 1,715.620 1.200 2,058.74 1416 9151*IRRIG. SYSTEM REPAIR LS 1.000 1.000 1,590.750 1,590.75 1419 9152*EROSN CONTROL ITEMS CO 152 LS 1.000 1.000 2,636.500 2,636.50 1420 5005 BKHOE WORK (EROSN CONT)(CL 1) H 50.000 26.000 95.000 2,470.00 1425 5005 FRNT END LDR WORK (EROSN CONT)(CL 1) H 50.000 18.700 135.000 2,524.50 1430 5005 BLADING WORK (EROSN CONT)(CL 1) H 50.000 11.250 55.000 618.75 1435 5005 BLDZR WORK (EROSN CONT)(CL 1) H 50.000 4.500 130.000 585.00 1440 5006 CONSTRUCT EXIT (TY 1) M2 30.000 295.300 11.000 3,248.30 1445 5006 CONSTRUCT EXIT (REMOV & REPLAC)(TY 1) M2 20.000 0.000 14.000 .00 1450 5006 CONSTRUCT EXIT (REMOV)(TY 1) M2 30.000 295.300 6.000 1,771.80 1455 5009 SANDBAGS FOR EROSION CONTROL EA 500.000 394.000 4.000 1,576.00 1460 5027 LANDSCAPE PAVERS M2 24,609.000 27,381.360 30.000 821,440.80 1465 5078 LOOSE AGGREGATE FOR GROUNDCOVER (TY I) M3 816.000 755.280 30.000 22,658.40 1470 5098 QUADGD SYS(915 MM)(TY A)(5 BAY) EA 2.000 2.000 10,800.000 21,600.00 1475 5098 QUADGD SYS(760 MM)(TY CZ)(5 BAY) EA 1.000 1.000 12,500.000 12,500.00 1480 5098 QUADGD SYS (M&R)(760 MM)(TY CZ)(5 BAY) EA 1.000 1.000 2,000.000 2,000.00 1485 5098 QUADGD SYS(REMOV)(760 MM)(TY CZ)(5 BAY) EA 1.000 2.000 900.000 1,800.00 1490 5098 QUADGUARD SYS (915 MM)(TY A)(8 BAY) EA 5.000 5.000 15,500.000 77,500.00 1495 5098 QUADGUARD SYSTEM(760MM)(TY CZ)7 BAY EA 1.000 1.000 16,000.000 16,000.00 1500 5098 QUADGD SYS (REMOVE)(760MM)(TY CZ)7 BAY EA 1.000 0.000 900.000 .00 1505 5098 QUADGD (MVE & REST)(760MM)(TY CZ)7 BAY EA 1.000 1.000 2,000.000 2,000.00 1510 5119 SINGLE GDRAIL TERM (TY II) EA 3.000 3.000 1,650.000 4,950.00 1515 5119 SINGLE GDRAIL TERM (TY III) EA 8.000 9.000 1,850.000 16,650.00 1520 6013 REMOV OVHD SIGNS EA 2.000 5.000 900.000 4,500.00 1525 6017 REM & INSTL EXIST SIGN PANELS (O/HEAD) EA 4.000 4.000 2,000.000 8,000.00 1530 6023 PEDESTAL POLE ASSEM EA 9.000 9.000 400.000 3,600.00 1535 6184 LOOP DETECTOR (SC&C) EA 80.000 80.000 450.000 36,000.00 1540 6438 VIVDS PROCESSOR SYSTEM EA 1.000 2.000 34,000.000 68,000.00 1545 6438 VIVDS CAMERA ASSEMBLY EA 6.000 6.000 2,700.000 16,200.00 1550 6438 VIVDS SET-UP SYSTEM EA 1.000 1.000 24,000.000 24,000.00 1555 6438 VIVDS COMMUNICATION CABLE (COAXIAL) M 431.000 831.000 16.000 13,296.00 1 1560 6463 DUCT BANK (SC&C) M 2,276.000 2,276.000 100.000 227,600.00 1565 6462 GROUND BOX (SC&C) EA 20.000 20.000 3,800.000 76,000.00 1566 9072*RMV GRAFITTI BENT 2 LS 1.000 1.000 511.760 511.76 1567 9071*BUILD DRAINAGE FOR INLET LS 1.000 1.000 4,818.000 4,818.00 1568 9068*SPL. CHAIN LINK FENCE(IRS) LS 1.000 1.000 4,160.000 4,160.00 1569 9081*RMV DRWY DRAIN DD-9-15 EA 1.000 1.000 347.000 347.00 1570 9077*SHR. RET.WALL # 14(JCTBOX 1) LS 1.000 1.000 30,094.000 30,094.00 1571 9089*INTER-NET SVC. LS 1,000.000 597.310 1.000 597.31 1572 9024*INST. 10' BKFLO PREV COMP. C.O. 24 LS 1.000 1.000 18,162.000 18,162.00 1573 9029*TIE-IN 10" BKFLO PRV. C.O. 29 LS 1.000 1.000 1,368.000 1,368.00 1574 9098*CONC CAP RCP SYS 4AND7 LS 1.000 1.000 11,311.000 11,311.00 1575 9100*RE-WORK TIE-BACK ANCHORS LS 1.000 1.000 1,597.000 1,597.00 1576 9102*DRIVEWAYS (BURGERKING) LS 1,566.000 1,565.910 1.000 1,565.91 1577 9104*MODIFY CI 12-11 C.O. 104 LS 5,361.230 5,438.270 1.000 5,438.27 1578 9118*STOCKPILE & WRAP ASBESTOS PIPE LS 1.000 1.000 491.810 491.81 1579 9126*MODIFY REBAR SBWB & WBNB CAPS LS 1.000 1.000 755.000 755.00 1580 9126*MODIFY REBAR EBSB BENT 5 CAP LS 1.000 1.000 525.000 525.00 1581 9126*MODIFY REBAR NBWB BENT 1 FTNG. LS 1.000 1.000 1,597.000 1,597.00 0 SUBTOTAL BID ITEMS $ 37,266,612.38 0 TOTAL AMOUNT WORK DONE ROADWAY ITEMS $ 37,266,612.38 0 1615 BRIDGES (9) NET LENGTH 0.000 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 1635 BR 1 1640 STR. NO. 142270011313466 1645 SH 71 EAST T/A @ IH 35 1650 STA 75+523.790 TO 75+600.758 LENGTH= 76.696 M 1655 PRESTR. CONC. BEAM UNIT (39.015, 37.953) 1660 ROADWAY CLEAR WIDTH= 7.6 M 1665 TYPE IV BEAMS AND TYPE T501F & T201F(MOD) RAILS 0 1670 0416 DRILL SHAFT (900 MM) M 120.600 120.600 260.000 31,356.00 1675 0420 CL C CONC (ABUT) M3 22.600 22.600 460.000 10,396.00 1680 0420 CL C CONC (BENT) M3 19.500 20.300 460.000 9,338.00 1685 0422 REINF CONC SLAB M2 631.100 631.100 80.000 50,488.00 1690 0425 PRESTR CONC BEAM (TY IV) M 383.860 383.860 185.000 71,014.10 1695 0428 CONC SURF TREAT M2 564.700 564.700 .600 338.82 1700 0444 BRIDGE PROTECT ASSEM EA 1.000 1.000 1,000.000 1,000.00 1705 0450 RAIL (TY T501F) M 76.970 0.000 160.000 .00 1 1706 9046*RAIL (T-501) ADJUSTED M 76.970 76.970 98.500 7,581.55 1710 0450 RAIL (TY T201F)(MOD) M 76.970 0.000 170.000 .00 1710 0450 ADJ EST QUANTITY TO DATE 0.000 1711 0450*RAIL (TY T201)(MOD) M 76.970 76.970 153.000 11,776.41 1715 0454 SEALED EXPANSION JOINTS (100 MM) M 17.800 17.800 255.000 4,539.00 0 SUBTOTAL BID ITEMS $ 197,827.88 0 1735 BR 2 1740 STR. NO. 142270011313467 1745 SH 71 WEST T/A @ IH 35 1750 STA 75+578.684 TO 75+649.608 LENGTH= 70.924 M 1755 PRESTR. CONC. BEAM UNIT (35.753, 35.171) 1760 ROADWAY CLEAR WIDTH= 7.6 M 1765 TYPE IV BEAMS AND TYPE T501F & T201F(MOD) RAILS 0 1770 0416 DRILL SHAFT (900 MM) M 109.600 109.600 260.000 28,496.00 1775 0420 CL C CONC (ABUT) M3 21.200 21.200 460.000 9,752.00 1780 0420 CL C CONC (BENT) M3 18.800 19.200 460.000 8,832.00 1785 0422 REINF CONC SLAB M2 581.600 581.600 80.000 46,528.00 1790 0425 PRESTR CONC BEAM (TY IV) M 282.904 282.900 185.000 52,336.50 1795 0428 CONC SURF TREAT M2 520.300 520.300 .600 312.18 1800 0444 BRIDGE PROTECT ASSEM EA 1.000 1.000 1,000.000 1,000.00 1805 0450 RAIL (TY T501F)(MOD) M 70.920 0.000 160.000 .00 1806 9046*RAIL (T-501) ADJUSTED M 70.920 70.920 98.500 6,985.62 1810 0450 RAIL (TY T201F) M 70.920 0.000 180.000 .00 1810 0450 ADJ EST QUANTITY TO DATE 0.000 1811 0450*RAIL (TY T201) M 70.920 70.920 163.000 11,559.96 1815 0454 SEALED EXPANSION JOINTS (100 MM) M 16.600 16.600 255.000 4,233.00 0 SUBTOTAL BID ITEMS $ 170,035.26 0 1835 BR 3 1840 STR. NO. 142270011313209 1845 WOODWARD ST. OVER SH 71 1850 STA 10+147.557 TO 10+210.982 LENGTH= 63.425 M 1855 PRESTR. CONC. BEAM UNIT (33.219, 30.206) 1860 ROADWAY CLEAR WIDTH= 22.8 M 1865 TYPE IV BEAMS AND TYPE C201F RAIL 0 1870 0416 DRILL SHAFT (900 MM) M 324.100 324.100 260.000 84,266.00 1875 0420 CL C CONC (ABUT) M3 68.400 68.400 460.000 31,464.00 1880 0420 CL C CONC (BENT) M3 42.400 42.400 460.000 19,504.00 1885 0422 REINF CONC SLAB M2 1,712.500 1,712.500 80.000 137,000.00 1890 0425 PRESTR CONC BEAM (TY IV) M 695.508 695.508 185.000 128,668.98 1895 0428 CONC SURF TREAT M2 1,682.100 1,682.100 .600 1,009.26 1900 0444 BRIDGE PROTECT ASSEM EA 1.000 1.000 1,000.000 1,000.00 1905 0450 RAIL (TY C201F) M 126.860 0.000 185.000 .00 1906 0450*RAIL (TY C201) M 126.860 126.860 174.000 22,073.64 1 1910 0454 SEALED EXPANSION JOINTS (100 MM) M 45.800 45.800 255.000 11,679.00 1915 0618 CONDUIT (PVC)(SCHD 40)(75 MM) M 190.000 190.000 19.000 3,610.00 1920 0618 CONDUIT (PVC)(SCHD 40)(100 MM) M 1,015.000 1,047.630 21.000 22,000.23 0 SUBTOTAL BID ITEMS $ 462,275.11 0 1940 BR 4 1945 STR. NO. 142270011313210 1950 WOODWARD ST. T/A OVER SH 71 1955 STA 10+147.799 TO 10+209.403 LENGTH= 61.604 M 1960 PRESTR. CONC. BEAM UNIT (33.148, 28.456) 1965 ROADWAY CLEAR WIDTH= 7.6 M 1970 TYPE IV BEAMS AND TYPE T501F & T201F(MOD) RAILS 0 1975 0416 DRILL SHAFT (900 MM) M 100.600 100.600 260.000 26,156.00 1980 0420 CL C CONC (ABUT) M3 25.200 25.200 460.000 11,592.00 1985 0420 CL C CONC (BENT) M3 14.200 14.200 460.000 6,532.00 1990 0422 REINF CONC SLAB M2 507.900 507.900 80.000 40,632.00 1995 0425 PRESTR CONC BEAM (TY IV) M 244.052 244.052 185.000 45,149.62 2000 0428 CONC SURF TREAT M2 466.700 466.700 .600 280.02 2005 0444 BRIDGE PROTECT ASSEM EA 1.000 1.000 1,000.000 1,000.00 2010 0450 RAIL (TY T201F)(MOD) M 61.200 0.000 170.000 .00 2011 0450*RAIL (TY T201)(MOD) M 61.200 61.200 153.000 9,363.60 2015 0450 RAIL (TY T501F) M 61.650 0.000 160.000 .00 2016 9046*RAIL (T-501) ADJUSTED M 61.650 61.650 98.500 6,072.53 2020 0454 SEALED EXPANSION JOINTS (100 MM) M 17.900 17.900 255.000 4,564.50 0 SUBTOTAL BID ITEMS $ 151,342.27 0 2040 BR 5 2045 STR. NO. 142270011313463 2050 CONNECTION EBSB 2055 STA 60+424.550 TO 60+806.350 LENGTH= 381.800 M 2060 PRESTR. CONC. BEAM UNIT (32.000, 32.000, 34.000, 2065 32.000, 33.000, 33.000, 34.000, 34.000, 34.000, 2070 28.000, 28.000, 27.800) 2075 ROADWAY CLEAR WIDTH= 10.8 M 2080 TYPE U54 BEAMS AND TYPE T501F RAIL 0 2085 0416 DRILL SHAFT (900 MM) M 39.000 39.000 260.000 10,140.00 2090 0416 DRILL SHAFT (1350 MM) M 318.400 318.300 480.000 152,784.00 2095 0420 CL C CONC (ABUT) M3 12.700 12.700 460.000 5,842.00 2100 0420 CL C CONC (BENT) M3 889.200 889.500 460.000 409,170.00 2105 0420 CL C CONC (FOOTING) M3 158.400 158.400 420.000 66,528.00 2110 0422 REINF CONC SLAB M2 4,502.600 4,502.600 80.000 360,208.00 2115 0425 PRESTR CONC U-BEAM (U54) M 1,126.823 1,126.823 410.000 461,997.43 2120 0428 CONC SURF TREAT M2 4,173.400 4,173.400 .600 2,504.04 1 2125 0444 SIGN & BRACKET EA 1.000 1.000 1,100.000 1,100.00 2130 0450 RAIL (TY T501F) M 765.540 0.000 160.000 .00 2131 9046*RAIL (T-501) ADJUSTED M 765.540 765.540 98.500 75,405.69 2135 0454 SEALED EXPANSION JOINTS (100 MM) M 59.000 59.000 255.000 15,045.00 2140 0471 GRATE & FRAME (BRIDGE) EA 9.000 9.000 3,800.000 34,200.00 2145 0512 PORT CONC TRAF BAR (FURN & INSTL) M 53.400 54.840 30.000 1,645.20 2150 5028 VEH IMP ATTN ASSEM BRLS EA 11.000 11.000 190.000 2,090.00 0 SUBTOTAL BID ITEMS $ 1,598,659.36 0 2170 BR 6 2175 STR. NO. 142270011313464 2180 CONNECTION EBNB 2185 STA 20+059.237 TO 20+627.240 LENGTH= 568.003 M 2190 PRESTR. CONC. BEAM UNIT (29.263, 30.500, 30.500, 2195 27.745, 27.745, 32.500, 32.500, 32.500, 32.500) 2200 STEEL TRAPEZOIDAL BOX GIRDER UNIT (49.000, 64.500, 2205 49.750, 64.500, 64.500) 2210 ROADWAY CLEAR WIDTH= 7.8 M 2215 TYPE U54 BEAMS AND STRUCTURAL STEEL TRAPEZOIDAL 2220 BEAMS AND TYPE T501F RAIL 0 2225 0416 DRILL SHAFT (1200 MM) M 194.800 222.400 440.000 97,856.00 2230 0416 DRILL SHAFT (1350 MM) M 298.200 294.400 480.000 141,312.00 2235 0420 CL C CONC (BENT) M3 1,899.500 1,697.990 460.000 781,075.40 2236 9034*SPLICE STL ADDED TO COLUMN HT. LS 1.000 1.000 2,136.080 2,136.08 2240 0420 CL C CONC (FOOTING) M3 340.800 340.600 420.000 143,052.00 2245 0422 REINF CONC SLAB M2 4,746.700 4,746.700 80.000 379,736.00 2250 0425 PRESTR CONC U-BEAM (U54) M 524.424 524.424 410.000 215,013.84 2255 0428 CONC SURF TREAT M2 4,260.700 4,260.700 .600 2,556.42 2260 0435 ELASTOMERIC BEAR (EE 1) EA 4.000 4.000 1,250.000 5,000.00 2265 0435 ELASTOMERIC BEAR (EE 3) EA 4.000 4.000 1,450.000 5,800.00 2270 0435 ELASTOMERIC BEAR (IE 1) EA 2.000 2.000 1,800.000 3,600.00 2275 0435 ELASTOMERIC BEAR (IF 1) EA 2.000 2.000 2,050.000 4,100.00 2280 0435 ELASTOMERIC BEAR (IF 3) EA 2.000 2.000 2,500.000 5,000.00 2285 0442 STRUCT STL-HS KG 805,548.000 805,548.000 2.900 2,336,089.20 2290 0444 SIGN & BRACKET EA 1.000 1.000 1,100.000 1,100.00 2295 0450 RAIL (TY T501F) M 1,130.310 0.000 160.000 .00 2296 9046*RAIL (T-501) ADJUSTED M 1,130.310 1,130.310 98.500 111,335.54 2300 0454 SEALED EXPANSION JOINTS (100 MM) M 23.100 15.400 255.000 3,927.00 2300 0454 ADJ EST QUANTITY TO DATE 15.400 2305 0454 SEALED EXPAN JTS (125 MM) M 7.700 15.400 255.000 3,927.00 2305 0454 ADJ EST QUANTITY TO DATE 15.400 2310 0471 GRATE & FRAME (BRIDGE) EA 7.000 7.000 3,800.000 26,600.00 0 SUBTOTAL BID ITEMS $ 4,269,216.48 1 2330 BR 7 2335 STR. NO. 142270011313465 2340 CONNECTION WBNB 2345 STA 50+434.844 TO 51+050.565 LENGTH= 615.721 M 2350 PRESTR. CONC. BEAM UNIT (35.000, 35.000, 35.000, 2355 33.500, 28.156, 28.500, 28.500, 28.500, 28.500, 2360 28.500, 28.500, 28.500, 28.500, 27.065, 28.500, 2365 28.500, 32.000, 35.000, 35.000, 35.000) 2370 ROADWAY CLEAR WIDTH= 7.8 M TO 10.8 M 2375 TYPE U54 BEAMS AND TYPE T501F RAIL 0 2380 0416 DRILL SHAFT (900 MM) M 103.800 103.800 260.000 26,988.00 2385 0416 DRILL SHAFT (1350 MM) M 558.800 698.000 480.000 335,040.00 2390 0416 DRILL SHAFT (1500 MM) M 127.400 0.000 530.000 .00 2395 0420 CL C CONC (ABUT) M3 25.400 25.400 460.000 11,684.00 2400 0420 CL C CONC (BENT) M3 1,222.100 1,116.800 460.000 513,728.00 2405 0420 CL C CONC (FOOTING) M3 244.800 244.800 420.000 102,816.00 2410 0420 CL F CONC (BENT) M3 134.400 234.900 460.000 108,054.00 2415 0422 REINF CONC SLAB M2 6,484.200 6,484.200 80.000 518,736.00 2420 0425 PRESTR CONC U-BEAM (U54) M 1,568.441 1,568.441 410.000 643,060.81 2425 0428 CONC SURF TREAT M2 5,952.400 5,952.400 .600 3,571.44 2430 0444 SIGN & BRACKET EA 1.000 1.000 1,100.000 1,100.00 2435 0450 RAIL (TY T501F) M 1,236.690 0.000 160.000 .00 2436 9046*RAIL 501 (ADJ) C.O. 46 M 1,236.690 1,236.690 98.500 121,813.97 2440 0454 SEALED EXPANSION JOINTS (100 MM) M 102.800 102.800 255.000 26,214.00 2445 0471 GRATE & FRAME (BRIDGE) EA 8.000 8.000 3,800.000 30,400.00 2446 0481*PVC PIPE (SDR-35)(150 MM) M 36.870 709.170 58.670 41,607.00 2450 0512 PORT CONC TRAF BAR (FURN & INSTL) M 65.000 73.120 30.000 2,193.60 2455 5028 VEH IMP ATTN ASSEM BRLS EA 11.000 11.000 190.000 2,090.00 2456 9060*RELOCATE 900MM CL350 W/L W/INCASE LS 1.000 1.000 25,540.000 25,540.00 2457 9060*REMOVE CONCRETE ENCASEMENT LS 1.000 7,001.760 1.000 7,001.76 0 SUBTOTAL BID ITEMS $ 2,521,638.58 0 2475 BR 8 2480 CONNECTION EBSB (PHASE 3 FOUNDATION WORK) 0 2485 0416 DRILL SHAFT (900 MM) M 67.200 67.200 260.000 17,472.00 2490 0420 CL C CONC (ABUT) M3 12.700 12.700 460.000 5,842.00 0 SUBTOTAL BID ITEMS $ 23,314.00 0 2510 BR 9 2515 CONNECTION WBSB (PHASE 3 FOUNDATION WORK) 0 2520 0416 DRILL SHAFT (1200 MM) M 138.400 138.400 440.000 60,896.00 2525 0416 DRILL SHAFT (1350 MM) M 187.000 236.170 480.000 113,361.60 2525 0416 ADJ EST QUANTITY TO DATE 157.200 1 2530 0420 CL C CONC (FOOTING) M3 310.000 295.200 420.000 123,984.00 2530 0420 ADJ EST QUANTITY TO DATE 295.200 2535 0420 CL D CONC (COVER) M3 25.700 25.300 750.000 18,975.00 2535 0420 ADJ EST QUANTITY TO DATE 23.700 2540 0420 CL C CONC (BENT) M3 21.000 20.800 460.000 9,568.00 2541 9137*CYPRESS STORAGE DAMAGE CLAIM LS 1.000 1.000 5,204.790 5,204.79 2542 9133*REM. ADDTL. MATRL. DETOUR 8 & 9 LS 1.000 1.000 9,350.060 9,350.06 2543 9124*SURVEY LAYOUT LS 1.000 1.000 882.270 882.27 2544 9124*REPLACE TOPSOIL LS 1.000 1.000 4,074.890 4,074.89 2545 9124*TRAFFIC CONTROL LS 1.000 1.000 1,872.790 1,872.79 2546 9124*REM & RELOC O.S.B. CO #124 EA 1.000 1.000 91,243.290 91,243.29 2547 9124*DAMAGE TO CONTROL BOX CREDIT LS 1.000 1.000 -9,350.000 -9,350.00 0 SUBTOTAL BID ITEMS $ 430,062.69 0 TOTAL AMOUNT WORK DONE BRIDGES (9) $ 9,824,371.63 0 2590 CITY OF AUSTIN ITEMS NET LENGTH 0.000 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 2595 0531 CONCRETE SIDEWALKS M2 1,048.000 1,603.500 22.000 35,277.00 2600 0531 CONC SIDEWALK (WHEELCHAIR RAMP) EA 8.000 12.000 225.000 2,700.00 2601 9037*SIDEWALK BARRIER CURB M 160.180 372.800 50.320 18,759.30 2602 9037*HANDRAIL M 6.900 6.900 571.540 3,943.63 2603 9037*SIDEWALK RETAINING WALL LS 1.000 1.000 1,700.000 1,700.00 2604 9050*RAISE TWO WATER VALVES@ WOODWARD(COA) LS 1.000 1.000 2,771.240 2,771.24 0 SUBTOTAL BID ITEMS $ 65,151.17 0 2620 WATER QUALITY PONDS 0 2625 4229 SEDIMENTATION/FILTRATION POND (NE) EA 1.000 1.000 35,000.000 35,000.00 2630 4229 SEDIMENTATION/FILTRATION POND (NW) EA 1.000 1.000 12,000.000 12,000.00 2635 4229 SEDIMENTATION/FILTRATION POND (SW) EA 1.000 1.000 30,000.000 30,000.00 2640 4229 SEDIMENTATION/FILTRATION POND (SE) EA 1.000 1.000 20,000.000 20,000.00 2641 9143*DETEN POND WALL COST CO #143 LS 1.000 1.000 9,859.820 9,859.82 0 SUBTOTAL BID ITEMS $ 106,859.82 0 2660 ROADWAY WORK 1 2664 9023*COLD ASHPALT MIX (WL 12) MGR 136.000 81.000 84.920 6,878.52 2665 0104 REMOV CONC (MISC) M2 1.700 1.700 100.000 170.00 2670 0110 EXCAVATION (RDWY) M3 132.300 132.300 5.600 740.88 2671 9020*REPLACE BASE & WOODWARD XING LS 1.000 1.000 17,102.000 17,102.00 2672 9023*FLEX BASE (COA SPEC)(WL 12) M3 680.000 400.000 24.260 9,704.00 2675 0132 EMBANK (ORD COMP)(TY B)(CL 3) M3 27.500 27.500 4.800 132.00 2680 0160 FURN AND PLAC TPSL (CL 2)(100 MM) M2 5,800.000 3,128.260 1.300 4,066.74 2685 0164 CELL FIB SEED (PERM)(URBAN)(CLAY) M2 5,800.000 3,128.260 .200 625.65 2690 0168 VEGETATIVE WATERING KL 370.000 312.630 4.650 1,453.73 2695 0169 SOIL RET BLNKT (CL 1)(TY A) M2 5,800.000 3,128.260 1.200 3,753.91 2696 9023*SEDIM, CONTROL FENCE(COA)(WL12) M 199.700 199.700 4.500 898.65 2700 0402 TRENCH EXCAV PROTECTION M 1,554.800 1,233.840 10.000 12,338.40 2705 0420 CL C CONC (CULV) M3 0.900 0.683 750.000 512.25 2710 0432 RIPRAP (STONE)(COMMON)(DRY) M3 5.700 23.280 250.000 5,820.00 2715 0432 RIPRAP (CONC)(CL A) M3 1.800 0.000 450.000 .00 2716 9079*MOD. C.O.A.SMSTRM DRAIN (LATERALS) LS 1.000 1.000 31,596.000 31,596.00 2720 0464 RC PIPE (SEWER)(CL IV)(300 MM) M 32.300 44.510 100.000 4,451.00 2725 0464 RC PIPE (SEWER)(CL IV) (450 MM) M 585.600 615.700 100.000 61,570.00 2730 0464 RC PIPE (SEWER)(CL IV) (600 MM) M 498.600 498.600 150.000 74,790.00 2735 0464 RC PIPE (SEWER)(CL IV)(700 MM) M 37.100 15.860 180.000 2,854.80 2740 0464 RC PIPE (SEWER)(CL IV) (750 MM) M 1.200 1.200 400.000 480.00 2745 0465 MANH (COMPL)(TY M) EA 5.000 0.000 3,500.000 .00 2746 9022*MH(COMPL)(TY M)(900MM RISER) EA 5.000 5.000 4,145.830 20,729.15 2750 0465 INLET (COMP)(TY S) EA 1.000 1.000 2,500.000 2,500.00 2755 0465 MANH (COMPL)(TY M)(DROP) EA 1.000 0.000 3,600.000 .00 2756 9022*MH(COMPL)(DROP)(900 MM RISER) EA 1.000 0.000 4,245.830 .00 2757 9096*RAISE JCTBOX # 4 ACCESS SHAFT LS 1.000 1.000 8,873.000 8,873.00 2760 0465 INLET (COMPL)(DROP)(TY I) EA 2.000 2.000 2,500.000 5,000.00 2765 0466 HEADWALL (TY 508-14)(COA)(H= 750 MM) EA 1.000 1.000 2,000.000 2,000.00 2770 0466 HEADWALL (CH-11B-45 DEG)(H= 750 MM) EA 1.000 1.000 1,800.000 1,800.00 2775 0512 PORT CONC TRAF BAR(STKPL,INSTL & RETRN) M 1,317.000 1,460.890 20.000 29,217.80 2780 5002 ROCK FILTER DAMS (TY 2) M 4.900 12.000 66.000 792.00 2785 5012 TEMP SEDMT CONT FENCE M 26.800 5.000 4.500 22.50 2786 9023*JDA TRAFFIC CONTROL @WOODWARD ST. LS 1.000 1.000 46,860.000 46,860.00 2787 9038*COA FIELD ORDER # 1 LS 1.000 1.000 7,841.000 7,841.00 1 2788 9038*COA FIELD ORDER # 2 LS 1.000 1.000 6,784.870 6,784.87 2789 9038*COA TREE PRUNNING @ WL # 12 LS 1.000 1.000 3,790.290 3,790.29 0 SUBTOTAL BID ITEMS $ 376,149.14 0 2805 C.I.P. #3960-227-7338 WATER 0 2807 9028*FIRE LINE TIE-IN @ MIDNIGHT RODEO LS 1.000 1.000 1,036.000 1,036.00 2808 9028*TEMP&PERM STR SVC@WALL 31 EA 3.000 3.000 1,499.000 4,497.00 2809 9028*AUSTIN ENERGY (STOP&BACKFILL) LS 1.000 1.000 10,053.000 10,053.00 2810 0402 TRENCH EXCAV PROTECTION M 2,407.000 2,399.240 10.000 23,992.40 2811 9023*TRENCH EXCAV. PROTEC(WL 12) M 600.000 448.000 11.000 4,928.00 2815 5322 BORE ENCASEMENT (STL PIPE)(600 MM) M 165.000 174.000 1,100.000 191,400.00 2820 5322 RELOC COMPOUND WATER MAINS/FIRE LINE EA 1.000 0.000 23,800.000 .00 2825 5322 RELOC WATER MAIN (50 MM & SMALLER) EA 27.000 38.000 700.000 26,600.00 2830 5322 CONCRETE ENCASEMENT (300 MM DIA PIPE) M 15.000 15.000 55.000 825.00 2835 5322 CONCRETE ENCASEMENT (600 MM DIA PIPE) M 16.000 2.000 102.000 204.00 2840 5322 STEEL ENCASEMENT (OPEN CUT)(600 MM) M 84.000 55.000 325.000 17,875.00 2845 5322 STEEL ENCASEMENT (OPEN CUT)(400 MM) M 110.000 47.000 140.000 6,580.00 2850 5322 PIPE (150 MM DIA)(CLASS 150) M 115.000 88.000 81.000 7,128.00 2851 9023*PIPE(150MM)(CL 150)(WL 12) M 24.000 17.000 88.000 1,496.00 2853 9020*PIPE (200 M DIA)(CL 350) M 5.000 0.000 118.000 .00 2854 9023*PIPE(200MM DIA)(CL350)(WL 12) M 3.000 0.000 110.000 .00 2855 5322 PIPE (300 MM DIA)(CLASS 350) M 1,500.000 1,698.000 125.000 212,250.00 2856 9023*PIPE(300MM DIA)(CL 350)(WL 12) M 5.000 0.000 137.000 .00 2860 5322 PIPE (400 MM DIA)(CLASS 350) M 514.000 602.000 168.000 101,136.00 2861 9023*PIPE)400MM DIA)(CL350)(WL 12)FAST TIGHT M 515.000 437.000 191.400 83,641.80 2862 9023*PIPE(400MM DIA)(CL350)(WL12)FLEX RING M 11.000 11.000 226.600 2,492.60 2865 5322 PIPE (600 MM DIA)(CLASS 350) M 84.000 109.000 240.000 26,160.00 2866 9023*CONC. EACASEMENT(400MM DIA PIPE (12) M 10.000 0.000 220.000 .00 2868 9020*WET CONNECT (200 MM) EA 1.000 0.000 1,450.000 .00 2869 9023*WET CONNECTIONS(200MM)(WL 12) EA 1.000 0.000 1,320.000 .00 2870 5322 WET CONNECTIONS (300 MM) EA 11.000 8.000 1,750.000 14,000.00 2871 9023*WET CONNECTIONS(300MM)(WL 12) EA 1.000 0.000 1,950.000 .00 2875 5322 WET CONNECTIONS (400 MM) EA 1.000 3.000 1,650.000 4,950.00 1 2880 5322 WET CONNECTIONS (600 MM) EA 1.000 1.000 2,700.000 2,700.00 2885 5322 DUCTILE IRON FITTINGS MGR 8.000 13.180 7,050.000 92,919.00 2886 9023*DUCTILE IRON FITTINGS(WL 12) MGR 4.000 3.000 7,550.000 22,650.00 2890 5322 VALVE (GATE)(150 MM) EA 25.000 23.000 495.000 11,385.00 2891 9023*VALVE (GATE)(150)(WL 12) EA 7.000 5.000 520.000 2,600.00 2895 5322 VALVE (GATE)(200 MM) EA 1.000 1.000 670.000 670.00 2896 9023*VALVE(GATE)(200MM)(WL 12) EA 1.000 0.000 710.000 .00 2900 5322 VALVE (GATE)(300 MM) EA 19.000 12.000 1,460.000 17,520.00 2901 9023*VALVE(GATE)(300MM)(WL 12) EA 1.000 0.000 1,560.000 .00 2905 5322 VALVE (GATE)(400 MM) EA 4.000 2.000 2,200.000 4,400.00 2906 9023*VALVE(GATE)(400)(WL 12) EA 4.000 3.000 2,350.000 7,050.00 2910 5322 VALVE (GATE)(600 MM) EA 1.000 1.000 10,850.000 10,850.00 2915 5322 FIRE HYDRANT (130 MM) EA 15.000 20.000 2,600.000 52,000.00 2916 9023*FIRE HYD(130MM)(WL 12) EA 7.000 5.000 2,800.000 14,000.00 2917 9023*FIRE HYD XT. EA 3.000 2.000 325.000 650.00 2918 9070*RELOCATE FIRE HYD.(STA. 26+929) LS 1.000 1.000 3,396.000 3,396.00 2920 5322 FIRE HYDRANT BARREL EXTENSIONS M 46.000 39.000 325.000 12,675.00 2922 9106*ADJ. WATER VALVE C.O.A. (C.O. 106) LS 1.000 1,231.120 1.000 1,231.12 2923 9027*AUTO AIR RELEASE VALVE(50MM) C.O 27 EA 5.000 5.000 3,040.880 15,204.40 2924 9023*AUTO AIR REL VALVE (25 MM)(WL 12) EA 2.000 0.000 3,850.000 .00 2925 5322 AUTO AIR RELEASE VALVE (100 MM) EA 3.000 0.000 3,800.000 .00 2926 9011*C.O.A. W/WW ADDT,DEPTH/SURVEY LS 1.000 1.000 38,414.000 38,414.00 2927 9023*ADJ. METER VALVE EA 1.000 0.000 550.000 .00 2928 9023*WOODWARD ST. CROSSING LS 1.000 1.000 2,750.000 2,750.00 2929 9023*CATALINA DRIVE CROSSING LS 1.000 1.000 1,650.000 1,650.00 2930 9023*REPAIR CONCRETE DRIVEWAYS M2 230.000 0.000 78.900 .00 2931 9023*REPAIR SPHALT DRIVEWAYS M2 167.000 0.000 52.690 .00 2932 9023*MOBILIZATION(COA ADJ.)(WL 12) LS 1.000 0.000 3,850.000 .00 2933 9023*WL LOWERING(DETAIL PLAN SHEET 2044B) EA 4.000 0.000 1,100.000 .00 0 SUBTOTAL BID ITEMS $ 1,055,959.32 0 2945 C.I.P. #4390-237-0982 WASTEWATER 0 2950 0402 TRENCH EXCAV PROTECTION M 1,330.000 1,316.000 10.000 13,160.00 2955 5322 BORE ENCASEMENT (STL PIPE)(600 MM) M 48.000 55.000 1,100.000 60,500.00 2956 9027*BORE ENCASE'MNT(ST PIPE)(915MIN) M 30.000 30.000 1,970.000 59,100.00 2960 5322 STEEL ENCASEMENT (OPEN CUT)(300 MM) M 145.000 0.000 130.000 .00 2965 5322 MANHOLE (1.22 M) EA 8.000 9.000 3,000.000 27,000.00 1 2965 5322 ADJ EST QUANTITY TO DATE 9.000 2970 5322 DROP MANHOLES (1.22 M) EA 1.000 0.000 3,500.000 .00 2975 5322 RECONNECT LATERAL SERVICE EA 27.000 31.000 1,050.000 32,550.00 2975 5322 ADJ EST QUANTITY TO DATE 30.000 2980 5322 PIPE (200 MM PVC)(SDR 26) M 1,185.000 1,267.000 76.000 96,292.00 2981 9011*C.O.OA. W/WW RISER CONES/STL CASING LS 1.000 1.000 20,305.000 20,305.00 2982 9024*INSTALL BACKFLOW PREVENTER LS 1.000 0.000 18,162.000 .00 2983 9029*TIE-IN 10" BACKFLOW PREVENTER LS 1.000 0.000 1,368.000 .00 2984 9027*C.O.A. ADJ. WL.'S 10'11 AND 13 LS 1.000 1.000 70,731.000 70,731.00 2985 9041*C. O. A. FIELD ORDER NO. 3 LS 1.000 1.000 13,188.900 13,188.90 2986 9043*RESTORE PKG. LOT(BACKFLOW PREV) CO. 43 LS 1.000 4,906.920 1.000 4,906.92 2987 9044*COA TAPING SLV&VALVES(300X300&300X400) LS 1.000 1.000 13,225.640 13,225.64 2988 9044*RE-CONNECT FIRELINES COA LS 1.000 1.000 13,669.410 13,669.41 2989 9042*REGRADE DITCH COA LS 1.000 1.000 1,519.000 1,519.00 2990 0464*RC PIPE (D-LOAD) (450 MM) M 35.730 35.730 110.000 3,930.30 2991 0464*RC PIPE (CL III)(450 MM)(RISER) M 6.690 6.690 180.000 1,204.20 2992 0496*REMOV OLD STR (PIPE) M 42.740 42.740 40.000 1,709.60 2993 9049*MODIFY W L #13 @ RET WALL #31 LS 18,000.000 11,790.170 1.000 11,790.17 2994 9117*REMOVE SEDIMENT FROM C.O.A. MANHOLE LS 1.000 1.000 429.000 429.00 0 SUBTOTAL BID ITEMS $ 445,211.14 0 TOTAL AMOUNT WORK DONE CITY OF AUSTIN ITEMS $ 2,049,330.59 0 TOTAL AMOUNT WORK DONE CONTROL 0113-13-116 $ 49,140,314.60 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS DIST. 14 COUNTY TRAVIS STOCK ACCT 14-1-0399 0 3051 ALL ITEMS NET LENGTH 0.000 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 3055 9146*BRIDGE SIGN MOUNTS EA 26.000 26.000 535.000 13,910.00 0 SUBTOTAL BID ITEMS $ 13,910.00 0 TOTAL AMOUNT WORK DONE ALL ITEMS $ 13,910.00 0 TOTAL AMOUNT WORK DONE STOCK ACCOUNT 14-1-0399 $ 13,910.00 1 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS DIST. 14 COUNTY TRAVIS CONTROL 0015-13-256 PROJECT BR 99(296) HIGHWAY IH 35 0 LIMITS- AT SH 71 & AT WILLIAMSON CREEK . 0 TYPE OF WORK- REPLACE BRIDGES & APPROACHES 0 3085 PREPARED JUNE, 1999 0 3135 ROADWAY ITEMS NET LENGTH 3.228 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 3140 0100 PREP ROW KM 3.550 3.550 200,000.000 710,000.00 3145 0110 EXCAVATION (RDWY) M3 211,402.000 211,530.390 5.600 1,184,570.18 3150 0132 EMBANK (ORD COMP)(TY B)(CL 3) M3 206,886.000 206,886.000 4.800 993,052.80 3155 0160 FURN AND PLAC TPSL (CL 2)(100 MM) M2 55,843.000 71,496.470 1.300 92,945.41 3160 0160 FURN AND PLAC TPSL (CL 2)(760 MM) M2 9,308.000 11,439.000 8.000 91,512.00 3165 0162 BLOCK SODDING M2 254.000 0.000 4.200 .00 3170 0164 CELL FIB SEED (TEMP)(COOL) M2 13,961.000 19,097.720 .200 3,819.54 3175 0164 CELL FIB SEED (TEMP)(WARM) M2 13,961.000 15,893.720 .200 3,178.74 3180 0164 CELL FIB SEED (PERM)(URBAN)(CLAY) M2 55,843.000 85,947.570 .200 17,189.51 3185 0168 VEGETATIVE WATERING KL 8,312.000 7,032.120 4.650 32,699.36 3190 0169 SOIL RET BLNKT (CL 1)(TY C) M2 42,566.000 55,005.110 1.200 66,006.13 3195 0180 WILDFLOWER SEEDING HA 0.350 0.380 4,850.000 1,843.00 3200 0192 MEXICAN WHITE OAK (MIN 75 MM CAL)(B&B) EA 33.000 0.000 325.000 .00 3205 0192 EVERGREEN SUMAC (CTR NM 5) EA 27.000 27.000 25.000 675.00 3210 0192 FLAMELEAF SUMAC (CTR NM 5) EA 4.000 4.000 30.000 120.00 3215 0192 PRIMROSE JASMINE (CTR NM 5) EA 12.000 12.000 20.000 240.00 3220 0192 MISCANTHUS GRASS (CTR NM 1) EA 94.000 104.000 9.000 936.00 3225 0192 EASTERN GAMA GRASS (CTR NM 1) EA 31.000 16.000 9.000 144.00 3230 0192 DWARF WAX MYRTLE (CTR NM 5) EA 251.000 322.000 20.000 6,440.00 3235 5078 LOOSE AGGREGATE FOR GROUNDCOVER (TY I) M3 698.000 623.350 30.000 18,700.50 3240 0192 LANTANA (CTR NM 1) EA 664.000 756.000 6.000 4,536.00 3245 0192 MUHLY GRASS (CTR NM 1) EA 5,314.000 5,904.000 5.000 29,520.00 3250 0192 ROSEMARY (CTR NM 1) EA 83.000 83.000 9.000 747.00 3255 0192 TURKS CAP (CTR NM 1) EA 754.000 1,055.000 7.000 7,385.00 3260 0192 ABELIA (CTR NM 5) EA 154.000 154.000 18.000 2,772.00 3265 0192 COTONEASTER (CTR NM 5) EA 89.000 0.000 18.000 .00 3266 0192*DWARF WAX MYRTLE (CTR NM 5) EA 89.000 0.000 20.000 .00 1 3270 0192 DWARF YAUPON (CTR NM 5) EA 388.000 388.000 18.000 6,984.00 3275 0192 JUNIPER (CTR NM 5) EA 135.000 0.000 14.000 .00 3280 0192 QUINCE (CTR NM 5) EA 590.000 603.000 18.000 10,854.00 3285 0192 RED FLOWERING YUCCA (CTR NM 5) EA 540.000 550.000 18.000 9,900.00 3290 0192 SAGE (CTR NM 5) EA 90.000 150.000 20.000 3,000.00 3295 0192 BALD CYPRESS (MIN 75 MM CAL)(B&B) EA 12.000 12.000 325.000 3,900.00 3300 0192 CEDAR ELM (MIN 75 MM CAL)(B&B) EA 9.000 9.000 325.000 2,925.00 3305 0192 CHINESE PISTACHE (MIN 75 MM CAL)(B&B) EA 25.000 25.000 325.000 8,125.00 3310 0192 LIVE OAK (MIN 75 MM CAL)(B&B) EA 15.000 15.000 325.000 4,875.00 3315 0192 RED OAK (MIN 75 MM CAL)(B&B) EA 23.000 0.000 325.000 .00 3320 0192 CRAPEMYRTLE (3.0-3.7 M HT)(CNTR) EA 24.000 24.000 210.000 5,040.00 3325 0192 MOUNTAIN LAUREL (1.8-2.4 M HT)(B&B) EA 44.000 0.000 300.000 .00 3330 0192 WAXMYRTLE (MIN 2.4 M HT) EA 30.000 30.000 200.000 6,000.00 3335 0192 YAUPON (MIN 2.4 M HT)(B&B) EA 76.000 76.000 210.000 15,960.00 3340 0192 TAM JUNIPER (CTR NM 5) EA 192.000 0.000 14.000 .00 3345 0192 OKLAHOMA REDBUD (MIN 3.0 M HT)(B&B) EA 42.000 39.000 200.000 7,800.00 3350 0192 MEXICAN PLUM (MIN 65MM CAL) EA 29.000 29.000 250.000 7,250.00 3355 0192 TEXAS PISTACHIO (CTR NM 5) EA 7.000 7.000 27.000 189.00 3360 0192 LITTLE BLUESTEM (CTR NM 1) EA 168.000 0.000 9.000 .00 3365 0192 POSSUMHAW HOLLY (CTR NM 5) EA 38.000 38.000 20.000 760.00 3370 0247 FL BS (COMPL IN PLAC)(TY D GR6 CL 4) M3 1,675.000 0.000 30.000 .00 3375 0260 LIME TREAT SUBGR (OC)(150 MM) M2 169,116.000 141,304.020 1.450 204,890.83 3376 9053*CHEM.TREAT SUBGR(PLTMIX)(SAND) M2 13,711.000 7,111.000 1.450 10,310.95 3377 9053*CEMENT MGR 299.000 131.170 75.000 9,837.75 3380 0260 LIME (TY A)(SLURRY) MGR 2,862.000 2,251.350 75.000 168,851.25 3381 0260*LIME (TY B) MGR 1,300.000 483.400 75.000 36,255.00 3385 0310 ASPH MATRL (MC-30) L 1,195.000 0.000 .300 .00 3390 0310 ASPH MATL (AE-P) L 1,900.000 0.000 .300 .00 3395 0340 ASPH CONC (TY A) MGR 93,647.000 102,302.600 33.000 3,375,985.80 3400 0340 ASPH CONC (TY B) MGR 6,762.000 26,085.400 33.000 860,818.20 3405 0340 ASPH CONC (TY C) MGR 21,646.000 20,376.320 35.000 713,171.20 3406 0340*ASPH CONC (TY C)(LEVEL-UP) MGR 486.000 118.430 76.540 9,064.63 3410 0354 PLANE ASPH CONC PAV (0 - 90 MM) M2 14,767.000 1,419.390 1.000 1,419.39 3411 0354*PLANE ASPH CONC PAV (0 - 50 MM) M2 1,667.000 1,125.370 4.950 5,570.58 3412 0354*PLANE ASPH CONC PAV (50 MM) M2 5,000.000 9,630.160 3.470 33,416.66 3413 9310*RIDE QC/QA BONUS LS 1.000 0.000 1.000 .00 3414 9310*RIDE QC/QA PENALTY LS 1.000 0.000 -1.000 .00 3415 0360 CONC PAV (CONT REINF HY 1 STL)(350 MM) M2 147,433.000 151,630.490 21.800 3,305,544.68 3416 0351*REPAIR EXIST FLEX PAV STRUCT (50 MM) M2 245.000 307.780 13.460 4,142.72 3417 0351*REPAIR EXIST FLEX PAV STRUCT (100 MM) M2 334.000 387.260 54.540 21,121.16 3418 0351*REPAIR EXIST FLEX PAV STRUCT (275 MM) M2 522.300 732.680 85.330 62,519.58 3419 0316*ASPH (HFRS-2) L 88,200.000 75,046.600 .600 45,027.96 3420 0316*AGGR (TY B GR5) M3 556.600 337.790 103.460 34,947.75 3435 0402 TRENCH EXCAV PROTECTION M 2,577.580 2,659.230 10.000 26,592.30 3440 0403 TEMPORARY SPL SHORING M2 2,114.350 2,114.350 320.000 676,592.00 3445 0416 DRILL SHAFT (600 MM) M 36.140 27.570 270.000 7,443.90 3450 0416 DRILL SHAFT (900 MM) M 23.000 26.530 260.000 6,897.80 3455 0416 DRILL SHAFT (1200 MM) M 26.900 4.880 440.000 2,147.20 3460 0416 DRILL SHAFT (SIGN MTS)(750 MM) M 96.800 151.530 300.000 45,459.00 3465 0416 DRILL SHAFT (SIGN MTS)(1050 MM) M 5.500 5.500 650.000 3,575.00 3470 0416 DRILL SHAFT (HIGH MAST POLE)(1500 MM) M 100.700 97.100 825.000 80,107.50 3475 0416 DRILL SHAFT (NON-REINF)(300 MM) M 11.550 16.900 215.000 3,633.50 3480 0420 CL C CONC (MISC) M3 7.100 23.130 750.000 17,347.50 3485 0423 RETAINING WALL (MSE) M2 6,196.660 0.000 310.000 .00 3485 0423 ADJ EST QUANTITY TO DATE 0.000 3486 0423*RETAINING WALL (MSE) M2 6,196.660 6,196.660 326.725 2,024,603.74 3490 0423 RETAINING WALL (TEMP) M2 4,428.000 5,176.930 210.000 1,087,155.30 3491 9040*WMSN CK TEMP RET. WALL C.O. # 40 LS 15,000.000 24,100.770 1.000 24,100.77 3495 0423 RETAINING WALL (TIEBACK) M2 5,697.510 5,697.510 430.000 2,449,929.30 3500 0432 RIPRAP (CONC)(CL B) M3 1,831.130 2,467.290 290.000 715,514.10 3505 0442 STR STL (WF TERM ANCH) KG 52,834.000 52,834.000 1.350 71,325.90 3510 0450 RAIL (TY T201F)(MOD)(W/TRF) M 92.860 21.520 230.000 4,949.60 3511 9058*RAIL (T-201)(MOD)(W/TRF) M 71.340 71.340 213.000 15,195.42 3515 0450 RAIL (TY 501)(W/TRF) M 386.100 391.260 155.000 60,645.30 3520 0450 RAIL (TY T501F) M 4,724.280 0.000 160.000 .00 3520 0450 ADJ EST QUANTITY TO DATE 0.000 3521 9046*RAIL (T-501) ADJUSTED M 4,724.280 7,524.684 98.500 741,181.37 3525 0450 RAIL (TY T502F) M 1,905.500 0.000 160.000 .00 3526 0450*RAIL (TY T502) M 1,905.500 2,144.550 100.000 214,455.00 3530 0450 RAIL (TY T501F)(MOD)(W/TRF) M 386.200 0.000 210.000 .00 3531 9046*RAIL(T-501)(MOD)(W/TRF) M 386.200 117.400 175.000 20,545.00 3535 0450 RAIL (TY T501) M 2,965.800 0.000 100.000 .00 3540 0450 RAIL (TY T501)(MOD) M 757.700 757.700 125.000 94,712.50 3544 9121*EXTRA WORK WL 23-7 & 23-13 LS 1.000 1.000 4,701.000 4,701.00 3545 0462 CONC BOX CULV (1800 MM X 900 MM) M 203.850 203.850 800.000 163,080.00 3546 9033*TEMP TIE-IN CENT MED. CO.O. # 33 LS 17,285.610 16,059.180 1.000 16,059.18 3547 9121*EXTRA WORK @ N-S TURNAROUND LS 1.000 1.000 3,077.550 3,077.55 3548 9121*JB 21-2 OVERSIZE LS 1.000 1.000 711.590 711.59 1 3549 9121*REMOVE ADDTL. SPOIL LS 1.000 1.000 2,043.000 2,043.00 3550 0464 RC PIPE (D-LOAD)(1200 MM) M 123.120 219.760 290.000 63,730.40 3551 9123*SYSTEM 27 REVISIONS LS 1.000 1.000 3,177.390 3,177.39 3552 9123*SYSTEM 29 REVISIONS LS 1.000 1.000 1,099.600 1,099.60 3555 0464 RC PIPE (D-LOAD) (450 MM) M 1,990.410 2,405.730 110.000 264,630.30 3556 9145*LOWER RCP - MATCH INLET LS 700.000 652.560 1.000 652.56 3560 0464 RC PIPE (D-LOAD) (525 MM) M 124.120 213.220 150.000 31,983.00 3565 0464 RC PIPE (D-LOAD) (600 MM) M 514.790 960.410 180.000 172,873.80 3565 0464 ADJ EST QUANTITY TO DATE 570.000 3570 0464 RC PIPE (D-LOAD) (675 MM) M 27.230 27.230 190.000 5,173.70 3575 0464 RC PIPE (D-LOAD) (750 MM) M 253.080 126.240 200.000 25,248.00 3576 9099*1500 MM QTY/DEPTH ADJUST M 5.000 5.000 912.150 4,560.75 3577 9099*MANH (COMPL)TY M(DROP) 900 MM RISER EA 1.000 1.000 4,145.830 4,145.83 3578 9099*ADJUST (TY M) / MODIFY LARGE J-BOX LS 1.000 1.000 10,887.230 10,887.23 3579 0464*RC PIPE (D-LOAD)(1500 MM) M 5.000 5.000 606.650 3,033.25 3580 0465 INLET (COMPL)(TY-AAD) EA 25.000 23.000 3,200.000 73,600.00 3585 0465 MANH (COMPL)(JCT BOX)(TY M) EA 33.000 33.000 2,800.000 92,400.00 3590 0465 INLET (COMPL)(DROP)(TY I) EA 22.000 25.000 2,500.000 62,500.00 3595 0465 MANH (COMPL)(JCT BOX)(SPL)(LARGE) EA 3.000 3.000 12,000.000 36,000.00 3600 0465 INLET (COMPL)(TY E)(3200 MM) EA 9.000 11.000 4,000.000 44,000.00 3605 0465 INLET (COMPL)(TY E)(4700 MM) EA 19.000 21.000 5,500.000 115,500.00 3610 0465 INLET (COMPL)(TY IIR)(3.2 M) EA 8.000 19.000 4,000.000 76,000.00 3615 0465 INLET (COMPL)(TY IIR)(4.7 M) EA 7.000 6.000 6,000.000 36,000.00 3620 0474 SLOTTED DRAIN OUTFALL (450 MM) M 1.110 0.000 100.000 .00 3625 0479 ADJ INLETS EA 16.000 22.000 850.000 18,700.00 3630 0481 PVC PIPE (SCH 40)(200 MM) M 89.000 55.000 60.000 3,300.00 3635 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 85,000.000 85,000.00 3640 0496 REMOV OLD STR (SMALL) EA 52.000 51.000 400.000 20,400.00 3645 0496 REMOV OLD STR (PIPE) M 2,712.740 1,497.270 40.000 59,890.80 3646 9113*REPAIR DETOUR 8,9 2/12/04 LS 1.000 1.000 24,789.000 24,789.00 3647 9113*REPAIR DETOUR 21 2/13/04 LS 1.000 1.000 1,827.000 1,827.00 3648 9114*DRAINAGE FOR DETOUR 8 & 9 LS 1.000 1.000 32,376.000 32,376.00 3649 9113*REPAIR DETOUR 8,9,21 2/15/04 LS 1.000 1.000 13,756.000 13,756.00 3650 0508 CONSTRUCT DETOURS (CL 1) KM 5.978 5.982 120,000.000 717,840.00 3651 9066*MAT'L. ONLY(SIGNS IH 35 DETOUR) CO. 66 LS 1.000 1.000 22,177.000 22,177.00 3652 9066*IH 35 DETOUR(LABOTR,EQUIP,RENTALS) EA 4.000 5.000 15,087.000 75,435.00 3653 9113*REPAIR DETOUR 8,9 2/16/04 LS 1.000 1.000 10,659.000 10,659.00 3654 9113*REPAIR DETOUR 8,9 3/9/04 LS 1.000 1.000 74,107.000 74,107.00 3655 0512 PORT CONC TRAF BARRIER (TY 2)(TY A) M 1,657.300 1,768.630 95.000 168,019.85 3656 9113*REPAIR DETOUR SUPERVISOR TIME LS 1.000 1.000 10,847.000 10,847.00 3660 0512 PORT CONC TRAF BAR (FURN & INSTL) M 10,769.000 7,559.410 30.000 226,782.30 1 3665 0512 PORT CONC TRAF BAR (MOVE & RESET) M 13,896.000 21,250.700 10.000 212,507.00 3670 0512 PORT CONC TRAF BAR (REMOVE) M 12,097.000 11,406.810 5.000 57,034.05 3675 0512 PORT CONC TRF BAR LOW PRF(TY I)(TY E) M 213.000 402.420 100.000 40,242.00 3680 0512 PORT CONC TRF BAR LOW PRF(TY II)(TY E) M 6.000 30.400 100.000 3,040.00 3685 0512 PORT CTB LOW PRF (MOVE & RESET)(TY I) M 80.000 561.030 9.000 5,049.27 3690 0512 PORT CTB LOW PRF (MOVE & RESET)(TYII) M 12.000 103.660 9.000 932.94 3695 0512 PORT CONC TRF BAR LOW PRF (TY I) REMV M 293.000 402.420 7.000 2,816.94 3700 0512 PORT CONC TRF BAR LOW PRF (TY II) RMV M 18.000 30.400 7.000 212.80 3705 0514 PERM CONC TRAF BARRIER (TY 2) M 3,679.120 3,666.500 105.000 384,982.50 3710 0514 PERM CONC TRAF BARRIER (TY 3) M 252.500 239.470 215.000 51,486.05 3715 0529 CONC CURB & GUTTER (TY I) M 1,374.300 1,478.740 23.000 34,011.02 3720 0529 CONC CURB AND GUTTER (TY II)(MOD) M 4,651.900 3,722.130 25.500 94,914.32 3725 0530 DRVWYS (CONC)(150 MM) M2 150.000 158.520 36.000 5,706.72 3730 0531 CONCRETE SIDEWALKS M2 811.000 1,302.130 22.000 28,646.86 3735 0531 CONC SIDEWALK (WHEELCHAIR RAMP) EA 27.000 28.000 225.000 6,300.00 3736 9074*DEMO WHEELCHAIR RAMPS (WOODWARD BRDG) LS 1.000 1.000 3,305.040 3,305.04 3740 0540 TERM ANCHOR SECT (2.67 MM) EA 1.000 11.000 300.000 3,300.00 3745 0540 MTL BEAM GD FEN (TIM POST)(2.67 MM) M 651.320 30.480 42.000 1,280.16 3750 0540 MTL BM GD FEN (BLK OUT)TIM POST 2.67 MM M 264.780 53.340 44.000 2,346.96 3755 0542 REMOV METAL BEAM GUARD FENCE M 2,480.000 3,198.580 3.300 10,555.31 3756 9012*RMV & RELOCATE MBGF M 114.300 84.100 34.580 2,908.18 3757 9012*RELOCATE G.E.T. EA 1.000 6.600 843.200 5,565.12 3758 9012*ROCK BACKFILL(T-501 & INLET) LS 1.000 1.000 3,034.000 3,034.00 3760 0580 PROJECT MAINT (MOWING) CYC 54.000 11.000 400.000 4,400.00 3765 0580 PROJECT MAINT (LITTER PICKUP) CYC 54.000 13.000 250.000 3,250.00 3770 0580 PROJECT MAINT (SWEEPING) CYC 54.000 39.500 400.000 15,800.00 3775 0610 RDWY ILL ASSEM (TY SA 15T-3-3)(.4 KW)S EA 2.000 2.000 2,200.000 4,400.00 3780 0610 RDWY ILL AM U/P(TY SPL-CO)(.25KW)S(TY3) EA 8.000 8.000 600.000 4,800.00 3785 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY3) EA 24.000 24.000 500.000 12,000.00 3790 0610 RDWY ILL ASSEM (TY SA 12S-3)(.25 KW)S EA 2.000 5.000 1,800.000 9,000.00 3795 0610 RDWY ILL ASSEM (TY SA 12T-3)(.25 KW)S EA 3.000 3.000 1,600.000 4,800.00 1 3800 0610 RDWY ILL ASSEM (TY SA 15S-3)(.4 KW)S EA 18.000 18.000 2,000.000 36,000.00 3805 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY2) EA 16.000 16.000 650.000 10,400.00 3810 0611 REMOV RDWY ILL ASSEM EA 81.000 81.000 600.000 48,600.00 3815 0611 REMOV RDWY ILL ASSEM (BR MOUNT) EA 2.000 2.000 200.000 400.00 3816 0612*RELOC RDWY ILL ASSEM (TRANS-BASE) EA 4.000 4.000 2,333.330 9,333.32 3820 0613 HIGH MAST ILL POLE (45 M)(129 KM/H) EA 9.000 9.000 15,000.000 135,000.00 3825 0613 HIGH MAST ILL POLE (53 M)(129 KM/H) EA 3.000 3.000 20,000.000 60,000.00 3826 9045*RELOCATE H.M. # 10 LS 1.000 1.000 904.280 904.28 3830 0614 HI MST ILL ASM (12-400 WATT)(SYM) EA 3.000 3.000 18,000.000 54,000.00 3835 0614 HI MST ILL ASM (12-400 WATT)(ASYM)(TYA) EA 9.000 9.000 18,000.000 162,000.00 3840 0618 CONDUIT (RM)(19 MM) M 491.000 579.180 24.000 13,900.32 3845 0618 CONDUIT (RM)(50 MM) M 133.000 59.000 25.000 1,475.00 3850 0618 CONDUIT (PVC)(SCHD 40)(50 MM) M 9,976.200 9,983.210 11.000 109,815.31 3850 0618 ADJ EST QUANTITY TO DATE 10,259.200 3855 0618 CONDUIT (PVC)(SCHD 40)(75 MM) M 472.500 472.500 19.000 8,977.50 3860 0618 CONDUIT (PVC)(SCHD 40)(100 MM) M 30.000 87.300 21.000 1,833.30 3865 0618 CONDUIT (PVC)(SCHD 40)(BORE)(50 MM) M 434.000 585.530 75.000 43,914.75 3870 0618 CONDUIT (PVC)(SCHD 40)(19 MM) M 312.000 1,531.000 20.000 30,620.00 3875 0620 ELEC CONDUCTOR (NO. 12) BARE M 1,633.000 828.790 1.000 828.79 3875 0620 ADJ EST QUANTITY TO DATE 1,821.000 3880 0620 ELEC CONDUCTOR (NO. 8) BARE M 3,471.000 3,543.930 1.350 4,784.31 3880 0620 ADJ EST QUANTITY TO DATE 4,390.000 3885 0620 ELEC CONDUCTOR (NO. 6) BARE M 1,263.000 892.600 1.500 1,338.90 3886 0620*ELEC CONDUCTOR (NO. 2) BARE M 1,966.000 1,539.650 6.370 9,807.57 3890 0620 ELEC CONDUCTOR (NO. 12) INSULATED M 3,266.000 2,446.120 1.300 3,179.96 3890 0620 ADJ EST QUANTITY TO DATE 3,642.000 3895 0620 ELEC CONDUCTOR (NO. 8) INSULATED M 8,100.000 13,158.340 1.700 22,369.18 3900 0620 ELEC CONDUCTOR (NO. 6) INSULATED M 2,566.000 1,458.000 1.700 2,478.60 3905 0620 ELEC CONDUCTOR (NO. 4) INSULATED M 86.000 243.800 2.500 609.50 3906 0620*ELEC CONDUCTOR (NO. 2) INSULATED M 3,932.000 3,070.280 7.420 22,781.48 3910 0624 GROUND BOX TY A (122311) W/APRON EA 84.000 84.000 370.000 31,080.00 3915 0624 GROUND BOX TY D (162922) 1 W/APRON EA 10.000 27.000 600.000 16,200.00 3920 0624 GROUND BOX TY D (162922) EA 37.000 38.000 400.000 15,200.00 3925 0628 ELEC SERV TYA(240/480)030(NS)GS(T)TP(O EA 7.000 7.000 3,000.000 21,000.00 3930 0628 ELEC SERV TYA(240/480)060(NS)GS(E)PS(U EA 6.000 6.000 3,500.000 21,000.00 3935 0628 ELEC SERV TYA(240/480)100(NS)GS(E)PS(U EA 1.000 1.000 4,500.000 4,500.00 3940 0636 ALUM SIGNS (TY A) M2 40.200 41.280 125.000 5,160.00 3945 0637 ALUM SIGNS (TY G) M2 74.500 39.600 200.000 7,920.00 3946 9035*INSTALL 2 STATE FURNISH SIGNS (TY G) LS 1.000 1.000 2,821.610 2,821.61 3950 0642 ALUM SIGNS (TY O) M2 313.740 292.247 150.000 43,837.05 3955 0644 SMALL RDSD SGN ASSM (TY A) EA 40.000 80.000 310.000 24,800.00 3960 0644 SMALL RDSD SGN ASSM (TY B) EA 9.000 8.000 500.000 4,000.00 3965 0644 SMALL RDSD SGN ASSM (TY C) EA 3.000 5.000 560.000 2,800.00 3970 0644 SMALL RDSD SGN ASSM (TY D-1) EA 2.000 3.650 400.000 1,460.00 3975 0644 SMALL RDSD SGN ASSM (TY F) EA 38.000 42.000 480.000 20,160.00 3980 0644 SMALL RDSD SGN ASSM (TY G) EA 2.000 0.000 750.000 .00 3985 0644 SMALL RDSD SGN ASSM (TY SPL) EA 17.000 10.000 650.000 6,500.00 3990 0644 SMALL RDSD SGN ASSM (TY MP) EA 4.000 4.000 130.000 520.00 3995 0647 LG RDSD SGN SUPT (STRUCT STL) KG 1,464.610 1,990.070 7.000 13,930.49 4000 0649 REMOV LARGE RDSD SGN ASSMS EA 14.000 14.000 750.000 10,500.00 4005 0649 REMOV SMALL RDSD SGN ASSMS EA 101.000 101.000 75.000 7,575.00 4010 0649 RELOC LARGE RDSD SGN ASSMS EA 1.000 2.000 2,500.000 5,000.00 4015 0650 OVHD SGN SUPT (13 M BRDG)(BRDG MNT) EA 1.000 1.000 36,000.000 36,000.00 4020 0650 OVHD SGN SUPT (19 M BRDG)(5.36 M HT) EA 2.000 2.000 15,000.000 30,000.00 4025 0650 OVHD SGN SUPT (20 M BRDG)(5.36 M HT) EA 1.000 1.000 23,000.000 23,000.00 4030 0650 OVHD SGN SUPT (28 M BRDG)(5.36 M HT) EA 1.000 1.000 28,000.000 28,000.00 4035 0650 OVHD SGN SUPT (29 M BRDG)(5.36 M HT) EA 1.000 1.000 27,000.000 27,000.00 4040 0650 OVHD SGN SUPT (31 M BRDG)(5.36 M HT) EA 1.000 1.000 28,000.000 28,000.00 4045 0650 OVHD SGN SUPT ( 8 M CANT)(5.36 M HT) EA 1.000 1.000 11,000.000 11,000.00 4050 0650 OVHD SGN SUPT (13 M CANT)(5.36 M HT) EA 1.000 1.000 14,500.000 14,500.00 4055 0650 OVHD SGN SUPT ( 9 M CANT)(5.36 M HT) EA 1.000 1.000 10,500.000 10,500.00 4060 0650 OVHD SGN SUPT (12 M CANT)(5.36 M HT) EA 1.000 1.000 14,000.000 14,000.00 4065 0652 HWY SGN LIGHT FIXT (MV)(100 WATT) EA 50.000 50.000 350.000 17,500.00 4070 0656 FND FOR TRAF SIG (600 MM DRIL SHFT) M 13.300 16.500 300.000 4,950.00 4075 0656 FND FOR TRAF SIG (750 MM 1 DRIL SHFT) M 3.400 3.400 350.000 1,190.00 4080 0656 FND FOR TRAF SIG (TYA)(900MM DRIL SHFT) M 8.000 8.000 450.000 3,600.00 4085 0656 FND FOR TRAF SIG (TYB)(900MM DRIL SHFT) M 4.600 4.600 460.000 2,116.00 4090 0656 FND FOR RDWY ILL ASM (TYA)(750MM DR SH) M 5.000 5.500 325.000 1,787.50 4095 0656 FND FOR RDWY ILL ASM (TYB)(750MM DR SH) M 2.000 2.000 330.000 660.00 4100 0656 TRAF SIG CNTRL FND M3 2.050 5.050 1,700.000 8,585.00 4105 0658 DEL ASM TY A (D-SW) EA 7.000 3.000 35.000 105.00 4110 0658 DEL ASM TY A (D-SY) EA 16.000 6.000 33.000 198.00 4115 0658 DEL ASM TY A (D-DW) EA 11.000 3.000 30.000 90.00 4120 0658 DEL ASM TY A (D-DY) EA 10.000 0.000 37.000 .00 4125 0658 DEL ASM TY A (D-SY) POST MNT EA 23.000 0.000 40.000 .00 4130 0658 DEL ASM TY C (CL A) (D-SW) EA 35.000 24.000 7.000 168.00 4135 0658 DEL ASM TY C (CL A) (D-SY) EA 23.000 22.000 7.000 154.00 4140 0658 DEL ASM TY C (CL A) (D-DW) EA 28.000 14.000 7.000 98.00 4144 0662*WRK ZN PAV MRK REMOV (Y) (SLD)(100 MM) M 1.000 3,896.000 5.000 19,480.00 4145 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (2.0 M) EA 4.000 1.000 38.000 38.00 4146 0662*WRK ZN PAV MRK REMOV (W) (SLD) (100 MM) M 1.000 11,307.050 5.000 56,535.25 4147 0662*WRK ZN PAV MRK REMOV (W) (BRK) (100 MM) M 1.000 3,802.920 5.000 19,014.60 4148 0662*WRK ZN PAV MRK REMOV (W) (SLD) (200 MM) M 1.000 1,208.000 8.500 10,268.00 4149 9031*BLACKTAPE (6")TO ELMN. EXT PV MK M 1,943.000 4,781.000 11.240 53,738.44 4150 0662 WRK ZN PAV MRK REMOV (CL B) TY I-A EA 2,470.000 2,213.000 4.000 8,852.00 4155 0662 WRK ZN PAV MRK REMOV (CL B) TY I-C EA 2,162.000 1,879.000 4.000 7,516.00 4160 0662 WRK ZN PAV MRK REMOV (CL B) TY II-C-R EA 3,887.000 7,826.000 4.000 31,304.00 4165 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)100 MM M 25,544.000 33,942.880 1.500 50,914.32 4170 0662 WRK ZN PAV MRK NON-REMV (W)(BRK)100 MM M 11,975.000 19,933.310 1.500 29,899.97 4175 0662 WRK ZN PAV MRK NON-REMV (W)(DOT)100 MM M 214.000 546.940 3.500 1,914.29 4180 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)200 MM M 1,107.000 3,829.190 3.000 11,487.57 4185 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)600 MM M 45.000 275.000 15.000 4,125.00 4190 0662 WRK ZN PAV MRK NON-REMOV (W) (ARROW) EA 21.000 58.000 60.000 3,480.00 4195 0662 WRK ZN PAV MRK NON-REMOV (W)(DBL ARROW) EA 16.000 25.000 100.000 2,500.00 4200 0662 WRK ZN PAV MRK NON-REMOV (W) 1 (WORD) EA 7.000 20.000 90.000 1,800.00 4205 0662 WRK ZN PAV MRK NON-REMOV (W)(ENTR GORE) EA 15.000 4.000 520.000 2,080.00 4210 0662 WRK ZN PAV MRK NON-REMOV (W)(EXIT GORE) EA 16.000 6.000 300.000 1,800.00 4215 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)100 MM M 29,798.000 30,998.490 1.600 49,597.58 4220 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)600 MM M 65.000 35.000 18.000 630.00 4225 0662 WRK ZN PAV MRK SH TRM (TAB) TY W EA 16,325.000 7,339.000 .750 5,504.25 4230 0662 WRK ZN PAV MRK SH TRM (TAB) TY Y-2 EA 4,968.000 1,106.000 .750 829.50 4235 0666 REFL PAV MRK TY I (W) (SLD) (100 MM) M 15,896.400 15,389.000 1.500 23,083.50 4240 0666 REFL PAV MRK TY I (W) (BRK) (100 MM) M 7,081.300 6,163.760 2.000 12,327.52 4245 0666 REFL PAV MRK TY I (W) (DOT) (100 MM) M 79.200 104.000 3.000 312.00 4250 0666 REFL PAV MRK TY I (W) (SLD) (200 MM) M 4,074.900 3,006.000 3.000 9,018.00 4255 0666 REFL PAV MRK TY I (W) (LNDP) (200 MM) M 196.600 235.000 3.000 705.00 4260 0666 REFL PAV MRK TY I (W) (SLD) (300 MM) M 1,041.800 532.300 9.000 4,790.70 4265 0666 REFL PAV MRK TY I (W) (SLD) (600 MM) M 221.400 342.330 20.000 6,846.60 4270 0666 REFL PAV MRK TY I (W) (RR XING) EA 4.000 4.000 300.000 1,200.00 4275 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 22,375.400 12,769.000 1.500 19,153.50 4280 0666 REFL PAV MRK TY I (Y) (SLD) (300 MM) M 381.700 186.000 9.000 1,674.00 4285 0672 RAIS PAV MRKR CL B (REFL) TY I-A EA 148.000 0.000 2.800 .00 4290 0672 RAIS PAV MRKR CL B (REFL) TY I-C EA 516.000 0.000 3.000 .00 4295 0672 RAIS PAV MRKR CL B (REFL) TY I-R EA 42.000 42.000 6.500 273.00 4300 0672 RAIS PAV MRKR CL B (REFL) TY II-A-A EA 78.000 72.000 3.000 216.00 4305 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 2,331.000 1,749.000 3.250 5,684.25 4310 0677 ELIM EXT PAV MRK & MRKR (100 MM) M 6,773.000 21,454.940 2.600 55,782.84 4315 0677 ELIM EXT PAV MRK & MRKR (200 MM) M 16.000 1,689.950 5.200 8,787.74 4320 0677 ELIM EXT PAV MRK & MRKR (600 MM) M 471.000 290.080 18.000 5,221.44 4325 0677 ELIM EXT PAV MRK & MRKR (ARROW) EA 16.000 35.000 65.000 2,275.00 1 4330 0677 ELIM EXT PAV MRK & MRKR (ENTR GORE) EA 2.000 0.000 850.000 .00 4335 0677 ELIM EXT PAV MRK & MRKR (EXIT GORE) EA 3.000 2.000 450.000 900.00 4340 0680 INSTAL OF HWY TRAF SIG (ISOLATED) EA 1.000 1.000 3,000.000 3,000.00 4345 0681 TEMP TRAF SIGNALS FOR CONSTRUCTION EA 2.000 2.000 56,000.000 112,000.00 4350 0682 VEH SIG SEC (300 MM) EA 58.000 62.000 210.000 13,020.00 4355 0682 PED SIG SEC (2 INDICATIONS IN 1 SEC) EA 12.000 12.000 350.000 4,200.00 4355 0682 ADJ EST QUANTITY TO DATE 18.000 4360 0682 BACK PLATE (3 SEC) (300 MM) EA 16.000 16.000 55.000 880.00 4365 0682 BACK PLATE (5 SEC) (300 MM) EA 2.000 3.000 75.000 225.00 4370 0682 LOUVER (ADJUSTABLE) (300 MM) EA 6.000 6.000 200.000 1,200.00 4375 0684 TRAF SIG CBL (TY A)(4 CONDR)(12 AWG) M 184.000 0.000 3.000 .00 4380 0684 TRAF SIG CBL (TY A)(7 CONDR)(12 AWG) M 281.000 293.900 4.000 1,175.60 4385 0684 TRAF SIG CBL (TY A)(20 CONDR)(12 AWG) M 211.000 293.900 18.000 5,290.20 4390 0684 TRAF SIG CBL (TY C) (2 CONDR)(14 AWG) M 633.000 633.000 2.000 1,266.00 4395 0684 TRAF SIG CBL (TY A) (3 CONDR)(18 AWG) M 443.000 443.000 3.500 1,550.50 4400 0686 TRAF SIG POLE ASM (STL)1 ARM (11.0 M) EA 1.000 1.000 2,500.000 2,500.00 4405 0686 TRAF SIG POL ASM (STL)2 ARM(13.4-11.0M) EA 1.000 1.000 5,000.000 5,000.00 4410 0686 TRF SIG POL ASM (STL)2 ARM12.2-11.0MLUM EA 1.000 1.000 4,800.000 4,800.00 4415 0686 TRAF SIG POLE ASM (STL)1 ARM(11.0 M)LUM EA 1.000 1.000 3,000.000 3,000.00 4416 9109*REPLACE SIGNAL POLE (CO#109) EA 1.000 1.000 4,891.000 4,891.00 4420 0688 PED DETECT (PUSH BTN) EA 12.000 12.000 60.000 720.00 4425 0688 VEH DETECT (SAWCUT) M 727.000 0.000 15.000 .00 4430 1000 VEGETATION BARRIER M2 9,308.000 8,309.210 2.200 18,280.26 4435 1009 COMPOST MANF TPSL (BOS)(CLASS 3) M3 698.000 830.920 30.000 24,927.60 4440 3116 CONCRETE (WIDE FLANGE ANCHORAGE) M3 298.000 298.000 160.000 47,680.00 4445 3022 HOT MIX (TY C)(PV 32 MIN)(PG 76-22) MGR 7,665.000 9,954.470 40.000 398,178.80 4446 9500*QCQA HOT MIX PRODUCTION BONUS LS 1.000 0.000 1.000 .00 4447 9500*QCQA HOT MIX PLACEMENT BONUS LS 1.000 0.000 1.000 .00 4448 9500*QCQA HOT MIX PRODUCTION PENALTY LS 1.000 0.000 -1.000 .00 4449 9500*QCQA HOT MIX PLACEMENT PENALTY LS 1.000 0.000 -1.000 .00 4450 4156 FLOWABLE BACKFILL M3 2,659.710 2,642.080 70.000 184,945.60 1 4455 5002 ROCK FILTER DAMS (TY 4) M 62.000 69.430 60.000 4,165.80 4460 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 4) M 31.000 5.500 60.000 330.00 4465 5002 ROCK FILTER DAMS (REMOV)(TY 4) M 62.000 69.430 16.500 1,145.60 4470 5002 ROCK FILTER DAMS (TY 4) M3 500.000 0.000 70.000 .00 4475 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 4) M3 250.000 0.000 70.000 .00 4480 5002 ROCK FILTER DAMS (REMOV)(TY 4) M3 500.000 0.000 20.000 .00 4485 5012 TEMP SEDMT CONT FENCE M 3,419.000 6,144.480 4.500 27,650.16 4490 5012 TEMP SEDMT CONT FENCE (REMOV & REPLAC) M 1,710.000 720.000 4.500 3,240.00 4495 5012 TEMP SEDMT CONT FENCE (REMOV) M 3,419.000 2,868.000 1.200 3,441.60 4500 5005 BKHOE WORK (EROSN CONT)(CL 1) H 50.000 39.450 95.000 3,747.75 4505 5005 FRNT END LDR WORK (EROSN CONT)(CL 1) H 50.000 39.000 135.000 5,265.00 4510 5005 BLADING WORK (EROSN CONT)(CL 1) H 50.000 16.150 55.000 888.25 4515 5005 BLDZR WORK (EROSN CONT)(CL 1) H 50.000 35.250 130.000 4,582.50 4516 9149*CONST EROSN CONTROL FLUMES LS 1.000 1.000 17,632.350 17,632.35 4517 9149*INSTALL BLOCKS IN LANDSCAPE DRAINS LS 1.000 1.000 2,357.550 2,357.55 4520 5006 CONSTRUCT EXIT (TY 1) M2 30.000 1,207.010 11.000 13,277.11 4525 5006 CONSTRUCT EXIT (REMOV & REPLAC)(TY 1) M2 20.000 0.000 14.000 .00 4530 5006 CONSTRUCT EXIT (REMOV)(TY 1) M2 30.000 1,106.210 6.000 6,637.26 4535 5009 SANDBAGS FOR EROSION CONTROL EA 500.000 425.000 4.000 1,700.00 4540 5027 LANDSCAPE PAVERS M2 14,719.000 12,300.620 30.000 369,018.60 4545 5098 QUADGD SYS(REMOV)(760 MM)(TY CZ)(5 BAY) EA 5.000 2.000 900.000 1,800.00 4550 5098 QUADGD SYS (M&R)(760 MM)(TY CZ)(5 BAY) EA 2.000 2.000 2,000.000 4,000.00 4555 5098 QUADGD SYS(760 MM)(TY CZ)(5 BAY) EA 4.000 4.000 12,500.000 50,000.00 4560 5098 QUADGUARD SYS (915 MM)(TY A)(8 BAY) EA 4.000 4.000 15,500.000 62,000.00 4565 5098 QUADGUARD SYSTEM(760MM)(TY CZ)7 BAY EA 11.000 12.000 16,000.000 192,000.00 4570 5098 QUADGD SYS (REMOVE)(760MM)(TY CZ)7 BAY EA 14.000 4.000 900.000 3,600.00 4575 5098 QUADGD (MVE & REST)(760MM)(TY CZ)7 BAY EA 23.000 19.000 2,000.000 38,000.00 4576 9036*QUAD-GUARD REPAIRS C.O. 36 LS 75,000.000 188,285.960 1.000 188,285.96 4580 5119 SINGLE GDRAIL TERM (TY III) EA 14.000 12.000 1,850.000 22,200.00 4585 6023 PEDESTAL POLE ASSEM EA 5.000 5.000 400.000 2,000.00 4590 6184 LOOP DETECTOR (SC&C) EA 109.000 115.000 450.000 51,750.00 4595 6438 VIVDS CAMERA ASSEMBLY EA 6.000 6.000 2,700.000 16,200.00 1 4600 6438 VIVDS SET-UP SYSTEM EA 1.000 1.000 24,000.000 24,000.00 4605 6438 VIVDS COMMUNICATION CABLE (COAXIAL) M 443.000 1,235.260 16.000 19,764.16 4610 6463 DUCT BANK (SC&C) M 3,164.000 3,164.220 100.000 316,422.00 4615 6462 GROUND BOX (SC&C) EA 34.000 34.000 3,800.000 129,200.00 4616 9019*ADD.TRAFF CONTROL(WOODWARD BRG DEMO) LS 1.000 1.000 7,974.000 7,974.00 4617 9082*MOD. BRGSEAT(WBNB)BENT 5 LS 1.000 1.000 2,421.000 2,421.00 4620 9030*SWBT CONDUIT, SPACERS, BACKFILL LS 1.000 1.000 48,936.000 48,936.00 4621 9047*MISC. RWDY REPAIRS (C.O. 47) LS 1.000 121,035.160 1.000 121,035.16 4622 9048*REV. REINF. JBOX NO. 3 CO 48 LS 1.000 1.000 991.000 991.00 4623 9051*DESIGN CORRECTION WALL # 13 (CO. 51) LS 1.000 1.000 2,904.970 2,904.97 4624 9093*RET WALL (SHORT) WBFR LS 4,800.000 4,800.660 1.000 4,800.66 4625 9091*INLET (CYPRESS STORAGE) LS 1.000 1.000 6,214.000 6,214.00 4626 9092*DRAIN PARKINGLOT (CORE) LS 1.000 1.000 579.810 579.81 4627 9101*CLEAN UP (SNICKERS ROLL OVER) LS 337.000 336.510 1.000 336.51 4649 9080*DETOUR 1 REVISED(PAYMENT) C.O. # 80 LS 1.000 1.000 199,708.000 199,708.00 4650 9032*STEEL TINE BRIDGE SLAB CO # 32 M2 54,948.300 54,948.300 .323 17,748.30 4651 9055*POTHOLING @ EXISTING STORM SEWER IH 35 LS 2,581.290 2,552.340 1.000 2,552.34 4652 9056*CONNECT DRAIN TO INLET C.O. 56 `LS 1.000 1.000 412.650 412.65 4653 9065*PATCH CTB FROM STOCKPILE S/M LS 2,754.000 2,766.250 1.000 2,766.25 4654 9069*ASST. TXDOT W/LN CLOSURE FOR MILLING LS 1.000 1.000 303.000 303.00 4655 9073*SECURE CTB W/REBAR NBML LS 624.060 624.070 1.000 624.07 4656 9061*RET.WALL # 1 CONFLICT (S/SEW) LS 1.000 1.000 20,952.640 20,952.64 4657 9052*REV. TO STR. STEEL (CONSULTANTS) LS 1.000 1.000 9,881.360 9,881.36 4658 9076*SPAN CABLE(GALV)(6.35MM) M 1,525.000 1,525.000 4.460 6,801.50 4659 9080*CONC.SURF. TRMT(DETOUR # 1)(RE-WORK) LS 1.000 0.000 8,234.180 .00 4660 9087*FLD MOD STL BOX GIRDER HOLES LS 9,608.000 9,606.050 1.000 9,606.05 4661 9086*WBSB BENT/SHORING FTG. LS 1.000 1.000 12,739.720 12,739.72 4662 9083*SPL CLOSURE(RETWALL # 11) LS 1.000 1.000 28,100.960 28,100.96 4663 9085*DRAIN SWALES (WALL #3) LS 9,000.000 8,223.380 1.000 8,223.38 0 SUBTOTAL BID ITEMS $ 29,358,723.70 0 TOTAL AMOUNT WORK DONE ROADWAY ITEMS $ 29,358,723.70 0 4665 BRIDGES (12) NET LENGTH 0.322 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT 1 NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 4685 BR 10 4690 STR. NO. 142270001513453 4695 NB IH 35 MAINLANES OVER SH 71 4700 STA 75+486.081 TO 75+742.202 LENGTH= 256.121 M 4705 PRESTR. CONC. BEAM UNIT (33.943, 33.943, 37.647, 4710 37.647, 37.647, 37.647, 37.647) 4715 ROADWAY CLEAR WIDTH= 26.4 M 4720 TYPE U54 BEAMS AND TYPE T501F RAIL 0 4725 0416 DRILL SHAFT (450 MM) M 49.200 49.200 190.000 9,348.00 4730 0416 DRILL SHAFT (900 MM) M 294.900 294.900 260.000 76,674.00 4735 0416 DRILL SHAFT (1500 MM) M 347.700 347.700 530.000 184,281.00 4740 0420 CL C CONC (ABUT) M3 86.600 86.600 460.000 39,836.00 4745 0420 CL C CONC (BENT) M3 986.400 991.400 460.000 456,044.00 4750 0422 REINF CONC SLAB M2 6,300.500 6,300.500 80.000 504,040.00 4755 0425 PRESTR CONC U-BEAM (U54) M 1,519.956 1,519.956 410.000 623,181.96 4760 0428 CONC SURF TREAT M2 6,080.200 6,080.200 .600 3,648.12 4765 0444 SIGN & BRACKET EA 2.000 2.000 1,100.000 2,200.00 4770 0450 RAIL (TY T501F) M 512.240 0.000 160.000 .00 4771 9046*RAIL(T-501) ADJUSTED M 512.240 512.240 98.500 50,455.64 4775 0454 SEALED EXPANSION JOINTS (100 MM) M 101.100 101.100 255.000 25,780.50 4780 0471 GRATE & FRAME (BRIDGE) EA 1.000 1.000 3,800.000 3,800.00 4785 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 85,000.000 85,000.00 0 SUBTOTAL BID ITEMS $ 2,064,289.22 0 4805 BR 11 4810 STR. NO. 142270001513454 4815 SB IH 35 MAINLANES OVER SH 71 4820 STA 5+487.469 TO 5+743.590 LENGTH= 256.121 M 4825 PRESTR. CONC. BEAM UNIT (33.943, 33.943, 37.647, 4830 37.647, 37.647, 37.647, 37.647) 4835 ROADWAY CLEAR WIDTH= 26.4 M 4840 TYPE U54 BEAMS AND TYPE T501F RAIL 0 4845 0416 DRILL SHAFT (450 MM) M 26.000 25.900 190.000 4,921.00 4850 0416 DRILL SHAFT (900 MM) M 268.800 268.950 260.000 69,927.00 4855 0416 DRILL SHAFT (1500 MM) M 361.500 361.500 530.000 191,595.00 4860 0420 CL C CONC (ABUT) M3 88.000 88.000 460.000 40,480.00 4865 0420 CL C CONC (BENT) M3 1,021.500 1,021.600 460.000 469,936.00 4870 0422 REINF CONC SLAB M2 6,916.000 6,916.000 80.000 553,280.00 4875 0425 PRESTR CONC U-BEAM (U54) M 1,977.464 1,977.464 410.000 810,760.24 4880 0428 CONC SURF TREAT M2 6,608.600 6,608.600 .600 3,965.16 4885 0444 SIGN & BRACKET EA 1.000 1.000 1,100.000 1,100.00 4890 0450 RAIL (TY T501F) M 512.240 0.000 160.000 .00 4891 9046*RAILO (T-501) ADJUSTED M 512.240 512.240 98.500 50,455.64 1 4895 0454 SEALED EXPANSION JOINTS (100 MM) M 112.900 112.900 255.000 28,789.50 4900 0471 GRATE & FRAME (BRIDGE) EA 1.000 1.000 3,800.000 3,800.00 4905 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 85,000.000 85,000.00 4910 0514 PERM CONC TRAF BARRIER (TY 1) M 256.120 256.120 115.000 29,453.80 4911 9090*I 35 BRDG DEMO-LEAD PAINT REMOVAL LS 1.000 1.000 43,759.000 43,759.00 0 SUBTOTAL BID ITEMS $ 2,387,222.34 0 4930 BR 12 4935 STR. NO. 142270001513455 4940 NB IH 35 FRONTAGE RD. OVER SH 71 4945 STA 75+531.396 TO 75+608.092 LENGTH= 76.696 M 4950 PRESTR. CONC. BEAM UNIT (38.743, 37.953) 4955 ROADWAY CLEAR WIDTH= 16.8 M 4960 TYPE IV BEAMS AND TYPE T501F & C201F RAILS 0 4965 0416 DRILL SHAFT (900 MM) M 307.700 307.700 260.000 80,002.00 4970 0420 CL C CONC (ABUT) M3 53.400 53.400 460.000 24,564.00 4975 0420 CL C CONC (BENT) M3 44.900 44.900 460.000 20,654.00 4980 0422 REINF CONC SLAB M2 1,472.600 1,472.600 80.000 117,808.00 4985 0425 PRESTR CONC BEAM (TY IV) M 841.467 841.467 185.000 155,671.40 4990 0428 CONC SURF TREAT M2 1,278.400 1,278.400 .600 767.04 4995 0444 BRIDGE PROTECT ASSEM EA 1.000 1.000 1,000.000 1,000.00 5000 0450 RAIL (TY C201F) M 76.700 0.000 185.000 .00 5000 0450 ADJ EST QUANTITY TO DATE 0.000 5001 0450*RAIL (TY C201) M 76.700 76.700 174.000 13,345.80 5005 0450 RAIL (TY T501F) M 76.700 0.000 160.000 .00 5006 9046*RAIL (T-501) ADJUSTED M 76.700 76.700 98.500 7,554.95 5010 0454 SEALED EXPANSION JOINTS (100 MM) M 42.100 42.100 255.000 10,735.50 5015 0618 CONDUIT (PVC)(SCHD 40)(38 MM) M 307.000 307.000 15.000 4,605.00 0 SUBTOTAL BID ITEMS $ 436,707.69 0 5035 BR 13 5040 STR. NO. 142270001513456 5045 SB IH 35 FRONTAGE RD. OVER SH 71 5050 STA 75+576.092 TO 75+647.016 LENGTH= 70.924 M 5055 PRESTR. CONC. BEAM UNIT (35.753, 35.171) 5060 ROADWAY CLEAR WIDTH= 15.9 M 5065 TYPE IV BEAMS AND TYPE T501F & C201F RAILS 0 5070 0416 DRILL SHAFT (900 MM) M 190.100 190.100 260.000 49,426.00 5075 0420 CL C CONC (ABUT) M3 41.200 41.200 460.000 18,952.00 5080 0420 CL C CONC (BENT) M3 33.200 33.200 460.000 15,272.00 5085 0422 REINF CONC SLAB M2 1,127.700 1,127.700 80.000 90,216.00 5090 0425 PRESTR CONC BEAM (TY IV) M 495.068 495.068 185.000 91,587.58 1 5095 0428 CONC SURF TREAT M2 948.100 948.100 .600 568.86 5100 0444 BRIDGE PROTECT ASSEM EA 1.000 1.000 1,000.000 1,000.00 5105 0450 RAIL (TY C201F) M 70.920 0.000 185.000 .00 5105 0450 ADJ EST QUANTITY TO DATE 0.000 5106 0450*RAIL (TY C201) M 70.920 70.920 174.000 12,340.08 5110 0450 RAIL (TY T501F) M 70.920 0.000 160.000 .00 5111 9046*RAIL (T-501) ADJUSTED M 70.920 61.970 98.500 6,104.05 5115 0454 SEALED EXPANSION JOINTS (100 MM) M 32.200 32.200 255.000 8,211.00 5120 0618 CONDUIT (PVC)(SCHD 40)(38 MM) M 284.000 284.000 15.000 4,260.00 0 SUBTOTAL BID ITEMS $ 297,937.57 0 5140 BR 14 5145 STR. NO. 142270001513458 5150 NBML IH 35 OVER WILLIAMSON CREEK 5155 STA 77+492.250 TO 77+558.250 LENGTH= 66.000 M 5160 PRESTR. CONC. BEAM UNIT (22.000, 22.000, 22.000) 5165 ROADWAY CLEAR WIDTH= 22.2 M 5170 TYPE C BEAMS AND TYPE T501F RAIL 0 5175 0416 DRILL SHAFT (750 MM) M 98.100 98.100 280.000 27,468.00 5180 0420 CL C CONC (ABUT) M3 46.200 46.200 460.000 21,252.00 5185 0420 CL C CONC (BENT) M3 53.400 53.460 460.000 24,591.60 5190 0422 REINF CONC SLAB M2 1,488.500 1,488.500 80.000 119,080.00 5195 0425 PRESTR CONC BEAM (TY C) M 656.765 656.765 185.000 121,501.53 5200 0428 CONC SURF TREAT M2 1,460.100 1,460.100 .600 876.06 5205 0450 RAIL (TY T501F) M 66.010 0.000 160.000 .00 5206 9046*RAIL (T-501) ADJUSTED M 66.010 66.010 98.500 6,501.99 5207 9103*RMV LEAD PAINTED BEAMS C.O. 103 LS 1.000 1.000 6,120.000 6,120.00 5210 0454 SEALED EXPANSION JOINTS (100 MM) M 46.600 46.600 255.000 11,883.00 5215 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 85,000.000 85,000.00 0 SUBTOTAL BID ITEMS $ 424,274.18 0 5235 BR 15 5240 STR. NO. 142270001513457 5245 SBML IH 35 OVER WILLIAMSON CREEK 5250 STA 77+492.250 TO 77+558.250 LENGTH= 66.000 M 5255 PRESTR. CONC. BEAM UNIT (22.000, 22.000, 22.000) 5260 ROADWAY CLEAR WIDTH= 29.4 M 5265 TYPE C BEAMS AND TYPE T501F RAIL 0 5270 0416 DRILL SHAFT (750 MM) M 151.900 151.900 280.000 42,532.00 5275 0420 CL C CONC (ABUT) M3 61.600 64.400 460.000 29,624.00 5280 0420 CL C CONC (BENT) M3 79.800 78.940 460.000 36,312.40 5285 0422 REINF CONC SLAB M2 2,043.700 2,043.700 80.000 163,496.00 5290 0425 PRESTR CONC BEAM (TY C) M 985.095 985.095 185.000 182,242.58 1 5295 0428 CONC SURF TREAT M2 1,925.600 1,925.600 .600 1,155.36 5300 0450 RAIL (TY T501F) M 66.000 0.000 160.000 .00 5301 9046*RAIL (T-501) ADJUSTED M 66.000 66.000 98.500 6,501.00 5305 0454 SEALED EXPANSION JOINTS (100 MM) M 61.900 61.900 255.000 15,784.50 5310 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 85,000.000 85,000.00 5311 9107*REMOV WINGWALL AT WILLYS CREEK LS 1.000 1.000 182.000 182.00 5315 0514 PERM CONC TRAF BARRIER (TY 1) M 132.000 132.000 115.000 15,180.00 0 SUBTOTAL BID ITEMS $ 578,009.84 0 5335 BR 16 5340 STR. NO. 142270001513459 5345 WOODWARD ST. OVER IH 35 5350 STA 0+970.768 TO 1+033.825 LENGTH= 62.870 M 5355 PRESTR. CONC. BEAM UNIT (29.503, 33.367) 5360 ROADWAY CLEAR WIDTH= 22.8 M 5365 TYPE U40 BEAMS AND TYPE C201F RAIL 0 5370 0416 DRILL SHAFT (900 MM) M 225.900 225.900 260.000 58,734.00 5375 0420 CL C CONC (ABUT) M3 64.800 64.800 460.000 29,808.00 5380 0420 CL C CONC (BENT) M3 46.400 46.400 460.000 21,344.00 5385 0422 REINF CONC SLAB M2 1,697.500 1,697.500 80.000 135,800.00 5390 0425 PRESTR CONC U-BEAM (U40) M 629.632 629.632 410.000 258,149.12 5395 0428 CONC SURF TREAT M2 1,667.300 1,667.300 .600 1,000.38 5400 0444 SIGN & BRACKET EA 2.000 2.000 1,100.000 2,200.00 5405 0450 RAIL (TY C201F) M 125.740 125.740 185.000 23,261.90 5410 0454 SEALED EXPANSION JOINTS (100 MM) M 47.800 47.800 255.000 12,189.00 5415 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 85,000.000 85,000.00 5420 0618 CONDUIT (PVC)(SCHD 40)(75 MM) M 189.000 189.000 19.000 3,591.00 5425 0618 CONDUIT (PVC)(SCHD 40)(100 MM) M 1,006.000 1,006.000 21.000 21,126.00 0 SUBTOTAL BID ITEMS $ 652,203.40 0 5445 BR 17 5450 STR. NO. 142270001513460 5455 CONNECTION SBWB 5460 STA 30+506.580 TO 31+335.300 LENGTH= 828.720 M 5465 PRESTR. CONC. BEAM UNIT (33.000, 33.000, 33.000, 5470 27.100, 27.100, 27.100, 27.100, 27.100, 27.100, 5475 29.310, 30.080, 35.000, 35.000, 35.000, 35.000, 5480 34.940, 35.000, 35.000, 35.000, 35.000, 35.000) 5485 STEEL TRAPEZOIDAL BOX GIRDER UNIT (48.310, 60.000, 5490 49.460) 5495 ROADWAY CLEAR WIDTH= 7.8 M TO 10.8 M 5500 TYPE U54 BEAMS AND STRUCTURAL STEEL TRAPEZOIDAL 1 5505 BEAMS AND TYPE T501F RAIL 0 5510 0416 DRILL SHAFT (900 MM) M 96.600 96.600 260.000 25,116.00 5515 0416 DRILL SHAFT (1200 MM) M 213.200 226.200 440.000 99,528.00 5520 0416 DRILL SHAFT (1350 MM) M 584.400 594.960 480.000 285,580.80 5525 0420 CL C CONC (ABUT) M3 25.400 25.400 460.000 11,684.00 5530 0420 CL C CONC (BENT) M3 1,395.900 1,395.900 460.000 642,114.00 5535 0420 CL C CONC (FOOTING) M3 385.200 385.200 420.000 161,784.00 5540 0422 REINF CONC SLAB M2 8,904.700 8,904.700 80.000 712,376.00 5545 0425 PRESTR CONC U-BEAM (U54) M 1,804.601 1,804.601 410.000 739,886.41 5550 0428 CONC SURF TREAT M2 8,190.200 8,190.300 .600 4,914.18 5555 0435 ELASTOMERIC BEAR (EE 2) EA 3.000 3.000 1,250.000 3,750.00 5560 0435 ELASTOMERIC BEAR (EE 1) EA 2.000 2.000 1,250.000 2,500.00 5565 0435 ELASTOMERIC BEAR (IE 1) EA 2.000 2.000 1,800.000 3,600.00 5570 0435 ELASTOMERIC BEAR (IF 4) EA 2.000 2.000 2,650.000 5,300.00 5575 0442 STRUCT STL-HS KG 626,186.000 626,186.000 2.900 1,815,939.40 5580 0444 SIGN & BRACKET EA 1.000 1.000 1,100.000 1,100.00 5585 0450 RAIL (TY T501F) M 1,661.750 0.000 160.000 .00 5586 9046*RAIL (T-501) ADJUSTED M 1,661.750 1,661.750 98.500 163,682.38 5590 0454 SEALED EXPANSION JOINTS (100 MM) M 95.200 79.800 255.000 20,349.00 5590 0454 ADJ EST QUANTITY TO DATE 87.500 5591 0454*SEALED EXPAN JTS (125 MM) M 15.400 15.400 255.000 3,927.00 5595 0471 GRATE & FRAME (BRIDGE) EA 12.000 12.000 3,800.000 45,600.00 5600 0512 PORT CONC TRAF BAR (FURN & INSTL) M 50.000 54.840 30.000 1,645.20 5605 5098 QUADGD SYS(915 MM)(TY D)(4 BAY) EA 1.000 1.000 9,500.000 9,500.00 0 SUBTOTAL BID ITEMS $ 4,759,876.37 0 5625 BR 18 5630 STR. NO. 142270001513461 5635 CONNECTION SBEB 5640 STA 40+050.290 TO 40+365.135 LENGTH= 314.845 M 5645 STEEL TRAPEZOIDAL BOX GIRDER UNIT (73.980, 5650 49.383, 44.000, 64.362, 52.120) 5655 PRESTR. CONC. BEAM UNIT (31.000) 5660 ROADWAY CLEAR WIDTH= 7.8 M 5665 TYPE U54 BEAMS AND STRUCTURAL STEEL TRAPEZOIDAL 5670 BEAMS AND TYPE T501F RAIL 0 5675 0416 DRILL SHAFT (1200 MM) M 222.400 222.400 440.000 97,856.00 5680 0416 DRILL SHAFT (1350 MM) M 16.000 16.000 480.000 7,680.00 5685 0420 CL C CONC (BENT) M3 327.600 326.400 460.000 150,144.00 5690 0420 CL C CONC (FOOTING) M3 163.200 164.100 420.000 68,922.00 5695 0422 REINF CONC SLAB M2 2,621.100 2,621.100 80.000 209,688.00 5700 0425 PRESTR CONC U-BEAM (U54) M 57.711 57.711 410.000 23,661.51 5705 0428 CONC SURF TREAT M2 2,352.500 2,352.500 .600 1,411.50 5710 0435 ELASTOMERIC BEAR (EE 1) EA 2.000 2.000 1,250.000 2,500.00 5715 0435 ELASTOMERIC BEAR (EE 2) EA 4.000 4.000 1,250.000 5,000.00 1 5720 0435 ELASTOMERIC BEAR (IE 2) EA 4.000 4.000 2,150.000 8,600.00 5725 0435 ELASTOMERIC BEAR (IF 2) EA 2.000 2.000 2,050.000 4,100.00 5730 0442 STRUCT STL-HS KG 827,224.000 827,224.000 2.900 2,398,949.60 5731 0442*STR STL (FINGER JOINT) KG 3,071.000 3,071.000 10.220 31,385.62 5735 0450 RAIL (TY T501F) M 624.600 0.000 160.000 .00 5736 9046*RAIL (T-501) ADJUSTED M 624.600 624.600 98.500 61,523.10 5740 0454 SEALED EXPANSION JOINTS (100 MM) M 7.700 0.000 255.000 .00 5745 0454 SEALED EXPAN JTS (125 MM) M 7.700 7.700 255.000 1,963.50 0 SUBTOTAL BID ITEMS $ 3,073,384.83 0 5765 BR 19 5770 STR. NO. 142270001513462 5775 CONNECTION NBEB 5780 STA 81+049.260 TO 81+315.830 LENGTH= 266.570 M 5785 PRESTR. CONC. BEAM UNIT (28.570, 28.000, 28.000, 5790 28.000, 28.000, 35.000, 35.000, 28.000, 28.000), 5795 ROADWAY CLEAR WIDTH= 10.8 M 5800 TYPE U54 BEAM AND TYPE T501F RAIL 0 5805 0416 DRILL SHAFT (900 MM) M 33.300 68.670 260.000 17,854.20 5810 0416 DRILL SHAFT (1350 MM) M 254.800 312.600 480.000 150,048.00 5815 0420 CL C CONC (ABUT) M3 12.600 12.600 460.000 5,796.00 5820 0420 CL C CONC (BENT) M3 615.000 615.400 460.000 283,084.00 5821 9095*MOD STL (BENT CAP #15) LS 1,935.000 1,935.070 1.000 1,935.07 5825 0420 CL C CONC (FOOTING) M3 129.600 129.600 420.000 54,432.00 5830 0422 REINF CONC SLAB M2 3,209.400 3,209.400 80.000 256,752.00 5835 0425 PRESTR CONC U-BEAM (U54) M 792.746 792.746 410.000 325,025.86 5840 0428 CONC SURF TREAT M2 2,979.700 2,979.700 .600 1,787.82 5845 0444 SIGN & BRACKET EA 1.000 1.000 1,100.000 1,100.00 5850 0450 RAIL (TY T501F) M 534.020 0.000 160.000 .00 5851 9046*RAIL (T-501) ADJUSTED M 534.020 534.020 98.500 52,600.97 5855 0454 SEALED EXPANSION JOINTS (100 MM) M 47.900 47.900 255.000 12,214.50 5860 0471 GRATE & FRAME (BRIDGE) EA 6.000 6.000 3,800.000 22,800.00 5865 0512 PORT CONC TRAF BAR (FURN & INSTL) M 50.000 54.840 30.000 1,645.20 0 SUBTOTAL BID ITEMS $ 1,187,075.62 0 5885 BR 20 5890 CONNECTION NBWB (PHASE 3 FOUNDATION WORK) 0 5895 0416 DRILL SHAFT (1200 MM) M 89.600 89.370 440.000 39,322.80 5900 0416 DRILL SHAFT (1350 MM) M 51.300 51.300 480.000 24,624.00 5905 0420 CL D CONC (COVER) M3 11.400 12.710 750.000 9,532.50 5910 0420 CL C CONC (FOOTING) M3 446.500 446.450 420.000 187,509.00 5911 0420*CL C CONC (BENT) M3 12.860 12.860 460.000 5,915.60 5912 9128*HAUL ORMS & INSTALL FD BARS CO 128 LS 1.000 1.000 4,365.640 4,365.64 1 SUBTOTAL BID ITEMS $ 271,269.54 0 5930 BR 21 5935 CONNECTION NBEB (PHASE 3 FOUNDATION WORK) 0 5940 0416 DRILL SHAFT (900 MM) M 64.200 64.200 260.000 16,692.00 5945 0416 DRILL SHAFT (1200 MM) M 223.200 209.600 440.000 92,224.00 5950 0416 DRILL SHAFT (1350 MM) M 251.200 234.300 480.000 112,464.00 5955 0420 CL C CONC (ABUT) M3 12.700 12.700 460.000 5,842.00 5960 0420 CL C CONC (FOOTING) M3 146.400 146.600 420.000 61,572.00 5965 0420 CL D CONC (COVER) M3 10.600 10.600 750.000 7,950.00 5970 0420 CL C CONC (BENT) M3 20.500 20.500 460.000 9,430.00 9000 9156*C.O.156 DISPUTE RESOLUTION LS 1.000 1.000 1,170,591.000 1,170,591.00 0 SUBTOTAL BID ITEMS $ 1,476,765.00 0 MATERIAL ON HAND 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY % INV UNIT PRICE AMOUNT NO. PRICE ALLOWED($) ($) 0 9999 799 M.O.H. LS 0.000 100 1.000 .00 0 TOTAL AMOUNT WORK DONE BRIDGES (12) $ 17,609,015.60 0 TOTAL AMOUNT WORK DONE CONTROL 0015-13-256 $ 46,967,739.30 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1 MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 8993001 MGR.NO. 056 PAGE 001 CONT 0113 SEC 13 JOB 116,ETC RES ENGR DONALD NYLAND PROJ NH 99(300),ETC HWY US 290,ETC 2499A S.CAPITAL OF TX HWY CNTY TRAVIS DIST 14 CONTRACT PRICE $ 87,827,455.17 REPORT DATE 06/13/2008 13.29.47 CONTRACTOR J.D. ABRAMS, L.P. 9821 EST PERIOD JAN 31,2000 TO AUG 16,2006 EST NO 088 & FINAL 0 ************************************************************************************************************************************- LIMITS - 0.321 KM E OF S CONGRESS WEST 0 OF BURLESON RD. DATE WORK BEGAN JAN 31, 2000 WORKING DAYS USED 1193 PERCENT COMPLETE 100.00 PERCENT TIME USED 98.10 DATE COMPLETED AUG 16 2006 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 0015-13-256 BR 99(296) 14 IH 35 TRAVIS 0113-13-116 NH 99(300) 14 US 290 TRAVIS STOCK ACCT 0014-1-0399 14 TRAVIS - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) - 0100 PREP ROW KM 6.230 6.230 200,000.000 1,246,000.00 0104 REMOV CONC (MISC) M2 1.700 1.700 100.000 170.00 0106 OBLITERATE ABND ROAD KM 0.300 .300 45,000.000 13,500.00 0110 EXCAVATION (RDWY) M3 772,568.300 772,696.690 5.600 4,327,101.46 0132 EMBANK (ORD COMP)(TY B)(CL 3) M3 230,182.500 230,182.500 4.800 1,104,876.00 0132 EMBANK (ORD COMP)(TY C)(CL 3) M3 3,065.000 1,550.980 7.000 10,856.86 0160 FURN AND PLAC TPSL (CL 2)(100 MM) M2 132,687.000 153,202.410 1.300 199,163.13 0160 FURN AND PLAC TPSL (CL 2)(760 MM) M2 20,212.000 21,987.290 8.000 175,898.32 0164 CELL FIB SEED (TEMP)(WARM) M2 34,028.000 31,097.820 .200 6,219.56 0164 CELL FIB SEED (TEMP)(COOL) M2 34,028.000 21,192.720 .200 4,238.54 0164 CELL FIB SEED (PERM)(URBAN)(CLAY) M2 132,687.000 155,862.390 .200 31,172.47 0168 VEGETATIVE WATERING KL 19,537.000 16,273.520 4.650 75,671.87 0169 SOIL RET BLNKT (CL 1)(TY A) M2 5,800.000 3,128.260 1.200 3,753.91 0169 SOIL RET BLNKT (CL 1)(TY C) M2 59,770.000 78,083.150 1.200 93,699.78 0169 SOIL RET BLNKT (CL 2)(TY F) M2 2,317.000 879.600 2.000 1,759.20 0170 IRRIGATION SYSTEM LS 1.000 1.000 156,000.000 156,000.00 0180 WILDFLOWER SEEDING HA 0.650 .700 4,850.000 3,395.00 1 0192 LANTANA (CTR NM 1) EA 949.000 1,041.000 6.000 6,246.00 0192 MUHLY GRASS (CTR NM 1) EA 7,620.000 8,210.000 5.000 41,050.00 0192 ROSEMARY (CTR NM 1) EA 560.000 560.000 9.000 5,040.00 0192 TURKS CAP (CTR NM 1) EA 2,969.000 3,769.000 7.000 26,383.00 0192 ABELIA (CTR NM 5) EA 334.000 334.000 18.000 6,012.00 0192 DWARF YAUPON (CTR NM 5) EA 975.000 975.000 18.000 17,550.00 0192 QUINCE (CTR NM 5) EA 930.000 943.000 18.000 16,974.00 0192 RED FLOWERING YUCCA (CTR NM 5) EA 821.000 831.000 18.000 14,958.00 0192 SAGE (CTR NM 5) EA 490.000 604.000 20.000 12,080.00 0192 BALD CYPRESS (MIN 75 MM CAL)(B&B) EA 74.000 74.000 325.000 24,050.00 0192 CEDAR ELM (MIN 75 MM CAL)(B&B) EA 23.000 23.000 325.000 7,475.00 0192 CHINESE PISTACHE (MIN 75 MM CAL)(B&B) EA 25.000 25.000 325.000 8,125.00 0192 LIVE OAK (MIN 75 MM CAL)(B&B) EA 39.000 39.000 325.000 12,675.00 0192 CRAPEMYRTLE (3.0-3.7 M HT)(CNTR) EA 93.000 93.000 210.000 19,530.00 0192 WAXMYRTLE (MIN 2.4 M HT) EA 110.000 115.000 200.000 23,000.00 0192 YAUPON (MIN 2.4 M HT)(B&B) EA 89.000 95.000 210.000 19,950.00 0192 MEXICAN PLUM (MIN 65MM CAL) EA 87.000 87.000 250.000 21,750.00 0192 TEXAS PISTACHIO (CTR NM 5) EA 7.000 7.000 27.000 189.00 0192 LITTLE BLUESTEM (CTR NM 1) EA 211.000 43.000 9.000 387.00 0192 FLAMELEAF SUMAC (CTR NM 5) EA 21.000 21.000 30.000 630.00 0192 EASTERN GAMA GRASS (CTR NM 1) EA 109.000 94.000 9.000 846.00 0192 HAMELIN GRASS (CNTR NM1) EA 1,510.000 1,510.000 9.000 13,590.00 0192 MISCANTHUS GRASS (CTR NM 1) EA 585.000 595.000 9.000 5,355.00 0192 DWARF WAX MYRTLE (CTR NM 5) EA 341.000 412.000 20.000 8,240.00 0192 EVERGREEN SUMAC (CTR NM 5) EA 70.000 70.000 25.000 1,750.00 0192 PRIMROSE JASMINE (CTR NM 5) EA 332.000 332.000 20.000 6,640.00 0192 POSSUMHAW HOLLY (CTR NM 5) EA 47.000 47.000 20.000 940.00 0192 OKLAHOMA REDBUD (MIN 3.0 M HT)(B&B) EA 86.000 83.000 200.000 16,600.00 0260 LIME TREAT SUBGR (OC)(150 MM) M2 318,857.000 282,426.110 1.450 409,517.86 0260 LIME (TY A)(SLURRY) MGR 5,385.000 5,108.660 75.000 383,149.50 0310 ASPH MATL (AE-P) L 3,800.000 1,400.600 .300 420.18 0340 ASPH CONC (TY A) MGR 113,782.000 165,609.690 33.000 5,465,119.77 0340 ASPH CONC (TY B) MGR 18,988.000 40,457.370 33.000 1,335,093.21 0340 ASPH CONC (TY C) MGR 39,042.000 40,369.290 35.000 1,412,925.15 0354 PLANE ASPH CONC PAV (0 - 90 MM) M2 14,767.000 1,419.390 1.000 1,419.39 0360 CONC PAV (CONT REINF HY STL)(325 MM) M2 96,027.000 100,802.420 20.800 2,096,690.34 0360 CONC PAV (CONT REINF HY STL)(350 MM) M2 147,433.000 151,630.490 21.800 3,305,544.68 0402 TRENCH EXCAV PROTECTION M 13,626.380 14,760.430 10.000 147,604.30 0403 TEMPORARY SPL SHORING M2 2,114.350 2,114.350 320.000 676,592.00 1 0416 DRILL SHAFT (450 MM) M 75.200 75.100 190.000 14,269.00 0416 DRILL SHAFT (600 MM) M 50.170 41.600 270.000 11,232.00 0416 DRILL SHAFT (750 MM) M 250.000 250.000 280.000 70,000.00 0416 DRILL SHAFT (900 MM) M 2,394.000 2,433.050 260.000 632,593.00 0416 DRILL SHAFT (1200 MM) M 1,108.500 1,113.250 440.000 489,830.00 0416 DRILL SHAFT (1350 MM) M 2,520.100 2,756.030 480.000 1,322,894.40 0416 ADJ EST QUANTITY TO DATE 157.200 0416 DRILL SHAFT (1500 MM) M 836.600 709.200 530.000 375,876.00 0416 DRILL SHAFT (SIGN MTS)(750 MM) M 96.800 151.530 300.000 45,459.00 0416 DRILL SHAFT (SIGN MTS)(1050 MM) M 29.000 29.000 650.000 18,850.00 0416 DRILL SHAFT (SIGN MTS)(1200 MM) M 11.000 28.480 820.000 23,353.60 0416 DRILL SHAFT (HIGH MAST POLE)(1500 MM) M 186.100 184.600 825.000 152,295.00 0416 DRILL SHAFT (NON-REINF)(300 MM) M 22.050 26.980 215.000 5,800.70 0420 CL C CONC (CULV) M3 0.900 .683 750.000 512.25 0420 CL C CONC (MISC) M3 7.100 23.130 750.000 17,347.50 0420 CL C CONC (ABUT) M3 680.700 683.500 460.000 314,410.00 0420 CL C CONC (BENT) M3 8,751.300 8,449.290 460.000 3,886,673.40 0420 CL C CONC (FOOTING) M3 2,324.900 2,310.950 420.000 970,599.00 0420 ADJ EST QUANTITY TO DATE 295.200 0420 CL F CONC (BENT) M3 134.400 234.900 460.000 108,054.00 0420 CL D CONC (COVER) M3 47.700 48.610 750.000 36,457.50 0420 ADJ EST QUANTITY TO DATE 23.700 0422 REINF CONC SLAB M2 54,948.300 54,948.300 80.000 4,395,864.00 0423 RETAINING WALL (TEMP) M2 4,428.000 5,176.930 210.000 1,087,155.30 0423 RETAINING WALL (TIEBACK) M2 14,152.950 14,102.850 430.000 6,064,225.50 0423 RETAIN WALL (CANTILEVER)(DRILL SHAFT) M2 4,514.740 4,564.840 525.000 2,396,541.00 0425 PRESTR CONC BEAM (TY C) M 1,641.860 1,641.860 185.000 303,744.11 0425 PRESTR CONC BEAM (TY IV) M 2,942.859 2,942.855 185.000 544,428.18 0425 PRESTR CONC U-BEAM (U40) M 629.632 629.632 410.000 258,149.12 0425 PRESTR CONC U-BEAM (U54) M 9,372.166 9,372.166 410.000 3,842,588.06 0428 CONC SURF TREAT M2 51,111.000 51,111.100 .600 30,666.66 0432 RIPRAP (CONC)(CL B) M3 2,790.230 3,776.650 290.000 1,095,228.50 0432 RIPRAP (STONE)(COMMON)(DRY) M3 5.700 23.280 250.000 5,820.00 0435 ELASTOMERIC BEAR (IE 1) EA 4.000 4.000 1,800.000 7,200.00 0435 ELASTOMERIC BEAR (IE 2) EA 4.000 4.000 2,150.000 8,600.00 0435 ELASTOMERIC BEAR (IF 1) EA 2.000 2.000 2,050.000 4,100.00 0435 ELASTOMERIC BEAR (IF 2) EA 2.000 2.000 2,050.000 4,100.00 0435 ELASTOMERIC BEAR (IF 3) EA 2.000 2.000 2,500.000 5,000.00 0435 ELASTOMERIC BEAR (IF 4) EA 2.000 2.000 2,650.000 5,300.00 0435 ELASTOMERIC BEAR (EE 1) EA 8.000 8.000 1,250.000 10,000.00 0435 ELASTOMERIC BEAR (EE 2) EA 7.000 7.000 1,250.000 8,750.00 0435 ELASTOMERIC BEAR (EE 3) EA 4.000 4.000 1,450.000 5,800.00 0442 STRUCT STL-HS KG 2,258,958.000 2,258,958.000 2.900 6,550,978.20 0442 STR STL (WF TERM ANCH) KG 64,182.000 64,182.000 1.350 86,645.70 0444 BRIDGE PROTECT ASSEM EA 6.000 6.000 1,000.000 6,000.00 1 0444 SIGN & BRACKET EA 10.000 10.000 1,100.000 11,000.00 0450 RAIL (TY T501)(MOD) M 1,648.100 1,656.380 125.000 207,047.50 0450 RAIL (TY C201F) M 400.220 125.740 185.000 23,261.90 0450 RAIL (TY T501F) M 17,414.090 382.580 160.000 61,212.80 0450 RAIL (TY T201F)(MOD)(W/TRF) M 195.160 21.520 230.000 4,949.60 0450 RAIL (TY 501)(W/TRF) M 386.100 391.260 155.000 60,645.30 0454 SEALED EXPANSION JOINTS (100 MM) M 878.400 847.600 255.000 216,138.00 0454 ADJ EST QUANTITY TO DATE 102.900 0454 SEALED EXPAN JTS (125 MM) M 15.400 23.100 255.000 5,890.50 0454 ADJ EST QUANTITY TO DATE 15.400 0462 CONC BOX CULV (1800 MM X 900 MM) M 203.850 203.850 800.000 163,080.00 0464 RC PIPE (D-LOAD) (450 MM) M 6,397.950 6,498.850 110.000 714,873.50 0464 RC PIPE (D-LOAD) (525 MM) M 747.130 694.090 150.000 104,113.50 0464 RC PIPE (D-LOAD) (600 MM) M 1,327.060 2,358.310 180.000 424,495.80 0464 ADJ EST QUANTITY TO DATE 570.000 0464 RC PIPE (D-LOAD) (675 MM) M 703.020 618.730 190.000 117,558.70 0464 RC PIPE (D-LOAD) (750 MM) M 1,069.370 865.150 200.000 173,030.00 0464 RC PIPE (D-LOAD) (900 MM) M 268.940 813.710 260.000 211,564.60 0464 RC PIPE (D-LOAD)(1050 MM) M 65.250 46.270 280.000 12,955.60 0464 RC PIPE (D-LOAD)(1200 MM) M 123.120 219.760 290.000 63,730.40 0464 RC PIPE (SEWER)(CL IV) (450 MM) M 585.600 615.700 100.000 61,570.00 0464 RC PIPE (SEWER)(CL IV) (600 MM) M 498.600 498.600 150.000 74,790.00 0464 RC PIPE (SEWER)(CL IV) (750 MM) M 1.200 1.200 400.000 480.00 0464 RC PIPE (CL III)(450 MM)(RISER) M 71.910 83.260 180.000 14,986.80 0464 RC PIPE (CL III)(600 MM)(RISER) M 14.150 12.080 240.000 2,899.20 0464 RC PIPE (SEWER)(CL IV)(300 MM) M 32.300 44.510 100.000 4,451.00 0464 RC PIPE (SEWER)(CL IV)(700 MM) M 37.100 15.860 180.000 2,854.80 0465 INLET (COMP)(TY S) EA 1.000 1.000 2,500.000 2,500.00 0465 MANH (COMPL)(JCT BOX)(TY M) EA 87.000 96.000 2,800.000 268,800.00 0465 INLET (COMPL)(TY-AAD) EA 54.000 52.000 3,200.000 166,400.00 0465 INLET (COMPL)(DROP)(TY I) EA 54.000 61.000 2,500.000 152,500.00 0465 MANH (COMPL)(JCT BOX)(SPL) EA 1.000 1.000 50,000.000 50,000.00 0465 INLET (COMPL)(TY E)(3200 MM) EA 30.000 26.000 4,000.000 104,000.00 0465 INLET (COMPL)(TY E)(4700 MM) EA 32.000 53.000 5,500.000 291,500.00 0465 INLET (COMPL)(TY IIR)(3.2 M) EA 54.000 66.000 4,000.000 264,000.00 0465 INLET (COMPL)(TY IIR)(4.7 M) EA 18.000 20.000 6,000.000 120,000.00 0465 INLET (COMPL)(GRATE)(DRWY)(DRN) EA 7.000 15.000 5,500.000 82,500.00 0465 MANH (COMPL)(JCT BOX)(SPL)(LARGE) EA 3.000 3.000 12,000.000 36,000.00 0466 HEADWALL (CH-11B-45 DEG)(H= 750 MM) EA 1.000 1.000 1,800.000 1,800.00 1 0466 HEADWALL (TY 508-14)(COA)(H= 750 MM) EA 1.000 1.000 2,000.000 2,000.00 0471 GRATE & FRAME (BRIDGE) EA 44.000 44.000 3,800.000 167,200.00 0474 SLOTTED DRAIN (450 MM) M 53.310 45.280 160.000 7,244.80 0474 SLOTTED DRAIN OUTFALL (450 MM) M 9.860 8.750 100.000 875.00 0479 ADJ INLETS EA 17.000 27.000 850.000 22,950.00 0481 PVC PIPE (SCH 40)(200 MM) M 872.000 1,059.450 60.000 63,567.00 0496 REMOV OLD STR (LARGE) EA 6.000 6.000 85,000.000 510,000.00 0496 REMOV OLD STR (SMALL) EA 93.000 102.000 400.000 40,800.00 0496 REMOV OLD STR (PIPE) M 3,152.400 2,577.570 40.000 103,102.80 0500 MOBILIZATION LS 1.000 1.000 8,000,000.000 8,000,000.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 54.000 72.000 9,000.000 648,000.00 0508 CONSTRUCT DETOURS (CL 1) KM 8.435 8.921 120,000.000 1,070,520.00 0512 PORT CONC TRAF BAR (FURN & INSTL) M 12,231.400 7,842.750 30.000 235,282.50 0512 PORT CONC TRAF BAR(STKPL,INSTL & RETRN) M 1,317.000 1,460.890 20.000 29,217.80 0512 PORT CONC TRAF BAR (MOVE & RESET) M 14,771.000 23,444.420 10.000 234,444.20 0512 PORT CONC TRAF BAR (REMOVE) M 13,016.000 12,284.630 5.000 61,423.15 0512 PORT CONC TRF BAR LOW PRF(TY I)(TY E) M 213.000 402.420 100.000 40,242.00 0512 PORT CONC TRF BAR LOW PRF(TY II)(TY E) M 6.000 30.400 100.000 3,040.00 0512 PORT CTB LOW PRF (MOVE & RESET)(TY I) M 80.000 561.030 9.000 5,049.27 0512 PORT CTB LOW PRF (MOVE & RESET)(TYII) M 12.000 103.660 9.000 932.94 0512 PORT CONC TRF BAR LOW PRF (TY I) REMV M 293.000 402.420 7.000 2,816.94 0512 PORT CONC TRF BAR LOW PRF (TY II) RMV M 18.000 30.400 7.000 212.80 0512 PORT CONC TRAF BARRIER (TY 2)(TY A) M 1,657.300 1,768.630 95.000 168,019.85 0514 PERM CONC TRAF BARRIER (TY 2) M 3,679.120 3,666.500 105.000 384,982.50 0514 PERM CONC TRAF BARRIER (TY 3)(MOD) M 234.060 313.380 250.000 78,345.00 0514 PERM CONC TRAF BARRIER (TY 2)(MOD) M 531.830 549.620 220.000 120,916.40 0514 PERM CONC TRAF BARRIER (TY 1) M 388.120 388.120 115.000 44,633.80 0514 PERM CONC TRAF BARRIER (TY 3) M 252.500 239.470 215.000 51,486.05 0529 CONC CURB & GUTTER (TY I) M 1,796.500 1,877.100 23.000 43,173.30 0529 CONC CURB (TY I) (MONO) M 195.900 142.990 13.500 1,930.37 0529 CONC CURB AND GUTTER (TY II)(MOD) M 12,684.300 12,537.930 25.500 319,717.22 0530 DRVWYS (CONC)(150 MM) M2 4,679.000 2,218.700 36.000 79,873.20 1 0531 CONCRETE SIDEWALKS M2 4,422.000 5,980.190 22.000 131,564.18 0531 CONC SIDEWALK (WHEELCHAIR RAMP) EA 51.000 52.000 225.000 11,700.00 0540 TERM ANCHOR SECT (2.67 MM) EA 6.000 15.000 300.000 4,500.00 0540 MTL BEAM GD FEN (TIM POST)(2.67 MM) M 697.040 30.480 42.000 1,280.16 0540 MTL BM GD FEN (BLK OUT)TIM POST 2.67 MM M 424.800 68.580 44.000 3,017.52 0542 REMOV METAL BEAM GUARD FENCE M 2,639.000 3,459.010 3.300 11,414.73 0542 REMOV TERMINAL-ANCHOR SECTION EA 5.000 17.000 85.000 1,445.00 0550 CHAIN LINK FENCE (1.2 M) M 379.780 298.400 26.500 7,907.60 0556 PIPE UNDDR (TY 8)(150 MM) M 245.000 422.910 75.000 31,718.25 0580 PROJECT MAINT (MOWING) CYC 108.000 25.000 400.000 10,000.00 0580 PROJECT MAINT (LITTER PICKUP) CYC 108.000 27.500 250.000 6,875.00 0580 PROJECT MAINT (SWEEPING) CYC 108.000 78.000 400.000 31,200.00 0610 RDWY ILL ASSEM (TY SA 15T-3-3)(.4 KW)S EA 2.000 2.000 2,200.000 4,400.00 0610 RDWY ILL ASSEM (TY SA 12T-3)(.25 KW)S EA 3.000 3.000 1,600.000 4,800.00 0610 RDWY ILL ASSEM (TY SA 15S-3)(.4 KW)S EA 18.000 18.000 2,000.000 36,000.00 0610 RDWY ILL ASSEM (TY SA 12S-3)(.25 KW)S EA 2.000 5.000 1,800.000 9,000.00 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY2) EA 28.000 28.000 650.000 18,200.00 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY3) EA 55.000 55.000 500.000 27,500.00 0610 RDWY ILL AM U/P(TY SPL-CO)(.25KW)S(TY3) EA 8.000 8.000 600.000 4,800.00 0611 REMOV RDWY ILL ASSEM EA 83.000 83.000 600.000 49,800.00 0611 REMOV RDWY ILL ASSEM (BR MOUNT) EA 2.000 2.000 200.000 400.00 0612 RELOC ROADWAY ILLUM ASSEMBLIES (HI MST) EA 4.000 4.000 13,000.000 52,000.00 0613 HIGH MAST ILL POLE (45 M)(129 KM/H) EA 14.000 14.000 15,000.000 210,000.00 0613 HIGH MAST ILL POLE (53 M)(129 KM/H) EA 4.000 4.000 20,000.000 80,000.00 0614 HI MST ILL ASM (12-400 WATT)(SYM) EA 4.000 4.000 18,000.000 72,000.00 0614 HI MST ILL ASM (12-400 WATT)(ASYM)(TYA) EA 14.000 14.000 18,000.000 252,000.00 0618 CONDUIT (RM)(19 MM) M 1,032.000 1,368.380 24.000 32,841.12 0618 CONDUIT (RM)(50 MM) M 143.000 69.000 25.000 1,725.00 0618 CONDUIT (PVC)(SCHD 40)(38 MM) M 591.000 591.000 15.000 8,865.00 0618 CONDUIT (PVC)(SCHD 40)(50 MM) M 17,594.500 18,285.130 11.000 201,136.43 0618 ADJ EST QUANTITY TO DATE 10,259.200 1 0618 CONDUIT (PVC)(SCHD 40)(75 MM) M 2,711.200 2,671.200 19.000 50,752.80 0618 CONDUIT (PVC)(SCHD 40)(100 MM) M 2,051.000 2,140.930 21.000 44,959.53 0618 CONDUIT (PVC)(SCHD 40)(BORE)(50 MM) M 502.000 627.530 75.000 47,064.75 0618 CONDUIT (PVC)(SCHD 40)(19 MM) M 829.000 2,837.400 20.000 56,748.00 0620 ELEC CONDUCTOR (NO. 12) BARE M 3,264.000 1,552.430 1.000 1,552.43 0620 ADJ EST QUANTITY TO DATE 1,821.000 0620 ELEC CONDUCTOR (NO. 8) BARE M 8,915.000 7,607.620 1.350 10,270.29 0620 ADJ EST QUANTITY TO DATE 4,390.000 0620 ELEC CONDUCTOR (NO. 6) BARE M 1,263.000 892.600 1.500 1,338.90 0620 ELEC CONDUCTOR (NO. 4) BARE M 173.000 138.700 2.000 277.40 0620 ELEC CONDUCTOR (NO. 12) INSULATED M 6,528.000 6,975.400 1.300 9,068.02 0620 ADJ EST QUANTITY TO DATE 3,642.000 0620 ELEC CONDUCTOR (NO. 8) INSULATED M 14,480.000 20,618.310 1.700 35,051.13 0620 ADJ EST QUANTITY TO DATE 6,630.000 0620 ELEC CONDUCTOR (NO. 6) INSULATED M 2,566.000 1,458.000 1.700 2,478.60 0620 ELEC CONDUCTOR (NO. 4) INSULATED M 636.000 793.800 2.500 1,984.50 0624 GROUND BOX TY A (122311) W/APRON EA 183.000 187.000 370.000 69,190.00 0624 ADJ EST QUANTITY TO DATE 101.000 0624 GROUND BOX TY D (162922) W/APRON EA 42.000 70.000 600.000 42,000.00 0624 GROUND BOX TY D (162922) EA 63.000 64.000 400.000 25,600.00 0628 ELC SRV TYD(120/240)070 (NS)GS(T)TP(O) EA 2.000 3.000 2,400.000 7,200.00 0628 ELEC SERV TYA(240/480)030(NS)GS(T)TP(O EA 15.000 15.000 3,000.000 45,000.00 0628 ELEC SERV TYA(240/480)060(NS)GS(E)PS(U EA 14.000 14.000 3,500.000 49,000.00 0628 ELEC SERV TYA(240/480)100(NS)GS(E)PS(U EA 1.000 1.000 4,500.000 4,500.00 0636 ALUM SIGNS (TY A) M2 97.860 98.940 125.000 12,367.50 0637 ALUM SIGNS (TY G) M2 136.620 101.720 200.000 20,344.00 0642 ALUM SIGNS (TY O) M2 591.590 521.620 150.000 78,243.00 0644 SMALL RDSD SGN ASSM (TY A) EA 134.000 178.000 310.000 55,180.00 0644 SMALL RDSD SGN ASSM (TY B) EA 15.000 16.000 500.000 8,000.00 0644 SMALL RDSD SGN ASSM (TY C) EA 13.000 14.000 560.000 7,840.00 0644 SMALL RDSD SGN ASSM (TY D-1) EA 5.000 7.650 400.000 3,060.00 0644 SMALL RDSD SGN ASSM (TY F) EA 95.000 95.000 480.000 45,600.00 0644 SMALL RDSD SGN ASSM (TY SPL) EA 38.000 11.000 650.000 7,150.00 0644 SMALL RDSD SGN ASSM (TY MP) EA 4.000 4.000 130.000 520.00 0647 LG RDSD SGN SUPT (STRUCT STL) KG 2,882.990 3,408.450 7.000 23,859.15 0649 REMOV LARGE RDSD SGN ASSMS EA 18.000 18.000 750.000 13,500.00 1 0649 REMOV SMALL RDSD SGN ASSMS EA 227.000 226.000 75.000 16,950.00 0649 RELOC LARGE RDSD SGN ASSMS EA 1.000 2.000 2,500.000 5,000.00 0650 OVHD SGN SUPT (19 M BRDG)(5.36 M HT) EA 2.000 2.000 15,000.000 30,000.00 0650 OVHD SGN SUPT (20 M BRDG)(5.36 M HT) EA 1.000 1.000 23,000.000 23,000.00 0650 OVHD SGN SUPT (26 M BRDG)(5.36 M HT) EA 1.000 1.000 16,000.000 16,000.00 0650 OVHD SGN SUPT (28 M BRDG)(5.36 M HT) EA 1.000 1.000 28,000.000 28,000.00 0650 OVHD SGN SUPT (29 M BRDG)(5.36 M HT) EA 1.000 1.000 27,000.000 27,000.00 0650 OVHD SGN SUPT (31 M BRDG)(5.36 M HT) EA 1.000 1.000 28,000.000 28,000.00 0650 OVHD SGN SUPT ( 8 M CANT)(5.36 M HT) EA 1.000 1.000 11,000.000 11,000.00 0650 OVHD SGN SUPT (11 M CANT)(5.36 M HT) EA 3.000 3.000 12,500.000 37,500.00 0650 OVHD SGN SUPT (13 M CANT)(5.36 M HT) EA 1.000 1.000 14,500.000 14,500.00 0650 OVHD SGN SUPT ( 9 M CANT)(5.36 M HT) EA 4.000 4.000 10,500.000 42,000.00 0650 OVHD SGN SUPT (13 M BRDG)(BRDG MNT) EA 2.000 2.000 36,000.000 72,000.00 0650 OVHD SGN SUPT (14 M BRDG)(BRDG MNT) EA 1.000 1.000 36,000.000 36,000.00 0650 OVHD SGN SUPT (27 M BRDG)(5.36 M HT) EA 1.000 1.000 12,500.000 12,500.00 0650 OVHD SGN SUPT (12 M CANT)(5.36 M HT) EA 1.000 1.000 14,000.000 14,000.00 0651 REMOV OVHD SIGN SUPPORTS EA 1.000 1.000 8,000.000 8,000.00 0652 HWY SGN LIGHT FIXT (MV)(100 WATT) EA 96.000 96.000 350.000 33,600.00 0656 FND FOR TRAF SIG (600 MM DRIL SHFT) M 35.000 38.200 300.000 11,460.00 0656 FND FOR TRAF SIG (750 MM DRIL SHFT) M 23.800 20.400 350.000 7,140.00 0656 FND FOR TRAF SIG (TYA)(900MM DRIL SHFT) M 24.000 24.000 450.000 10,800.00 0656 FND FOR TRAF SIG (TYB)(900MM DRIL SHFT) M 9.200 13.800 460.000 6,348.00 0656 FND FOR RDWY ILL ASM (TYA)(750MM DR SH) M 5.000 5.500 325.000 1,787.50 0656 FND FOR RDWY ILL ASM (TYB)(750MM DR SH) M 2.000 2.000 330.000 660.00 0656 TRAF SIG CNTRL FND M3 5.950 8.950 1,700.000 15,215.00 0658 DEL ASM TY A (D-SW) EA 24.000 5.000 35.000 175.00 0658 DEL ASM TY A (D-SY) EA 63.000 11.000 33.000 363.00 0658 DEL ASM TY A (D-DW) EA 19.000 3.000 30.000 90.00 0658 DEL ASM TY A (D-DY) EA 24.000 4.000 37.000 148.00 0658 DEL ASM TY C (CL A) (D-SW) EA 94.000 26.000 7.000 182.00 1 0658 DEL ASM TY C (CL A) (D-SY) EA 63.000 22.000 7.000 154.00 0658 DEL ASM TY C (CL A) (D-DW) EA 99.000 20.000 7.000 140.00 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (2.0 M) EA 12.000 1.000 38.000 38.00 0662 WRK ZN PAV MRK REMOV (W) (SLD) (100 MM) M 3,487.000 11,101.540 5.000 55,507.70 0662 WRK ZN PAV MRK REMOV (W) (BRK) (100 MM) M 1,314.000 6,058.120 5.000 30,290.60 0662 WRK ZN PAV MRK REMOV (W) (DOT) (100 MM) M 42.000 6.100 5.000 30.50 0662 WRK ZN PAV MRK REMOV (W) (SLD) (200 MM) M 1,714.000 1,854.090 8.500 15,759.77 0662 WRK ZN PAV MRK REMOV (W) (SLD) (600 MM) M 72.000 19.150 25.000 478.75 0662 WRK ZN PAV MRK REMOV (W) (DBL ARROW) EA 3.000 1.000 225.000 225.00 0662 WRK ZN PAV MRK REMOV (W) (TND ARROW) EA 7.000 9.000 300.000 2,700.00 0662 WRK ZN PAV MRK REMOV (W) (EXIT GORE) EA 1.000 4.000 650.000 2,600.00 0662 WRK ZN PAV MRK REMOV (Y) (SLD)(100 MM) M 4,778.000 13,544.860 5.000 67,724.30 0662 WRK ZN PAV MRK REMOV (CL B) TY I-A EA 2,470.000 2,213.000 4.000 8,852.00 0662 WRK ZN PAV MRK REMOV (CL B) TY I-C EA 2,182.000 1,894.000 4.000 7,576.00 0662 WRK ZN PAV MRK REMOV (CL B) TY II-C-R EA 5,226.000 9,350.000 4.000 37,400.00 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)100 MM M 28,256.000 47,193.280 1.500 70,789.92 0662 WRK ZN PAV MRK NON-REMV (W)(BRK)100 MM M 14,711.000 27,751.350 1.500 41,627.03 0662 WRK ZN PAV MRK NON-REMV (W)(DOT)100 MM M 214.000 546.940 3.500 1,914.29 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)200 MM M 2,455.000 10,215.390 3.000 30,646.17 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)600 MM M 215.000 956.200 15.000 14,343.00 0662 WRK ZN PAV MRK NON-REMOV (W) (ARROW) EA 21.000 58.000 60.000 3,480.00 0662 WRK ZN PAV MRK NON-REMOV (W)(DBL ARROW) EA 19.000 28.000 100.000 2,800.00 0662 WRK ZN PAV MRK NON-REMOV (W)(TND ARROW) EA 15.000 19.000 120.000 2,280.00 0662 WRK ZN PAV MRK NON-REMOV (W) (WORD) EA 22.000 34.000 90.000 3,060.00 0662 WRK ZN PAV MRK NON-REMOV (W)(ENTR GORE) EA 18.000 5.000 520.000 2,600.00 0662 WRK ZN PAV MRK NON-REMOV (W)(EXIT GORE) EA 17.000 7.000 300.000 2,100.00 0662 WRK ZN PAV MRK NON-REMV 1 (Y)(SLD)100 MM M 33,403.000 45,730.490 1.600 73,168.78 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)600 MM M 168.000 103.500 18.000 1,863.00 0662 WRK ZN PAV MRK SH TRM (TAB) TY W EA 16,325.000 7,339.000 .750 5,504.25 0662 WRK ZN PAV MRK SH TRM (TAB) TY Y-2 EA 4,968.000 1,106.000 .750 829.50 0666 REFL PAV MRK TY I (W) (SLD) (100 MM) M 29,497.900 26,530.500 1.500 39,795.75 0666 REFL PAV MRK TY I (W) (BRK) (100 MM) M 11,610.000 10,323.360 2.000 20,646.72 0666 REFL PAV MRK TY I (W) (DOT) (100 MM) M 183.200 120.000 3.000 360.00 0666 REFL PAV MRK TY I (W) (SLD) (200 MM) M 9,005.300 6,043.000 3.000 18,129.00 0666 REFL PAV MRK TY I (W) (LNDP) (200 MM) M 446.800 407.000 3.000 1,221.00 0666 REFL PAV MRK TY I (W) (SLD) (300 MM) M 2,744.900 1,100.300 9.000 9,902.70 0666 REFL PAV MRK TY I (W) (SLD) (600 MM) M 430.900 744.330 20.000 14,886.60 0666 REFL PAV MRK TY I (W) (RR XING) EA 6.000 6.000 300.000 1,800.00 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 34,251.900 21,394.000 1.500 32,091.00 0666 REFL PAV MRK TY I (Y) (SLD) (300 MM) M 670.700 307.000 9.000 2,763.00 0672 RAIS PAV MRKR CL B (REFL) TY I-C EA 1,293.000 392.000 3.000 1,176.00 0672 RAIS PAV MRKR CL B (REFL) TY I-R EA 84.000 42.000 6.500 273.00 0672 RAIS PAV MRKR CL B (REFL) TY II-A-A EA 120.000 72.000 3.000 216.00 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 3,838.000 2,863.000 3.250 9,304.75 0677 ELIM EXT PAV MRK & MRKR (100 MM) M 11,354.000 27,107.920 2.600 70,480.59 0677 ELIM EXT PAV MRK & MRKR (200 MM) M 136.000 3,642.650 5.200 18,941.78 0677 ELIM EXT PAV MRK & MRKR (600 MM) M 639.000 706.160 18.000 12,710.88 0677 ELIM EXT PAV MRK & MRKR (ARROW) EA 16.000 35.000 65.000 2,275.00 0677 ELIM EXT PAV MRK & MRKR (EXIT GORE) EA 3.000 2.000 450.000 900.00 0680 INSTAL OF HWY TRAF SIG (ISOLATED) EA 6.000 6.000 3,000.000 18,000.00 0681 TEMP TRAF SIGNALS FOR CONSTRUCTION EA 5.000 5.000 56,000.000 280,000.00 0682 VEH SIG SEC (300 MM) EA 179.000 183.000 210.000 38,430.00 0682 PED SIG SEC (2 INDICATIONS 1 IN 1 SEC) EA 24.000 30.000 350.000 10,500.00 0682 ADJ EST QUANTITY TO DATE 36.000 0682 BACK PLATE (3 SEC) (300 MM) EA 53.000 53.000 55.000 2,915.00 0682 BACK PLATE (5 SEC) (300 MM) EA 4.000 5.000 75.000 375.00 0682 LOUVER (ADJUSTABLE) (300 MM) EA 12.000 12.000 200.000 2,400.00 0684 TRAF SIG CBL (TY A)(7 CONDR)(12 AWG) M 1,116.000 1,181.270 4.000 4,725.08 0684 TRAF SIG CBL (TY A)(20 CONDR)(12 AWG) M 850.000 951.960 18.000 17,135.28 0684 TRAF SIG CBL (TY C) (2 CONDR)(14 AWG) M 5,297.000 6,105.000 2.000 12,210.00 0684 TRAF SIG CBL (TY A) (3 CONDR)(18 AWG) M 874.000 443.000 3.500 1,550.50 0686 TRAF SIG POLE ASM (STL)1 ARM (9.8 M) EA 3.000 2.000 2,400.000 4,800.00 0686 TRAF SIG POLE ASM (STL)1 ARM (11.0 M) EA 3.000 3.000 2,500.000 7,500.00 0686 TRAF SIG POLE ASM (STL)1 ARM (12.2 M) EA 3.000 3.000 3,000.000 9,000.00 0686 TRAF SIG POL ASM (STL)2 ARM(13.4-11.0M) EA 2.000 2.000 5,000.000 10,000.00 0686 TRF SIG POL ASM (STL)2 ARM12.2-11.0MLUM EA 2.000 2.000 4,800.000 9,600.00 0686 TRAF SIG POLE ASM (STL)1 ARM(11.0 M)LUM EA 2.000 2.000 3,000.000 6,000.00 0688 PED DETECT (PUSH BTN) EA 36.000 36.000 60.000 2,160.00 1000 VEGETATION BARRIER M2 20,212.000 18,265.680 2.200 40,184.49 1009 COMPOST MANF TPSL (BOS)(CLASS 3) M3 1,514.000 1,827.250 30.000 54,817.50 3022 HOT MIX (TY C)(PV 32 MIN)(PG 76-22) MGR 13,778.000 16,282.600 40.000 651,304.00 3116 CONCRETE (WIDE FLANGE ANCHORAGE) M3 386.000 386.000 160.000 61,760.00 4156 FLOWABLE BACKFILL M3 2,659.710 2,642.080 70.000 184,945.60 4229 SEDIMENTATION/FILTRATION POND (NE) EA 1.000 1.000 35,000.000 35,000.00 4229 SEDIMENTATION/FILTRATION POND (NW) EA 1.000 1.000 12,000.000 12,000.00 4229 SEDIMENTATION/FILTRATION POND (SW) EA 1.000 1.000 30,000.000 30,000.00 4229 SEDIMENTATION/FILTRATION POND (SE) EA 1.000 1.000 20,000.000 20,000.00 5001 TEMP METAL BM GD FENCE (BAR)(12GA) M 272.000 115.580 45.000 5,201.10 5002 ROCK FILTER DAMS (TY 2) M 4.900 12.000 66.000 792.00 5002 ROCK FILTER DAMS (TY 4) M 77.000 136.020 60.000 8,161.20 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 4) M 39.000 5.500 60.000 330.00 5002 ROCK FILTER DAMS (REMOV)(TY 4) M 77.000 69.430 16.500 1,145.60 5005 BKHOE WORK (EROSN CONT)(CL 1 1) H 100.000 65.450 95.000 6,217.75 5005 FRNT END LDR WORK (EROSN CONT)(CL 1) H 100.000 57.700 135.000 7,789.50 5005 BLADING WORK (EROSN CONT)(CL 1) H 100.000 27.400 55.000 1,507.00 5005 BLDZR WORK (EROSN CONT)(CL 1) H 100.000 39.750 130.000 5,167.50 5006 CONSTRUCT EXIT (TY 1) M2 60.000 1,502.310 11.000 16,525.41 5006 CONSTRUCT EXIT (REMOV)(TY 1) M2 60.000 1,401.510 6.000 8,409.06 5009 SANDBAGS FOR EROSION CONTROL EA 1,000.000 819.000 4.000 3,276.00 5012 TEMP SEDMT CONT FENCE M 6,091.800 11,001.650 4.500 49,507.43 5012 TEMP SEDMT CONT FENCE (REMOV & REPLAC) M 3,034.000 985.870 4.500 4,436.42 5012 TEMP SEDMT CONT FENCE (REMOV) M 6,065.000 4,583.620 1.200 5,500.34 5027 LANDSCAPE PAVERS M2 39,328.000 39,681.980 30.000 1,190,459.40 5028 VEH IMP ATTN ASSEM BRLS EA 22.000 22.000 190.000 4,180.00 5078 LOOSE AGGREGATE FOR GROUNDCOVER (TY I) M3 1,514.000 1,378.630 30.000 41,358.90 5098 QUADGUARD SYS (915 MM)(TY A)(8 BAY) EA 9.000 9.000 15,500.000 139,500.00 5098 QUADGUARD SYSTEM(760MM)(TY CZ)7 BAY EA 12.000 13.000 16,000.000 208,000.00 5098 QUADGD SYS (REMOVE)(760MM)(TY CZ)7 BAY EA 15.000 4.000 900.000 3,600.00 5098 QUADGD (MVE & REST)(760MM)(TY CZ)7 BAY EA 24.000 20.000 2,000.000 40,000.00 5098 QUADGD SYS (M&R)(760 MM)(TY CZ)(5 BAY) EA 3.000 3.000 2,000.000 6,000.00 5098 QUADGD SYS(REMOV)(760 MM)(TY CZ)(5 BAY) EA 6.000 4.000 900.000 3,600.00 5098 QUADGD SYS(915 MM)(TY A)(5 BAY) EA 2.000 2.000 10,800.000 21,600.00 5098 QUADGD SYS(915 MM)(TY D)(4 BAY) EA 1.000 1.000 9,500.000 9,500.00 5098 QUADGD SYS(760 MM)(TY CZ)(5 BAY) EA 5.000 5.000 12,500.000 62,500.00 5119 SINGLE GDRAIL TERM (TY II) EA 3.000 3.000 1,650.000 4,950.00 5119 SINGLE GDRAIL TERM (TY III) EA 22.000 21.000 1,850.000 38,850.00 5322 FIRE HYDRANT BARREL EXTENSIONS M 46.000 39.000 325.000 12,675.00 5322 PIPE (150 MM DIA)(CLASS 150) M 115.000 88.000 81.000 7,128.00 5322 STEEL ENCASEMENT (OPEN CUT)(400 MM) M 110.000 47.000 140.000 6,580.00 5322 PIPE (200 MM PVC)(SDR 26) M 1,185.000 1,267.000 76.000 96,292.00 5322 PIPE (300 MM DIA)(CLASS 350) M 1,500.000 1,698.000 125.000 212,250.00 5322 STEEL ENCASEMENT (OPEN CUT)(600 MM) M 84.000 55.000 325.000 17,875.00 5322 PIPE (400 MM DIA)(CLASS 350) M 514.000 602.000 168.000 101,136.00 5322 CONCRETE ENCASEMENT (300 MM DIA PIPE) M 15.000 15.000 55.000 825.00 1 5322 PIPE (600 MM DIA)(CLASS 350) M 84.000 109.000 240.000 26,160.00 5322 CONCRETE ENCASEMENT (600 MM DIA PIPE) M 16.000 2.000 102.000 204.00 5322 VALVE (GATE)(150 MM) EA 25.000 23.000 495.000 11,385.00 5322 RECONNECT LATERAL SERVICE EA 27.000 31.000 1,050.000 32,550.00 5322 ADJ EST QUANTITY TO DATE 30.000 5322 BORE ENCASEMENT (STL PIPE)(600 MM) M 213.000 229.000 1,100.000 251,900.00 5322 RELOC WATER MAIN (50 MM & SMALLER) EA 27.000 38.000 700.000 26,600.00 5322 VALVE (GATE)(200 MM) EA 1.000 1.000 670.000 670.00 5322 FIRE HYDRANT (130 MM) EA 15.000 20.000 2,600.000 52,000.00 5322 VALVE (GATE)(300 MM) EA 19.000 12.000 1,460.000 17,520.00 5322 MANHOLE (1.22 M) EA 8.000 9.000 3,000.000 27,000.00 5322 ADJ EST QUANTITY TO DATE 9.000 5322 VALVE (GATE)(400 MM) EA 4.000 2.000 2,200.000 4,400.00 5322 WET CONNECTIONS (300 MM) EA 11.000 8.000 1,750.000 14,000.00 5322 DUCTILE IRON FITTINGS MGR 8.000 13.180 7,050.000 92,919.00 5322 WET CONNECTIONS (400 MM) EA 1.000 3.000 1,650.000 4,950.00 5322 WET CONNECTIONS (600 MM) EA 1.000 1.000 2,700.000 2,700.00 5322 VALVE (GATE)(600 MM) EA 1.000 1.000 10,850.000 10,850.00 6013 REMOV OVHD SIGNS EA 2.000 5.000 900.000 4,500.00 6017 REM & INSTL EXIST SIGN PANELS (O/HEAD) EA 4.000 4.000 2,000.000 8,000.00 6023 PEDESTAL POLE ASSEM EA 14.000 14.000 400.000 5,600.00 6184 LOOP DETECTOR (SC&C) EA 189.000 195.000 450.000 87,750.00 6438 VIVDS PROCESSOR SYSTEM EA 1.000 2.000 34,000.000 68,000.00 6438 VIVDS CAMERA ASSEMBLY EA 12.000 12.000 2,700.000 32,400.00 6438 VIVDS SET-UP SYSTEM EA 2.000 2.000 24,000.000 48,000.00 6438 VIVDS COMMUNICATION CABLE (COAXIAL) M 874.000 2,066.260 16.000 33,060.16 6462 GROUND BOX (SC&C) EA 54.000 54.000 3,800.000 205,200.00 6463 DUCT BANK (SC&C) M 5,440.000 5,440.220 100.000 544,022.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 0192* AUTUMN SAGE (CTR NM 1) EA 4,564.000 4,654.000 7.000 32,578.00 0192* MUHLY GRASS (CTR NM 1) EA 1,898.000 1,898.000 7.000 13,286.00 0192* ROSEMARY (CTR NM 1) EA 968.000 968.000 7.000 6,776.00 0192* BURR OAK (MIN 65 MM CAL)(CNTR) EA 36.000 38.000 325.000 12,350.00 0192* CHINQUAPIN OAK (MIN 65MM CAL)(CNTR) EA 91.000 91.000 325.000 29,575.00 0192* DWARF WAX MYRTLE (CTR NM 5) EA 89.000 .000 20.000 .00 0193* PLANT MAINTENANCE MO 3.000 3.000 7,914.380 23,743.14 0247* FL BS (COMPL IN PLAC)(TY D GR6 CL 4) M3 11,171.000 11,171.000 38.000 424,498.00 0260* LIME (TY B) MGR 1,200.000 27.790 75.000 2,084.25 0260* LIME (TY B) MGR 1,300.000 483.400 75.000 36,255.00 0316* ASPH (HFRS-2) L 88,200.000 75,046.600 .600 45,027.96 0316* AGGR (TY B GR5) M3 556.600 337.790 103.460 34,947.75 1 0340* ASPH CONC (TY C)(LEVEL-UP) MGR 486.000 118.430 76.540 9,064.63 0351* REPAIR EXIST FLEX PAV STRUCT (50 MM) M2 245.000 307.780 13.460 4,142.72 0351* REPAIR EXIST FLEX PAV STRUCT (275 MM) M2 522.300 732.680 85.330 62,519.58 0351* REPAIR EXIST FLEX PAV STRUCT (100 MM) M2 334.000 387.260 54.540 21,121.16 0354* PLANE ASPH CONC PAV (0 - 50 MM) M2 1,667.000 1,125.370 4.950 5,570.58 0354* PLANE ASPH CONC PAV (50 MM) M2 5,000.000 9,630.160 3.470 33,416.66 0416* DRILL SHAFT (SIGN MTS)(1350 MM) M 5.900 5.500 950.000 5,225.00 0420* CL C CONC (BENT) M3 12.860 12.860 460.000 5,915.60 0423* RETAINING WALL (MSE) M2 6,196.660 6,196.660 326.725 2,024,603.74 0423* RETAINING WALL (MSE) M2 1,798.115 1,798.115 326.725 587,489.12 0442* STR STL (FINGER JOINT) KG 3,071.000 3,071.000 10.220 31,385.62 0450* RAIL (TY T201) M 70.920 70.920 163.000 11,559.96 0450* RAIL (TY T502) M 1,905.500 2,144.550 100.000 214,455.00 0450* RAIL (TY C201) M 274.480 274.480 174.000 47,759.52 0450* RAIL (TY T201)(MOD) M 138.170 138.170 153.000 21,140.01 0450* RAIL (TY 501)(W/TRF) M 100.000 341.810 155.000 52,980.55 0454* SEALED EXPAN JTS (125 MM) M 15.400 15.400 255.000 3,927.00 0464* RC PIPE (D-LOAD) (450 MM) M 35.730 35.730 110.000 3,930.30 0464* RC PIPE (D-LOAD)(1500 MM) M 5.000 5.000 606.650 3,033.25 0464* RC PIPE (D-LOAD)(1500 MM) M 206.270 206.270 606.650 125,133.70 0464* RC PIPE (CL III)(450 MM)(RISER) M 6.690 6.690 180.000 1,204.20 0481* PVC PIPE (SDR-35)(150 MM) M 36.870 709.170 58.670 41,607.00 0496* REMOV OLD STR (PIPE) M 42.740 42.740 40.000 1,709.60 0612* RELOC RDWY ILL ASSEM (TRANS-BASE) EA 4.000 4.000 2,333.330 9,333.32 0620* ELEC CONDUCTOR (NO. 2) BARE M 1,966.000 1,539.650 6.370 9,807.57 0620* ELEC CONDUCTOR (NO. 2) INSULATED M 3,932.000 3,070.280 7.420 22,781.48 0662* WRK ZN PAV MRK REMOV (W) (SLD) (100 MM) M 1.000 11,307.050 5.000 56,535.25 0662* WRK ZN PAV MRK REMOV (W) (BRK) (100 MM) M 1.000 3,802.920 5.000 19,014.60 0662* WRK ZN PAV MRK REMOV (W) (SLD) (200 MM) M 1.000 1,208.000 8.500 10,268.00 0662* WRK ZN PAV MRK REMOV (Y) (SLD)(100 MM) M 1.000 3,896.000 5.000 19,480.00 0686* TRAF SIG POL ASM (STL)2 ARM(12.2-9.8 M) EA 1.000 1.000 4,961.000 4,961.00 6008* SALV TRAF SIGNALS EA 5.000 5.000 1,843.800 9,219.00 9000* FORCE ACCT: (PARTNERING) LS 5,317.240 7,324.380 1.000 7,324.38 9000* POLICE OFFICERS LS 1.000 871,942.060 1.000 871,942.06 9005* ADD TIE ENDS TO RET WALL #31 LS 1.000 1.000 1,867.880 1,867.88 9007* ADD PANELS.D.S.,ANCHORS & CLOS. LS 1.000 1.000 24,721.000 24,721.00 9009* TEMP TRAFF SIG. LS 1.000 1.000 5,429.130 5,429.13 1 9011* C.O.A. W/WW ADDT,DEPTH/SURVEY LS 1.000 1.000 38,414.000 38,414.00 9011* C.O.OA. W/WW RISER CONES/STL CASING LS 1.000 1.000 20,305.000 20,305.00 9012* RMV & RELOCATE MBGF M 114.300 84.100 34.580 2,908.18 9012* RELOCATE G.E.T. EA 1.000 6.600 843.200 5,565.12 9012* ROCK BACKFILL(T-501 & INLET) LS 1.000 1.000 3,034.000 3,034.00 9019* ADD.TRAFF CONTROL(WOODWARD BRG DEMO) LS 1.000 1.000 7,974.000 7,974.00 9020* REPLACE BASE & WOODWARD XING LS 1.000 1.000 17,102.000 17,102.00 9022* MH(COMPL)(TY M)(900MM RISER) EA 5.000 5.000 4,145.830 20,729.15 9023* TRENCH EXCAV. PROTEC(WL 12) M 600.000 448.000 11.000 4,928.00 9023* JDA TRAFFIC CONTROL @WOODWARD ST. LS 1.000 1.000 46,860.000 46,860.00 9023* PIPE(150MM)(CL 150)(WL 12) M 24.000 17.000 88.000 1,496.00 9023* PIPE)400MM DIA)(CL350)(WL 12)FAST TIGHT M 515.000 437.000 191.400 83,641.80 9023* VALVE (GATE)(150)(WL 12) EA 7.000 5.000 520.000 2,600.00 9023* FIRE HYD(130MM)(WL 12) EA 7.000 5.000 2,800.000 14,000.00 9023* FIRE HYD XT. EA 3.000 2.000 325.000 650.00 9023* VALVE(GATE)(400)(WL 12) EA 4.000 3.000 2,350.000 7,050.00 9023* DUCTILE IRON FITTINGS(WL 12) MGR 4.000 3.000 7,550.000 22,650.00 9023* WOODWARD ST. CROSSING LS 1.000 1.000 2,750.000 2,750.00 9023* PIPE(400MM DIA)(CL350)(WL12)FLEX RING M 11.000 11.000 226.600 2,492.60 9023* CATALINA DRIVE CROSSING LS 1.000 1.000 1,650.000 1,650.00 9023* COLD ASHPALT MIX (WL 12) MGR 136.000 81.000 84.920 6,878.52 9023* SEDIM, CONTROL FENCE(COA)(WL12) M 199.700 199.700 4.500 898.65 9023* FLEX BASE (COA SPEC)(WL 12) M3 680.000 400.000 24.260 9,704.00 9024* INST. 10' BKFLO PREV COMP. C.O. 24 LS 1.000 1.000 18,162.000 18,162.00 9025* REWIRE AND RELOCATE H.M. 14,15,16,22 LS 1.000 1.000 2,528.000 2,528.00 9027* AUTO AIR RELEASE VALVE(50MM) C.O 27 EA 5.000 5.000 3,040.880 15,204.40 9027* C.O.A. ADJ. WL.'S 10'11 AND 13 LS 1.000 1.000 70,731.000 70,731.00 9027* BORE ENCASE'MNT(ST PIPE)(915MIN) M 30.000 30.000 1,970.000 59,100.00 9028* AUSTIN ENERGY (STOP&BACKFILL) LS 1.000 1.000 10,053.000 10,053.00 9028* TEMP&PERM STR SVC@WALL 31 EA 3.000 3.000 1,499.000 4,497.00 9028* FIRE LINE TIE-IN @ MIDNIGHT RODEO LS 1.000 1.000 1,036.000 1,036.00 9029* TIE-IN 10" BKFLO PRV. C.O. 29 LS 1.000 1.000 1,368.000 1,368.00 9030* SWBT CONDUIT, SPACERS, BACKFILL LS 1.000 1.000 48,936.000 48,936.00 9031* BLACKTAPE (6")TO ELMN. EXT PV MK M 1,943.000 4,781.000 11.240 53,738.44 1 9032* STEEL TINE BRIDGE SLAB CO # 32 M2 54,948.300 54,948.300 .323 17,748.30 9033* TEMP TIE-IN CENT MED. CO.O. # 33 LS 17,285.610 16,059.180 1.000 16,059.18 9034* SPLICE STL ADDED TO COLUMN HT. LS 1.000 1.000 2,136.080 2,136.08 9035* INSTALL 2 STATE FURNISH SIGNS (TY G) LS 1.000 1.000 2,821.610 2,821.61 9036* QUAD-GUARD REPAIRS C.O. 36 LS 75,000.000 188,285.960 1.000 188,285.96 9037* SIDEWALK RETAINING WALL LS 1.000 1.000 1,700.000 1,700.00 9037* HANDRAIL M 6.900 6.900 571.540 3,943.63 9037* SIDEWALK BARRIER CURB M 160.180 372.800 50.320 18,759.30 9038* COA FIELD ORDER # 1 LS 1.000 1.000 7,841.000 7,841.00 9038* COA FIELD ORDER # 2 LS 1.000 1.000 6,784.870 6,784.87 9038* COA TREE PRUNNING @ WL # 12 LS 1.000 1.000 3,790.290 3,790.29 9039* WHITE COPING RET WALL (TB/CAN) CO #39 M 4,782.326 4,782.326 36.800 175,989.60 9040* WMSN CK TEMP RET. WALL C.O. # 40 LS 15,000.000 24,100.770 1.000 24,100.77 9041* C. O. A. FIELD ORDER NO. 3 LS 1.000 1.000 13,188.900 13,188.90 9042* REGRADE DITCH COA LS 1.000 1.000 1,519.000 1,519.00 9043* RESTORE PKG. LOT(BACKFLOW PREV) CO. 43 LS 1.000 4,906.920 1.000 4,906.92 9044* COA TAPING SLV&VALVES(300X300&300X400) LS 1.000 1.000 13,225.640 13,225.64 9044* RE-CONNECT FIRELINES COA LS 1.000 1.000 13,669.410 13,669.41 9045* RELOCATE H.M. # 10 LS 1.000 1.000 904.280 904.28 9046* RAIL 501 (ADJ) C.O. 46 M 1,236.690 1,236.690 98.500 121,813.97 9046* RAIL (T-501) ADJUSTED M 14,093.530 21,049.094 98.500 2,073,335.78 9046* RAIL(T-501) ADJUSTED M 512.240 512.240 98.500 50,455.64 9046* RAIL(T-501)(MOD)(W/TRF) M 386.200 117.400 175.000 20,545.00 9046* RAILO (T-501) ADJUSTED M 512.240 512.240 98.500 50,455.64 9046* RAIL (T-501) ADJUSTED M 1,130.310 1,130.310 98.500 111,335.54 9047* MISC. RWDY REPAIRS (C.O. 47) LS 1.000 121,035.160 1.000 121,035.16 9048* REV. REINF. JBOX NO. 3 CO 48 LS 1.000 1.000 991.000 991.00 9049* MODIFY W L #13 @ RET WALL #31 LS 18,000.000 11,790.170 1.000 11,790.17 9050* RAISE TWO WATER VALVES@ WOODWARD(COA) LS 1.000 1.000 2,771.240 2,771.24 9051* DESIGN CORRECTION WALL # 13 (CO. 51) LS 1.000 1.000 2,904.970 2,904.97 9052* REV. TO STR. STEEL (CONSULTANTS) LS 1.000 1.000 9,881.360 9,881.36 9053* CHEM.TREAT SUBGR(PLTMIX)(SAND) M2 13,711.000 7,111.000 1.450 10,310.95 9053* CEMENT MGR 299.000 131.170 75.000 9,837.75 9055* POTHOLING @ EXISTING STORM SEWER IH 35 LS 2,581.290 2,552.340 1.000 2,552.34 9056* CONNECT DRAIN TO INLET C.O. 56 `LS 1.000 1.000 412.650 412.65 1 9058* RAIL (T-201)(MOD)(W/TRF) M 173.640 100.590 213.000 21,425.67 9060* RELOCATE 900MM CL350 W/L W/INCASE LS 1.000 1.000 25,540.000 25,540.00 9060* REMOVE CONCRETE ENCASEMENT LS 1.000 7,001.760 1.000 7,001.76 9061* RET.WALL # 1 CONFLICT (S/SEW) LS 1.000 1.000 20,952.640 20,952.64 9063* CHAIN LINK FENCE @ RET. WALL # 31 LS 1.000 1.000 1,132.000 1,132.00 9064* TRANS. CELL PHONES LS 1.000 18,653.240 1.000 18,653.24 9065* PATCH CTB FROM STOCKPILE S/M LS 2,754.000 2,766.250 1.000 2,766.25 9066* MAT'L. ONLY(SIGNS IH 35 DETOUR) CO. 66 LS 1.000 1.000 22,177.000 22,177.00 9066* IH 35 DETOUR(LABOTR,EQUIP,RENTALS) EA 4.000 5.000 15,087.000 75,435.00 9067* STORM SYSTEM # 12 LS 1.000 76,401.820 1.000 76,401.82 9068* SPL. CHAIN LINK FENCE(IRS) LS 1.000 1.000 4,160.000 4,160.00 9069* ASST. TXDOT W/LN CLOSURE FOR MILLING LS 1.000 1.000 303.000 303.00 9070* RELOCATE FIRE HYD.(STA. 26+929) LS 1.000 1.000 3,396.000 3,396.00 9071* BUILD DRAINAGE FOR INLET LS 1.000 1.000 4,818.000 4,818.00 9072* RMV GRAFITTI BENT 2 LS 1.000 1.000 511.760 511.76 9073* SECURE CTB W/REBAR NBML LS 624.060 624.070 1.000 624.07 9074* DEMO WHEELCHAIR RAMPS (WOODWARD BRDG) LS 1.000 1.000 3,305.040 3,305.04 9076* SPAN CABLE(GALV)(6.35MM) M 1,525.000 1,525.000 4.460 6,801.50 9077* SHR. RET.WALL # 14(JCTBOX 1) LS 1.000 1.000 30,094.000 30,094.00 9079* MOD. C.O.A.SMSTRM DRAIN (LATERALS) LS 1.000 1.000 31,596.000 31,596.00 9080* DETOUR 1 REVISED(PAYMENT) C.O. # 80 LS 1.000 1.000 199,708.000 199,708.00 9081* RMV DRWY DRAIN DD-9-15 EA 1.000 1.000 347.000 347.00 9082* MOD. BRGSEAT(WBNB)BENT 5 LS 1.000 1.000 2,421.000 2,421.00 9083* SPL CLOSURE(RETWALL # 11) LS 1.000 1.000 28,100.960 28,100.96 9085* DRAIN SWALES (WALL #3) LS 9,000.000 8,223.380 1.000 8,223.38 9086* WBSB BENT/SHORING FTG. LS 1.000 1.000 12,739.720 12,739.72 9087* FLD MOD STL BOX GIRDER HOLES LS 9,608.000 9,606.050 1.000 9,606.05 9088* REVISED IRRIG. CONTROLLERS LS 1.000 1.000 7,615.540 7,615.54 9088* MNTN LAUREL (CTRNM 10) C.O.#88 EA 216.000 230.000 150.000 34,500.00 9089* INTER-NET SVC. LS 1,000.000 597.310 1.000 597.31 9090* I 35 BRDG DEMO-LEAD PAINT REMOVAL LS 1.000 1.000 43,759.000 43,759.00 9091* INLET (CYPRESS STORAGE) LS 1.000 1.000 6,214.000 6,214.00 9092* DRAIN PARKINGLOT (CORE) LS 1.000 1.000 579.810 579.81 9093* RET WALL (SHORT) WBFR LS 4,800.000 4,800.660 1.000 4,800.66 9094* SPECIAL EQUIP & SONOTUBE RW 14 & 17 LS 1.000 1.000 91,061.890 91,061.89 9095* MOD STL (BENT CAP #15) LS 1,935.000 1,935.070 1.000 1,935.07 9096* RAISE JCTBOX # 4 ACCESS SHAFT LS 1.000 1.000 8,873.000 8,873.00 1 9097* ADDL. WRK STORM SYSTM #2 C.O. #97 LS 1.000 1.000 32,313.310 32,313.31 9098* CONC CAP RCP SYS 4AND7 LS 1.000 1.000 11,311.000 11,311.00 9099* MANH (COMPL)TY M(DROP) 900 MM RISER EA 1.000 1.000 4,145.830 4,145.83 9099* ADJUST (TY M) / MODIFY LARGE J-BOX LS 1.000 1.000 10,887.230 10,887.23 9099* 1500 MM QTY/DEPTH ADJUST M 5.000 5.000 912.150 4,560.75 9100* RE-WORK TIE-BACK ANCHORS LS 1.000 1.000 1,597.000 1,597.00 9101* CLEAN UP (SNICKERS ROLL OVER) LS 337.000 336.510 1.000 336.51 9102* DRIVEWAYS (BURGERKING) LS 1,566.000 1,565.910 1.000 1,565.91 9103* RMV LEAD PAINTED BEAMS C.O. 103 LS 1.000 1.000 6,120.000 6,120.00 9104* MODIFY CI 12-11 C.O. 104 LS 5,361.230 5,438.270 1.000 5,438.27 9105* EXCAV & HAUL UPSIZE PIPE C.O. #105 LS 1.000 1.000 919.200 919.20 9105* MOD IRI-6 #CI1-11 C.O. #105 LS 1.000 1.000 306.940 306.94 9105* MOD CI2-8 FOR CI1-9 C.O. #105 LS 1.000 1.000 568.360 568.36 9105* MOC CI 1C1 FOR CI1-8 C.O. #105 LS 1.000 1.000 443.020 443.02 9105* MANHOLE REDUCTION IN MATERIAL LS 1.000 1.000 -230.090 -230.09 9106* ADJ. WATER VALVE C.O.A. (C.O. 106) LS 1.000 1,231.120 1.000 1,231.12 9107* REMOV WINGWALL AT WILLYS CREEK LS 1.000 1.000 182.000 182.00 9109* REPLACE SIGNAL POLE (CO#109) EA 1.000 1.000 4,891.000 4,891.00 9110* EXCAV & GRADE SYS. 34 SWALES LS 1.000 1.000 43,387.330 43,387.33 9110* DISPOSE OF ADDL. SPOIL LS 1.000 1.000 5,488.030 5,488.03 9110* INSTALL VERT. PIPE @ WALL 16 LS 1.000 1.000 8,167.310 8,167.31 9110* DISPOSE OF UNUSABLE BOXES LS 1.000 1.000 16,782.800 16,782.80 9110* MODIFY CI 7-3 @ PLUG LS 1.000 1.000 521.340 521.34 9111* EXC & HAUL UPSIZE PIPE C.O. #111 LS 1.000 1.000 3,313.200 3,313.20 9111* EXC/BACKFILL SYS 1C C.O. #111 LS 1.000 1.000 698.840 698.84 9111* BREAK IN FOR SYS 1B C.O. #111 LS 1.000 1.000 957.120 957.12 9111* PLUG 30" @180+00 C.O. 111 LS 1.000 1.000 235.370 235.37 9111* SAWCUT TO SLOT DRN C.O. #111 LS 1.000 1.000 187.330 187.33 9111* PLUG @ 179 FOR SYS 1B C.O. #111 LS 1.000 1.000 232.340 232.34 9111* RAISE DI 1B1 C.O. #111 LS 1.000 1.000 1,332.500 1,332.50 9112* EXC. & HAUL UPSIZE PIPE (CO#112) LS 1.000 1.000 1,683.790 1,683.79 9112* MODIFY CI 12-11 (CO#112) LS 1.000 1.000 432.300 432.30 9112* MOD EXIST BOX TO ADD INLET 1 (CO #112) LS 1.000 1.000 192.900 192.90 9113* REPAIR DETOUR 8,9 2/12/04 LS 1.000 1.000 24,789.000 24,789.00 9113* REPAIR DETOUR 21 2/13/04 LS 1.000 1.000 1,827.000 1,827.00 9113* REPAIR DETOUR 8,9,21 2/15/04 LS 1.000 1.000 13,756.000 13,756.00 9113* REPAIR DETOUR 8,9 2/16/04 LS 1.000 1.000 10,659.000 10,659.00 9113* REPAIR DETOUR 8,9 3/9/04 LS 1.000 1.000 74,107.000 74,107.00 9113* REPAIR DETOUR SUPERVISOR TIME LS 1.000 1.000 10,847.000 10,847.00 9114* DRAINAGE FOR DETOUR 8 & 9 LS 1.000 1.000 32,376.000 32,376.00 9115* MBGF (BO)(TIM PST)(2.67MM)(2001)CO#115 M 948.480 1,184.410 47.900 56,733.24 9115* CURB @ THRIE BEAM LS 1.000 .250 2,711.800 677.95 9115* MBGF TRANS THRIE BEAM_(CO#112) EA 13.000 12.000 1,222.350 14,668.20 9116* MODIFY CI 5-2 LS 1.000 1.000 185.120 185.12 9116* INSTALL CI 13-9 & JB 13-1 LS 1.000 1.000 11,515.480 11,515.48 9116* EXCAV/HAUL FOR UPSIZE PIPE LS 1.000 1.000 2,478.380 2,478.38 9117* REMOVE SEDIMENT FROM C.O.A. MANHOLE LS 1.000 1.000 429.000 429.00 9118* STOCKPILE & WRAP ASBESTOS PIPE LS 1.000 1.000 491.810 491.81 9120* REDESIGN STORM SYSTEM 1-D LS 1.000 1.000 2,301.010 2,301.01 9120* MODIFY CI 1D-1 LS 1.000 1.000 889.040 889.04 9120* L1D-5 TIE-IN CONFLICT LS 1.000 1.000 3,241.240 3,241.24 9120* DISPOSE OF UNUSABLE INLETS LS 1.000 1.000 11,934.330 11,934.33 9121* EXTRA WORK WL 23-7 & 23-13 LS 1.000 1.000 4,701.000 4,701.00 9121* EXTRA WORK @ N-S TURNAROUND LS 1.000 1.000 3,077.550 3,077.55 9121* JB 21-2 OVERSIZE LS 1.000 1.000 711.590 711.59 9121* REMOVE ADDTL. SPOIL LS 1.000 1.000 2,043.000 2,043.00 9122* EXTRA WORK RELOC SYSTEM 9 LS 1.000 1.000 5,944.130 5,944.13 9122* EXTRA WORK ADDL. SURVEY LS 1.000 1.000 3,378.330 3,378.33 9122* EXTRA WORK CONFLICT SO. IND & BEN WHITE LS 1.000 1.000 7,404.830 7,404.83 9123* DISPOSE OF UNUSABLE BOXES C.O. #123 LS 1.000 1.000 37,530.370 37,530.37 9123* SYSTEM 6 REVISION C.O. 123 LS 1.000 1.000 4,109.920 4,109.92 9123* SYSTEM 3 REVISIONS C.O. #123 LS 1.000 1.000 7,809.490 7,809.49 9123* SYSTEM 27 REVISIONS LS 1.000 1.000 3,177.390 3,177.39 9123* SYSTEM 29 REVISIONS LS 1.000 1.000 1,099.600 1,099.60 9124* SURVEY LAYOUT LS 1.000 1.000 882.270 882.27 9124* REPLACE TOPSOIL LS 1.000 1.000 4,074.890 4,074.89 9124* TRAFFIC CONTROL LS 1.000 1.000 1,872.790 1,872.79 9124* DAMAGE TO CONTROL BOX CREDIT LS 1.000 1.000 -9,350.000 -9,350.00 9124* REM & RELOC O.S.B. CO #124 EA 1.000 1.000 91,243.290 91,243.29 9125* ADD CENTER BARRIER AT SO. END OF PROJ. LS 1.000 1.000 134,711.270 134,711.27 9126* MODIFY REBAR SBWB & WBNB CAPS LS 1.000 1.000 755.000 755.00 9126* MODIFY REBAR EBSB BENT 5 CAP LS 1.000 1.000 525.000 525.00 9126* MODIFY REBAR NBWB BENT 1 1 FTNG. LS 1.000 1.000 1,597.000 1,597.00 9127* HMAC(TY B)(OVER 125%) CO 127 MGR 16,191.870 16,722.370 11.190 187,123.32 9127* HMAC(TY A)(OVER 125%) CO 127 MGR 23,382.190 23,382.190 10.850 253,696.76 9128* INSTALL TIE BAR EXIST CONC PAV CO 128 LS 1.000 1.000 7,986.000 7,986.00 9128* HAUL ORMS & INSTALL FD BARS CO 128 LS 1.000 1.000 4,365.640 4,365.64 9129* BORE BURGER KING DRVWY (CERT.) LS 1.000 1.000 2,232.690 2,232.69 9130* FURNISH REV. OHD.SGNS. LS 1.000 1.000 35,855.950 35,855.95 9130* INSTALL REV. OHD. SGNS. LS 1.000 1.000 42,566.890 42,566.89 9132* ADDTL. SIGNS W1-9R LS 1.000 1.000 1,930.110 1,930.11 9133* REM. ADDTL. MATRL. DETOUR 8 & 9 LS 1.000 1.000 9,350.060 9,350.06 9135* LANDSCAPE MAINT. JUNE - JULY 05 LS 1.000 1.000 5,302.500 5,302.50 9135* LANDSCAPE MAIN. AUG THRU NOV 05 LS 4.000 4.000 4,242.000 16,968.00 9137* CYPRESS STORAGE DAMAGE CLAIM LS 1.000 1.000 5,204.790 5,204.79 9138* RETAIN WALL SHORT EBFR LS 1.000 1.000 14,274.000 14,274.00 9139* ILLUM. WIRING REPAIR LS 3,746.490 3,973.150 1.000 3,973.15 9140* REPAIR BAD SUBGRADE (OLTORF EXIT RMP) LS 1.000 1.000 4,466.000 4,466.00 9143* DETEN POND WALL COST CO #143 LS 1.000 1.000 9,859.820 9,859.82 9145* LOWER RCP - MATCH INLET LS 700.000 652.560 1.000 652.56 9146* BRIDGE SIGN MOUNTS EA 52.000 26.000 535.000 13,910.00 9146* MOUNT TRANSPORT LS 1.000 1.000 1,210.390 1,210.39 9147* LARGE SIGNS TO INVENTORY LS 1.000 1.000 30,231.190 30,231.19 9148* HAUL COST TO STKPILE AT SLAUGHTER LN. LS 1.000 1.000 6,262.250 6,262.25 9149* CONST EROSN CONTROL FLUMES LS 1.000 1.000 17,632.350 17,632.35 9149* INSTALL BLOCKS IN LANDSCAPE DRAINS LS 1.000 1.000 2,357.550 2,357.55 9151* IRRIG. SYSTEM REPAIR LS 1.000 1.000 1,590.750 1,590.75 9151* REPAIR MBGF & SGT (CO #144) LS 3,000.000 2,782.750 1.000 2,782.75 9152* EROSN CONTROL ITEMS CO 152 LS 1.000 1.000 2,636.500 2,636.50 9154* WHEELCHAIR RAMP REPAIRS LS 1.000 1.000 4,650.800 4,650.80 9156* C.O.156 DISPUTE RESOLUTION LS 1.000 1.000 1,170,591.000 1,170,591.00 0 SUBTOTAL BID ITEMS $ 96,121,963.90 0 CONTRACT TOTAL ALL ITEMS $ 96,121,963.90 1 MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 8993001 MGR.NO. 056 PAGE 001 CONT 0113 SEC 13 JOB 116,ETC RES ENGR DONALD NYLAND PROJ NH 99(300),ETC HWY US 290,ETC 2499A S.CAPITAL OF TX HWY CNTY TRAVIS DIST 14 CONTRACT PRICE $ 87,827,455.17 REPORT DATE 06/13/2008 13.29.47 CONTRACTOR J.D. ABRAMS, L.P. 9821 EST PERIOD JAN 31,2000 TO AUG 16,2006 EST NO 088 & FINAL ********************************************************************************************************************************** CO NO PROJECT CONT SEC JOB LINE NO TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST TOTAL ( %) PREV BALANCE BANK RELEASE BANK REFUND NEW BALANCE DEP IN TRST RETAINAGE IN TRUST TO CONTRACTOR TO STATE IN TRUST THIS EST ********************************************************************************************************************************** 227 NH 99(300) 0113-13-116 49,140,314.60 .00 49,140,314.60 .00 .00 49,140,314.60 49,140,314.60 .00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 227 BR 99(296) 0015-13-256 3080 46,967,739.30 .00 46,967,739.30 .00 .00 46,967,739.30 45,797,148.30 1,170,591.00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 227 STOCK ACCT 14-1-0399 0015-13-256 3050 13,910.00 .00 13,910.00 .00 .00 13,910.00 13,910.00 .00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 0 ********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST TOTAL ( %) PREV BALANCE BANK RELEASE BANK REFUND NEW BALANCE DEP IN TRST RETAINAGE IN TRUST TO CONTRACTOR TO STATE IN TRUST THIS EST ********************************************************************************************************************************** 96,121,963.90 .00 96,121,963.90 .00 .00 96,121,963.90 94,951,372.90 1,170,591.00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 0 INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 **APPROVED BY** DATE --------------------------------------------- AREA/PROJECT ENGINEER 0 DATE --------------------------------------------- DISTRICT ENGINEER 1 MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 8993001 MGR.NO. 056 PAGE 001 CONT 0113 SEC 13 JOB 116,ETC RES ENGR DONALD NYLAND PROJ NH 99(300),ETC HWY US 290,ETC 2499A S.CAPITAL OF TX HWY CNTY TRAVIS DIST 14 CONTRACT PRICE $ 87,827,455.17 REPORT DATE 06/13/2008 13.29.47 CONTRACTOR J.D. ABRAMS, L.P. 9821 EST PERIOD JAN 31,2000 TO AUG 16,2006 EST NO 088 & FINAL ********************************************************************************************************** - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0015-13-256 BR 99(296) 14 IH 35 TRAVIS 0113-13-116 NH 99(300) 14 US 290 TRAVIS - LIMITS - 0.321 KM E OF S CONGRESS WEST OF BURLESON RD. ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) - * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 9156* C.O.156 DISPUTE RESOLUTION LS 0.000 1.000 1,170,591.000 1,170,591.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 1,170,591.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 96,121,963.90