1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 8023201 MGR.NO. 052 PAGE 001 CONT 0027 SEC 13 JOB 171,ETC RES ENGR ALLEN, QUINCY PROJ NH 2002(570),ETC HWY US 59,ETC 7303 MESA ROAD HOUSTON CNTY HARRIS DIST 12 CONTRACT PRICE $ 71,109,488.10 REPORT DATE 09/10/2008 10.15.43 CONTRACTOR WILLIAMS BROTHERS CONSTRUCTION EST PERIOD SEP 16,2002 TO AUG 05,2008 EST NO 079 & FINAL CO., INC. 02412 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN SEP 16, 2002 TIME COMPUTED FROM FEB 01, 2003 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 = 936 2,146 879 1,267 BROUGHT FORWARD ADDL DAYS GRANTED = 0 AUG 08 1 1 AWAITING METRO ACCEPTANCE TOTAL DAYS ALLOWED = 936 2 1 AWAITING METRO ACCEPTANCE DATE WORK COMPLETED 08/05/08 3 1 AWAITING METRO ACCEPTANCE DAYS CHARGED TO DATE = 879 4 1 AWAITING METRO ACCEPTANCE ASSESSED LIQ DAMAGES = 0 5 1 WORK COMPLETED AND ACCEPTED LIQ DAMAGE RATE $ 1,900 0 LIQUIDATED DAMAGES 0 DAYS AT $ 1,900 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 2,151 879 1,272 0 SATURDAY 0 SUNDAY 0 HOLIDAY 4 AWAITING METRO ACCEPTANCE 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 8023201 MGR.NO. 052 PAGE 001 CONT 0027 SEC 13 JOB 171,ETC RES ENGR ALLEN, QUINCY PROJ NH 2002(570),ETC HWY US 59,ETC 7303 MESA ROAD HOUSTON CNTY HARRIS DIST 12 CONTRACT PRICE $ 71,109,488.10 REPORT DATE 09/10/2008 10.15.47 CONTRACTOR WILLIAMS BROTHERS CONSTRUCTION EST PERIOD SEP 16,2002 TO AUG 05,2008 EST NO 079 & FINAL CO., INC. 02412 DIST. 12 COUNTY HARRIS CONTROL 0027-13-171 PROJECT NH 2002(570) HIGHWAY US 59 0LIMITS- MANDELL, NORTH 1.032 MI SP 527 0TYPE OF WORK- GR, STRS, BASE & PAV 0 0005 HOUSTON DISTRICT COUNTY HARRIS 0010 PREPARED BY GARY K. TRIETSCH, P.E. DIST. ENGINEER 0015 DATE: 04-23-2002 0020 US 59 (CSJ:0027-13-171) 0 0070 ALL ITEMS NET LENGTH 1.025 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0075 0100 PREP ROW AC 6.400 6.400 1,100,000.000 7,040,000.00 0076 9104*REMOV CONC (DRILLED SHAFT) EA 200.000 200.000 36.710 7,342.00 0080 0104 REMOV CONC (PAV) SY 36,314.000 29,802.550 4.000 119,210.20 0080 0104 ADJ EST QUANTITY TO DATE 29,802.550 0085 0104 REMOV CONC (RIPRAP) SY 5,549.000 5,549.000 10.000 55,490.00 0086 0104*REMOV CONC (MED) SY 50.000 50.000 17.750 887.50 0090 0104 REMOV CONC (SDWLK) SY 912.000 930.220 4.000 3,720.88 0090 0104 ADJ EST QUANTITY TO DATE 930.220 0095 0104 REMOV CONC (DRVWY) SY 193.000 193.000 4.000 772.00 0100 0104 REMOV CONC (CURB) LF 3,680.000 3,661.600 .500 1,830.80 0105 0104 REMOV CONC (CTB) LF 750.000 3,924.000 20.000 78,480.00 0110 0104 REMOV CONC (RETAIN WALL) SY 2,323.000 2,323.000 10.000 23,230.00 0115 0104 REMOV CONC (MISC) SY 710.000 710.000 10.000 7,100.00 0120 0104 REMOV CONC (JIGGLE BAR) LF 1,760.000 1,145.000 5.000 5,725.00 0125 0105 REMV STAB BS AND/OR ASPH PAV(CL 2)(14") SY 12,819.000 12,112.680 4.000 48,450.72 0125 0105 ADJ EST QUANTITY TO DATE 12,112.680 0130 0105 REM STAB BS AND/OR ASPH PAV(CL2)(5-8") SY 9,169.000 2,125.710 2.000 4,251.42 0130 0105 ADJ EST QUANTITY TO DATE 2,125.710 0135 0110 EXCAVATION (RDWY) CY 566,914.000 574,336.000 7.000 4,020,352.00 0135 0110 ADJ EST QUANTITY TO DATE 574,336.000 0140 0110 EXCAVATION (CHAN) CY 40,378.000 40,378.000 7.000 282,646.00 0145 0132 EMBANK (DENS CONT)(TY D)(CL 3) CY 35,289.000 41,611.000 1.000 41,611.00 0145 0132 ADJ EST QUANTITY TO DATE 41,611.000 1 0150 0132 EMBANK (ORD COMP)(TY C)(CL 3) CY 3,538.000 6,109.700 4.000 24,438.80 0150 0132 ADJ EST QUANTITY TO DATE 6,109.700 0155 0150 BLADING (EROSN CONT) HR 91.000 0.000 50.000 .00 0160 0156 BLDZR WORK (ORD COMP)(TY A) HR 50.000 0.000 50.000 .00 0165 0162 BLOCK SOD (BERMUDA) SY 9,696.000 4,473.260 2.500 11,183.15 0165 0162 ADJ EST QUANTITY TO DATE 4,473.260 0170 0164 STRAW OR HAY MULCH SY 13,042.000 7,925.330 .200 1,585.07 0175 0164 DRILL SEED (PERM)(WARM OR COOL) SY 30,688.000 14,578.880 .100 1,457.89 0180 0166 FERTILIZER (NON-CHEMICAL) AC 10.493 4.669 850.000 3,968.65 0185 0168 VEGETATIVE WATERING MG 672.000 672.000 15.000 10,080.00 0190 0170 IRRIGATION SYSTEM LS 1.000 0.000 43,500.000 .00 0190 0170 ADJ EST QUANTITY TO DATE 0.000 0192 0170*IRRIGATION SYSTEM LS 1.000 0.000 55,030.030 .00 0192 0170 ADJ EST QUANTITY TO DATE 0.000 0193 0170*IRRIGATION SYSTEM LS 1.000 1.000 59,348.920 59,348.92 0195 0192 PLANT MATERIAL (1 GAL) EA 3,594.000 3,739.000 8.000 29,912.00 0200 0192 PLANT MATERIAL (5 GAL) EA 1,228.000 3,217.000 12.000 38,604.00 0200 0192 ADJ EST QUANTITY TO DATE 1,245.000 0205 0192 PLANT MATERIAL (3 GAL) EA 1,445.000 3,187.000 10.000 31,870.00 0205 0192 ADJ EST QUANTITY TO DATE 1,456.000 0210 0192 PLANT MATERIAL (15 GAL) EA 468.000 940.000 75.000 70,500.00 0210 0192 ADJ EST QUANTITY TO DATE 472.000 0215 0192 ROSE (2 GAL) EA 295.000 45.000 13.000 585.00 0220 0192 LIVE OAK (MIN 3 1/2" CAL)(CNTR) EA 4.000 22.000 800.000 17,600.00 0225 0193 PLANT MAINTENANCE MO 12.000 0.000 1,500.000 .00 0225 0193 ADJ EST QUANTITY TO DATE 0.000 0227 0193*PLANT MAINTENANCE MO 12.000 12.000 2,435.360 29,224.32 0230 0193 VEGETATIVE WATERING MG 24.000 0.000 50.000 .00 0235 0193 IRRIGAT SYS OPER AND MAINT MO 12.000 12.000 500.000 6,000.00 0240 0247 FL BS (COMPL IN PLAC)(TY D GR6 CL 4) CY 14,096.000 14,760.900 40.000 590,436.00 0240 0247 ADJ EST QUANTITY TO DATE 14,760.900 0245 0260 LIME TREAT SUBGR (DC)(6 ") SY 89,148.000 89,592.230 1.000 89,592.23 0245 0260 ADJ EST QUANTITY TO DATE 89,592.230 0250 0260 LIME (TY A OR C (DRY)OR(SLY) OR TY B) TON 1,207.600 1,225.291 90.000 110,276.19 0250 0260 ADJ EST QUANTITY TO DATE 1,225.291 0255 0276 CEM TRT BS (STR-O)(TY D1 OR D2)(GR6) 6" SY 93,627.000 100,106.820 4.000 400,427.28 0260 0276 CEM TRT BS (STR-O)(TY D1 OR D2)(GR6)12" SY 3,086.000 7,297.510 8.000 58,380.08 0260 0276 ADJ EST QUANTITY TO DATE 7,297.510 0265 0305 SALV, HAUL & STKPL RCL APH PV (3" AVG) SY 30,716.000 2,203.930 1.000 2,203.93 0265 0305 ADJ EST QUANTITY TO DATE 2,203.930 0270 0305 SALV, HAUL & STKPL RCL APH PV (1"- 2") SY 17,959.000 1,800.000 1.000 1,800.00 0270 0305 ADJ EST QUANTITY TO DATE 1,800.000 1 0275 0345 ASPH STAB BS (GR 4) (BOND BREAKER) TON 5,200.000 5,311.400 30.000 159,342.00 0280 0345 ASPH STAB BS (GR 4A)(10") TON 600.000 590.600 30.000 17,718.00 0285 0345 ASPH STAB BS (GR 4A) (12") TON 7,505.000 5,052.490 30.000 151,574.70 0285 0345 ADJ EST QUANTITY TO DATE 5,052.490 0290 0360 CONC PAV (CONT REINF HY STL)(10") SY 3,203.000 2,953.129 15.000 44,296.94 0310 0360 MONO CURB (6 ") LF 1,446.000 1,151.000 2.000 2,302.00 0330 0360 CONC PAV (CONT REINF HY STL)(13 ") SY 88,804.000 88,856.790 10.000 888,567.90 0330 0360 ADJ EST QUANTITY TO DATE 88,856.790 0350 0400 CEM STABIL BKFL CY 12,567.000 14,615.210 30.000 438,456.30 0350 0400 ADJ EST QUANTITY TO DATE 14,615.210 0355 0400 CEM STAB BKFL (SPL) CY 72.000 72.000 30.000 2,160.00 0360 0402 TRENCH EXCAV PROTECTION LF 11,986.000 9,560.310 1.000 9,560.31 0365 0403 TEMPORARY SPL SHORING SF 135,012.000 96,235.060 5.000 481,175.30 0365 0403 ADJ EST QUANTITY TO DATE 96,235.060 0370 0416 DRILL SHAFT (30 IN) LF 1,872.000 1,556.000 30.000 46,680.00 0375 0416 DRILL SHAFT (36 IN) LF 6,111.000 5,910.000 70.000 413,700.00 0375 0416 ADJ EST QUANTITY TO DATE 5,859.000 0380 0416 DRILL SHAFT (42 IN) LF 2,350.000 2,350.000 80.000 188,000.00 0385 0416 DRILL SHAFT (48 IN) LF 83,925.000 83,505.000 130.000 10,855,650.00 0385 0416 ADJ EST QUANTITY TO DATE 83,505.000 0386 0416*DRILL SHAFT (48 IN) LF 218.000 218.000 434.170 94,649.06 0390 0416 DRILL SHAFT (60 IN) LF 1,976.000 1,976.000 140.000 276,640.00 0395 0416 DRILL SHAFT (72 IN) LF 811.000 811.000 160.000 129,760.00 0396 0416*DRILL SHAFT (NON-REINF)(18 IN) LF 4,000.000 3,840.000 40.000 153,600.00 0397 9012*CREDIT ITEM (NON-PLACEMENT OF P.P.C.) LF 4,000.000 4,000.000 -10.990 -43,960.00 0400 0416 DRILL SHAFT (24 IN)(SIGN MTS) LF 176.000 176.000 160.000 28,160.00 0405 0416 DRILL SHAFT (30 IN)(SIGN MTS) LF 90.000 90.000 180.000 16,200.00 0410 0416 DRILL SHAFT (54 IN)(SIGN MTS) LF 160.000 160.000 250.000 40,000.00 0415 0416 DRILL SHAFT (24 IN) LF 240.000 240.000 60.000 14,400.00 0420 0416 DRILL SHAFT (60 IN)(HIGH MAST POLE) LF 58.000 58.000 290.000 16,820.00 0421 0416*DRILL SHAFT (84 IN) LF 79.000 79.000 294.500 23,265.50 0425 0416 DRILL SHAFT (66 IN)(HIGH MAST POLE) LF 185.000 185.000 350.000 64,750.00 0430 0420 CL C CONC (ABUT) CY 447.900 447.900 300.000 134,370.00 0435 0420 CL C CONC (BENT) CY 67.600 53.100 1,000.000 53,100.00 0435 0420 ADJ EST QUANTITY TO DATE 53.100 0440 0420 CL C CONC (FOOTING) CY 865.700 1,278.000 150.000 191,700.00 0440 0420 ADJ EST QUANTITY TO DATE 1,278.000 0444 0420*CL S CONC (SLAB) CY 1,027.200 1,027.200 492.850 506,255.52 0445 0420 CL S CONC (SLAB) CY 245.100 0.000 500.000 .00 0445 0420 ADJ EST QUANTITY TO DATE 0.000 0446 9013*MODIFY BRIDGE DECK FOR 1 DRAINS (W BD) LS 1.000 1.000 5,200.620 5,200.62 0450 0420 CL F CONC (BENT) CY 1,176.700 1,176.700 450.000 529,515.00 0455 0420 CL C CONC (BUTTRESS) CY 5.000 5.000 2,000.000 10,000.00 0460 0420 CL S CONC (BRIDGE SDWLK) CY 139.200 139.200 250.000 34,800.00 0465 0420 CL C CONC (SIGN COLUMN) CY 62.000 62.000 500.000 31,000.00 0470 0420 CL C CONC (SOUND WALL TERMINAL COULMN) CY 43.000 43.000 1,000.000 43,000.00 0475 0420 CL CO CONC (SLAB) CY 307.700 306.900 400.000 122,760.00 0475 0420 ADJ EST QUANTITY TO DATE 306.900 0480 0420 CL CO CONC (ENCASEMENT) CY 177.000 177.000 500.000 88,500.00 0485 0420 CL A CONC (CURB) CY 21.000 21.000 500.000 10,500.00 0490 0420 CL C CONC (LIGHT FOUND AND CAP) CY 289.340 394.605 1,000.000 394,605.00 0490 0420 ADJ EST QUANTITY TO DATE 394.610 0495 0420 CL C CONC (PLAIN PILASTER) CY 443.000 380.049 600.000 228,029.40 0495 0420 ADJ EST QUANTITY TO DATE 380.050 0500 0422 REINF CONC SLAB (CL S) SF 116,846.000 116,846.000 4.000 467,384.00 0505 0423 RETAINING WALL (MSE)(EXP AGGR) SF 35,801.000 35,801.000 10.000 358,010.00 0510 0423 RETAINING WALL (SOIL NAILED) SF 1,177.000 1,177.000 50.000 58,850.00 0515 0423 RETAINING WALL (PANEL) SF 107,574.000 107,574.000 20.000 2,151,480.00 0520 0425 PRESTR CONC BEAM (TY IV) LF 12,373.130 12,373.140 50.000 618,657.00 0525 0425 PRESTR CONC SLAB BEAM (4SB15) LF 3,692.090 0.000 100.000 .00 0525 0425 ADJ EST QUANTITY TO DATE 0.000 0530 0425 PRESTR CONC SLAB PANEL (6.5 FT X 11 IN) LF 3,668.500 3,669.250 150.000 550,387.50 0530 0425 ADJ EST QUANTITY TO DATE 3,669.250 0535 0426 PRESTRESS (GROUT) MKF 2,524.200 2,524.200 40.000 100,968.00 0540 0426 PRESTRESS (UNGROUT) MKF 1,700.000 1,700.000 40.000 68,000.00 0545 0426 PRESTRESS (UNGROUT)(HANGERS) MKF 255.000 255.000 40.000 10,200.00 0550 0428 CONC SURF TREAT SY 15,460.000 15,460.000 .400 6,184.00 0555 0430 CL S CONC FOR EXT STR (SLAB) SF 11,188.000 11,188.000 10.000 111,880.00 0560 0432 RIPRAP (CONC)(CL B) CY 544.000 1,152.310 110.000 126,754.10 0560 0432 ADJ EST QUANTITY TO DATE 1,152.310 0561 0433*JOINT SEALERS AND FILLERS (CLASS 4) LF 780.000 780.000 31.700 24,726.00 0565 0434 SLIDING ELASTOMERIC BEAR (SE 4) EA 2.000 2.000 1,000.000 2,000.00 0570 0435 ELASTOMERIC BEAR (IE 6) EA 48.000 48.000 1,000.000 48,000.00 0575 0435 ELASTOMERIC BEAR (1.5 IN PLAIN) EA 152.000 152.000 150.000 22,800.00 0580 0439 SLAB REPAIR (TY 2) SY 17.000 28.110 1,000.000 28,110.00 0580 0439 ADJ EST QUANTITY TO DATE 28.110 0585 0442 STRUCT STL-HYC LB 41,800.000 41,800.000 .700 29,260.00 0590 0442 STRUCT STL-HS LB 3,806,700.000 3,806,700.000 .500 1,903,350.00 0595 0442 STRUCT STL-HYC (BUTTRESS) LB 16,000.000 16,000.000 4.000 64,000.00 0597 0442*STR STL (MISC) LB 89,242.000 89,242.000 .500 44,621.00 0600 0442 STRUCT STL-HYC (FINAL & BASE) LB 6,008.000 6,008.000 4.000 24,032.00 0605 0442 STRUCT STL-HYC (ARCH RIB 1 CAP) LB 48,612.800 67,229.200 4.000 268,916.80 0605 0442 ADJ EST QUANTITY TO DATE 67,229.200 0610 0442 STR STL (ARMOR JOINT)(WITH SEAL) LB 1,100.000 1,100.000 4.000 4,400.00 0615 0444 SIGN & BRACKET EA 6.000 2.000 1,000.000 2,000.00 0617 0450*RAIL (TY T501)(RETROFIT) LF 312.000 312.000 89.920 28,055.04 0618 0450*RAIL (TY T501)(RETROFIT) LF 440.000 440.000 101.460 44,642.40 0620 0450 RAIL (TY T501) LF 18,677.790 17,617.700 10.000 176,177.00 0621 9013*BLOCK DRAIN OPENINGS (RAIL) LS 1.000 1.000 6,172.020 6,172.02 0625 0450 RAIL (HANDRAIL) LF 525.000 464.000 40.000 18,560.00 0627 0452*REMOV RAIL (METAL RAIL ELEMENTS ONLY) LF 312.000 312.000 3.400 1,060.80 0630 0454 SEALED EXPANSION JOINTS (4 IN) LF 829.000 829.000 50.000 41,450.00 0632 0454*SEALED EXPANSION JOINTS (4 IN) LF 50.000 50.000 110.900 5,545.00 0635 0462 CONC BOX SEWER (5 FT X 5 FT) LF 868.000 868.000 300.000 260,400.00 0640 0462 CONC BOX SEWER (6 FT X 6 FT) LF 811.000 811.000 400.000 324,400.00 0645 0462 CONC BOX SEWER (3 FT X 6 FT) LF 1,268.000 1,450.000 350.000 507,500.00 0650 0464 RC PIPE (CL III)(18 ") LF 1,181.000 1,180.200 35.000 41,307.00 0650 0464 ADJ EST QUANTITY TO DATE 1,180.200 0655 0464 RC PIPE (CL III)(24 ") LF 3,604.000 3,696.000 40.000 147,840.00 0655 0464 ADJ EST QUANTITY TO DATE 3,696.000 0660 0464 RC PIPE (CL III)(30 IN) LF 700.000 710.000 45.000 31,950.00 0660 0464 ADJ EST QUANTITY TO DATE 710.000 0665 0464 RC PIPE (CL III)(36 IN) LF 825.000 845.000 65.000 54,925.00 0665 0464 ADJ EST QUANTITY TO DATE 845.000 0670 0464 RC PIPE (CL III)(42 IN) LF 1,912.000 1,912.000 85.000 162,520.00 0675 0465 INLET (COMPL)(TY C) EA 8.000 9.000 3,000.000 27,000.00 0680 0465 MANH (COMPL)(TY A) EA 11.000 6.000 3,000.000 18,000.00 0680 0465 ADJ EST QUANTITY TO DATE 6.000 0685 0465 INLET (COMPL)(TY AD) EA 10.000 24.000 3,000.000 72,000.00 0690 0465 INLET (COMPL)(TY AAD) EA 63.000 62.000 3,000.000 186,000.00 0695 0465 MANH (COMPL)(JCT BOX)(8 FT X 8 FT) EA 4.000 4.000 3,000.000 12,000.00 0700 0465 MANH (COMPL)(SPL A)(3' X 6') EA 5.000 5.000 15,000.000 75,000.00 0705 0465 MANH (COMPL)(SPL B)(15' X 9') EA 1.000 1.000 10,000.000 10,000.00 0710 0465 MANH (COMPL)(SPL C)(8' X 8') EA 1.000 1.000 50,000.000 50,000.00 0715 0465 MANH (COMPL)(JCT BOX)(SPL D) EA 2.000 2.000 40,000.000 80,000.00 0716 0471*GRATE & FRAME (BRIDGE DRAIN) EA 4.000 2.000 2,000.000 4,000.00 0717 0467*SAFE END TRT (TY II)(18 IN)(RCP)(3:1) EA 2.000 2.000 715.000 1,430.00 0720 0476 JACK OR BOR PIPE (48 IN)(RC)(CL IV) LF 639.000 654.000 400.000 261,600.00 0720 0476 ADJ EST QUANTITY TO DATE 654.000 0725 0476 JACK OR BOR PIPE (60 IN)(RC)(CL IV) LF 624.000 639.000 600.000 383,400.00 0725 0476 ADJ EST QUANTITY TO DATE 639.000 0730 0479 ADJ INLETS EA 3.000 3.000 2,000.000 6,000.00 0735 0479 ADJ MANH (CAP) EA 5.000 2.000 300.000 600.00 1 0738 0481*PVC PIPE (SDR-35)(6 IN) LF 159.000 159.000 52.170 8,295.03 0739 0481*PVC PIPE (SCH 40)(6 IN) LF 400.000 0.000 52.170 .00 0740 0481 PVC PIPE (SCH 40)(8 IN) LF 1,284.000 318.000 25.000 7,950.00 0740 0481 ADJ EST QUANTITY TO DATE 318.000 0745 0496 REMOV OLD STR (LARGE) EA 3.000 3.000 90,000.000 270,000.00 0750 0496 REMOV OLD STR (SMALL) EA 1.000 1.000 20,000.000 20,000.00 0755 0496 REMOV OLD STR (PIPE) LF 4,367.000 4,368.000 5.000 21,840.00 0760 0496 REMOV OLD STR (SMALL)(INLET) EA 40.000 33.000 300.000 9,900.00 0765 0496 REMOV OLD STR (SMALL)(MANHOLE) EA 13.000 13.000 300.000 3,900.00 0770 0496 REMOV OLD STR (LARGE)(SPL) EA 2.000 2.000 300,000.000 600,000.00 0775 0496 REMOVE OLD STR (SMALL)(MTL GATE & POLE) EA 2.000 0.000 500.000 .00 0780 0497 SALV MATRL (CREDIT ITEM) LS 1.000 0.000 -1.000 .00 0785 0500 MOBILIZATION LS 1.000 1.000 7,000,000.000 7,000,000.00 0786 9011*ADDL MOB, DEMOB (GARROT TURN) LS 1.000 1.000 1,879.370 1,879.37 0787 9010*ADDL SURVEY (GARROT TURN) LS 1.000 1.000 1,670.920 1,670.92 0788 0500*MOBILIZATION LS 1.000 1.000 18,864.840 18,864.84 0790 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 45.000 45.000 5,000.000 225,000.00 0791 9009*ADDL TRAF CTRL (GARROT TURN) LS 1.000 1.000 2,570.240 2,570.24 0792 9009*ADDL TRAF CTRL (TREE TRIMMING) LS 1.000 1.000 4,772.250 4,772.25 0793 9013*ADDL TRAF CTRL (REV DECK DRAINS) LS 1.000 1.000 2,570.240 2,570.24 0794 0502*BARRICADES, SIGNS AND TRAF HANDLE MO 1.000 1.000 13,068.730 13,068.73 0795 0512 PORT CONC TRAF BAR (FURN & INSTL) LF 10,183.000 0.000 7.000 .00 0795 0512 ADJ EST QUANTITY TO DATE 0.000 0800 0512 PORT CONC TRAF BAR(STKPL,INSTL & RETRN) LF 16,750.000 24,304.000 10.000 243,040.00 0800 0512 ADJ EST QUANTITY TO DATE 24,304.000 0805 0512 PORT CONC TRAF BAR (MOVE & RESET) LF 36,310.000 13,620.000 2.000 27,240.00 0805 0512 ADJ EST QUANTITY TO DATE 13,620.000 0810 0512 PORT CTB (LOW PRF)(STKPL,INSTL & RETRN) LF 240.000 340.000 7.000 2,380.00 0810 0512 ADJ EST QUANTITY TO DATE 2,240.000 0815 0512 PORT CTB (LOW PRF)(MOVE & RESET) LF 480.000 180.000 3.000 540.00 0817 0512*PORT CONC TRF BAR (LOW PRF TY 1)(REMOV) LF 580.000 580.000 7.000 4,060.00 0820 0514 PERM CONC TRAF BARRIER (SPL) LF 210.000 187.160 75.000 14,037.00 0822 0514*PERM CONC TRAF BARRIER (TY 2) LF 14,187.000 14,187.000 30.000 425,610.00 0825 0514 PERM CONC TRAF BARRIER (TY 1) LF 750.000 2,343.000 30.000 70,290.00 0830 0529 CONC CURB (DOWEL)(6 ") LF 590.000 793.000 5.000 3,965.00 0835 0530 DRVWYS (CONC)(6 ") SY 536.000 293.710 25.000 7,342.75 1 0840 0531 CONCRETE SIDEWALK (WHEELCHAIR RAMP) SY 83.000 48.440 150.000 7,266.00 0845 0531 CONCRETE SIDEWALK (4 ") SY 598.000 420.080 29.000 12,182.32 0850 0540 MTL BEAM GD FEN (12 GA)(TIM POST) LF 4,205.000 3,404.000 15.000 51,060.00 0850 0540 ADJ EST QUANTITY TO DATE 3,404.000 0855 0540 TERM ANCHOR SECT (INSTALL ONLY) EA 11.000 0.000 300.000 .00 0860 0542 REMOV METAL BEAM GUARD FENCE LF 337.000 785.000 2.000 1,570.00 0865 0550 CHAIN LINK SECURITY FENCE (6 ') LF 2,455.000 724.000 10.000 7,240.00 0865 0550 ADJ EST QUANTITY TO DATE 724.000 0866 0550*CHAIN LINK FENCE (5'7") LF 1,290.000 940.000 123.440 116,033.60 0867 9001*VEHICULAR GATE (DOUBLE) (5'7"X12') EA 4.000 4.000 2,806.550 11,226.20 0868 9002*PEDESTRIAN GATE (SINGLE) (3'X5'7") EA 4.000 5.000 1,544.050 7,720.25 0870 0550 VEHICULAR GATE (DOUBLE)(6' X 16') EA 1.000 1.000 500.000 500.00 0875 0550 CHAIN LINK FENCE (REMOVE) LF 3,870.000 7,336.000 2.000 14,672.00 0880 0550 VEHICULAR GATE (DOUBLE)(6 FT X 20 FT) EA 13.000 14.000 1,000.000 14,000.00 0882 0550*VEHICLE GATE (SINGLE)(6' X 12') EA 1.000 1.000 424.200 424.20 0883 9028*GATE (CLOSING ENTRANCE-RAMP) EA 1.000 1.000 673.730 673.73 0885 0550 CHAIN LINK FENCE (8') LF 4,280.000 7,336.000 8.000 58,688.00 0890 0556 PIPE UNDDR (TY 5, 6, 7, OR 8)(8") LF 6,685.000 6,902.750 15.000 103,541.25 0895 0610 RDWY ILL AM U/P(TY SPL-CO)(.15KW)S(TY1) EA 19.000 19.000 1,200.000 22,800.00 0895 0610 ADJ EST QUANTITY TO DATE 19.000 0900 0610 RDWY ILL ASSEM (TY A)(POLE MOUNT LUM) EA 37.000 35.000 1,400.000 49,000.00 0905 0611 REMOV RDWY ILL ASSEM EA 23.000 23.000 270.000 6,210.00 0910 0611 REMOV RDWY ILL ASSEM (U/P) EA 14.000 8.000 110.000 880.00 0915 0613 HIGH MAST ILL POLE (125 FT) (100 MPH) EA 1.000 1.000 13,000.000 13,000.00 0920 0613 HIGH MAST ILL POLE (150 FT) (100 MPH) EA 1.000 1.000 21,000.000 21,000.00 0925 0613 HIGH MAST ILL POLE (175 FT) (100 MPH) EA 5.000 5.000 26,000.000 130,000.00 0930 0614 HI MST ILL ASM (12-400 WATT)(ASYM)(TYB) EA 7.000 7.000 13,000.000 91,000.00 0935 0618 CONDUIT (RM)(1 ") LF 2,989.000 2,989.000 7.600 22,716.40 0940 0618 CONDUIT (RM)(2 ") LF 50.000 280.000 8.000 2,240.00 0945 0618 CONDUIT (RM)(3 ") LF 8,120.000 9,229.000 16.000 147,664.00 0950 0618 CONDUIT (RM)(6 ") LF 300.000 210.000 25.000 5,250.00 0955 0618 CONDUIT (PVC)(SCHD 40)(3 ") LF 30,260.000 30,260.400 6.000 181,562.40 0955 0618 ADJ EST QUANTITY TO DATE 30,260.400 0960 0618 CONDUIT (PVC)(SCHD 80)(1 1/4") LF 524.000 524.000 4.000 2,096.00 1 0965 0618 CONDUIT (PVC)(SCHD 80)(2 ") LF 9,346.000 11,009.000 5.500 60,549.50 0966 0618*CONDUIT (PVC)(SCHD 80)(2 ") LF 100.000 100.000 5.010 501.00 0970 0618 CONDUIT (PVC)(SCHD 80)(3 ") LF 740.000 740.000 7.500 5,550.00 0975 0618 CONDUIT (RM)(2 ")(PUSH-BORE) LF 60.000 0.000 14.000 .00 0980 0618 CONDUIT (RM)(3 ")(PUSH-BORE) LF 125.000 0.000 19.000 .00 0985 0618 CONDUIT (PVC)(SCHD 80)(2 ")(BORE) LF 280.000 1,119.000 20.000 22,380.00 0990 0618 CONDUIT (PVC)(SCHD 80)(3 ")(BORE) LF 240.000 240.000 26.000 6,240.00 0995 0620 ELEC CONDUCTOR (NO. 10) BARE LF 2,125.000 2,125.000 .750 1,593.75 1000 0620 ELEC CONDUCTOR (NO. 8) BARE LF 9,531.000 11,408.000 .550 6,274.40 1005 0620 ELEC CONDUCTOR (NO. 6) BARE LF 845.000 854.000 .650 555.10 1005 0620 ADJ EST QUANTITY TO DATE 854.000 1010 0620 ELEC CONDUCTOR (NO. 12) INSULATED LF 1,080.000 1,080.000 .550 594.00 1015 0620 ELEC CONDUCTOR (NO. 10) INSULATED LF 4,250.000 4,250.000 1.050 4,462.50 1020 0620 ELEC CONDUCTOR (NO. 8) INSULATED LF 15,673.000 19,376.000 .600 11,625.60 1025 0620 ELEC CONDUCTOR (NO. 6) INSULATED LF 3,884.000 3,884.000 .650 2,524.60 1030 0620 ELEC CONDUCTOR (NO. 4) INSULATED LF 1,340.000 1,080.000 .750 810.00 1035 0624 GROUND BOX TY D (162922) W/APRON EA 41.000 41.000 600.000 24,600.00 1040 0624 GROUND BOX TY 2 EA 15.000 15.000 900.000 13,500.00 1045 0628 ELEC SERV TYD(120/240)070(NS)SS(E)SP(O EA 2.000 0.000 3,400.000 .00 1045 0628 ADJ EST QUANTITY TO DATE 0.000 1050 0628 ELEC SERV TYA(240/480)060(SS)SS(E)GC(U EA 4.000 1.000 4,400.000 4,400.00 1050 0628 ADJ EST QUANTITY TO DATE 1.000 1051 0628*ELEC SERV TYA(240/480)060(SS)SS(E)GC(U EA 3.000 3.000 4,549.470 13,648.41 1055 0628 ELEC SERV TYA(240/480)100(SS)SS(E)GC(U EA 2.000 2.000 5,100.000 10,200.00 1060 0628 ELEC SERV TYA(120/240)060(NS)SS(E)GC(U EA 1.000 0.000 5,100.000 .00 1060 0628 ADJ EST QUANTITY TO DATE 0.000 1061 0628*ELEC SERV TYA(120/240)060(NS)SS(E)GC(U EA 1.000 1.000 5,249.470 5,249.47 1065 0628 ELC SRV TY D(120/240)070 (NS)SS(N)SP(O) EA 2.000 0.000 3,400.000 .00 1070 0629 REMOV SERV POLE EA 3.000 2.000 300.000 600.00 1075 0634 PLYWOOD SIGNS (TY A) SF 60.000 60.000 25.000 1,500.00 1077 0634*PLYWOOD SIGNS (TY A) SF 110.000 110.000 18.620 2,048.20 1080 0636 ALUM SIGNS (TY A) SF 52.000 48.500 40.000 1,940.00 1080 0636 ADJ EST QUANTITY TO DATE 62.000 1085 0639 REVISING GUIDE SIGN MESSAGES EA 2.000 5.000 500.000 2,500.00 1085 0639 ADJ EST QUANTITY TO DATE 5.000 1090 0642 ALUM SIGNS (TY O) SF 4,188.250 4,278.250 17.000 72,730.25 1 1090 0642 ADJ EST QUANTITY TO DATE 4,278.250 1095 0644 SMALL RDSD SGN ASSM (TY A) EA 12.000 11.000 270.000 2,970.00 1097 0644*SMALL RDSD SGN ASSM (TY A-1) EA 3.000 3.000 260.000 780.00 1100 0644 SMALL RDSD SGN ASSM (TY D-1) EA 1.000 1.000 280.000 280.00 1105 0644 SMALL RDSD SGN ASSM (TY D-2) EA 3.000 2.000 460.000 920.00 1105 0644 ADJ EST QUANTITY TO DATE 4.000 1110 0644 SMALL RDSD SGN ASSM (TY F) EA 14.000 13.000 430.000 5,590.00 1115 0649 REMOV SMALL RDSD SGN ASSMS EA 3.000 5.000 75.000 375.00 1115 0649 ADJ EST QUANTITY TO DATE 5.000 1120 0650 OVHD SGN SUPT (130 FT BRDG)(21.0 HT) EA 1.000 1.000 35,000.000 35,000.00 1125 0650 OVHD SGN SUPT (60 FT COMBN)(21.0 HT) EA 1.000 2.000 24,000.000 48,000.00 1130 0650 OVHD SGN SUPT (90 FT COMBN)(21.0 HT) EA 1.000 1.000 28,000.000 28,000.00 1135 0650 OVHD SIGN SUPT (25 FT BRIDGE)(21FT HT) EA 1.000 1.000 10,000.000 10,000.00 1140 0650 OVHD SGN SUPT (201 FT BRDGE)(21.0FT) EA 2.000 0.000 45,000.000 .00 1140 0650 ADJ EST QUANTITY TO DATE 0.000 1142 0650*OVHD SGN SUPT (201 FT BRDGE)(21.0FT) EA 2.000 2.000 137,634.800 275,269.60 1145 0651 REMOV OVHD SIGN SUPPORTS EA 3.000 3.000 3,500.000 10,500.00 1150 0656 FND FOR TRAF SIG (24 IN DRIL SHFT) LF 22.800 22.800 85.000 1,938.00 1155 0656 FND FOR TRAF SIG (TY A)(36IN DR SH) LF 39.600 26.400 145.000 3,828.00 1155 0656 ADJ EST QUANTITY TO DATE 26.400 1160 0656 FND FOR TRAF SIG (TY B)(36IN DR SH) LF 30.400 15.200 145.000 2,204.00 1160 0656 ADJ EST QUANTITY TO DATE 15.200 1165 0658 DEL ASM TY C (CL A) (D-SY) BI-DIR EA 169.000 0.000 25.000 .00 1170 0658 OBJ MRK ASM TY 1 (OM-1R) EA 2.000 0.000 60.000 .00 1175 0658 OBJ MRK ASM TY 2 (OM-2VP)(A) EA 1.000 0.000 40.000 .00 1177 0658*OBJ MRK ASM TY 4 (OM-4R) EA 30.000 34.000 79.320 2,696.88 1177 0658 ADJ EST QUANTITY TO DATE 34.000 1180 0662 WRK ZN PAV MRK REMOV (W) (4") (SLD) LF 21,320.000 59,621.000 .850 50,677.85 1185 0662 WRK ZN PAV MRK REMOV (W) (4") (DOT) LF 493.000 1,280.000 1.700 2,176.00 1190 0662 WRK ZN PAV MRK REMOV (W) (ARROW) EA 5.000 11.000 260.000 2,860.00 1195 0662 WRK ZN PAV MRK REMOV (W) (DBL ARROW) EA 2.000 0.000 380.000 .00 1200 0662 WRK ZN PAV MRK REMOV (Y) (4") (SLD) LF 6,100.000 28,836.000 .950 27,394.20 1205 0662 WRK ZN PAV MRK REMOV (CL B) TY I-A EA 3,140.000 2,368.000 4.500 10,656.00 1210 0662 WRK ZN PAV MRK REMOV (CL B) TY I-C EA 2,605.000 2,548.000 4.500 11,466.00 1 1215 0662 WRK ZN PAV MRK REMOV (CL B) TY II-C-R EA 2,665.000 2,977.000 4.500 13,396.50 1220 0662 WRK ZN PAV MRK REMOV (CL C) TY W EA 15,135.000 8,727.000 4.500 39,271.50 1220 0662 ADJ EST QUANTITY TO DATE 8,727.000 1225 0662 WRK ZN PAV MRK REMOV (CL C) TY Y EA 8,920.000 2,922.000 4.500 13,149.00 1225 0662 ADJ EST QUANTITY TO DATE 2,922.000 1230 0666 REFL PAV MRK TY I (W) (4") (SLD) LF 22,387.000 2,561.000 .300 768.30 1230 0666 ADJ EST QUANTITY TO DATE 2,561.000 1235 0666 REFL PAV MRK TY I (W) (4") (BRK) LF 19,795.000 770.000 .350 269.50 1235 0666 ADJ EST QUANTITY TO DATE 770.000 1240 0666 REFL PAV MRK TY I (W) (4") (DOT) LF 100.000 120.000 1.500 180.00 1240 0666 ADJ EST QUANTITY TO DATE 120.000 1245 0666 REFL PAV MRK TY I (W) (8") (SLD) LF 455.000 80.000 .850 68.00 1245 0666 ADJ EST QUANTITY TO DATE 80.000 1250 0666 REFL PAV MRK TY I (W) (12") (SLD) LF 4,433.000 815.000 3.000 2,445.00 1250 0666 ADJ EST QUANTITY TO DATE 409.000 1255 0666 REFL PAV MRK TY I (W) (12") (LNDP) LF 428.000 993.000 3.000 2,979.00 1255 0666 ADJ EST QUANTITY TO DATE 993.000 1260 0666 REFL PAV MRK TY I (W) (24") (SLD) LF 144.000 145.000 6.000 870.00 1260 0666 ADJ EST QUANTITY TO DATE 46.000 1265 0666 REFL PAV MRK TY I (W) (ARROW) EA 13.000 5.000 90.000 450.00 1265 0666 ADJ EST QUANTITY TO DATE 5.000 1270 0666 REFL PAV MRK TY I (W) (DBL ARROW) EA 3.000 0.000 110.000 .00 1270 0666 ADJ EST QUANTITY TO DATE 0.000 1275 0666 REFL PAV MRK TY I (W) (WORD) EA 11.000 13.000 100.000 1,300.00 1275 0666 ADJ EST QUANTITY TO DATE 13.000 1277 0666*REFL PAV MRK TY I (W) (SYMBOL) EA 3.000 3.000 60.450 181.35 1280 0666 REFL PAV MRK TY I (W) (ENTR GORE) EA 3.000 1.000 650.000 650.00 1280 0666 ADJ EST QUANTITY TO DATE 1.000 1285 0666 REFL PAV MRK TY I (W) (EXIT GORE) EA 4.000 1.000 850.000 850.00 1285 0666 ADJ EST QUANTITY TO DATE 1.000 1290 0666 REFL PAV MRK TY I (Y) (4") (SLD) LF 22,429.000 2,179.000 .300 653.70 1290 0666 ADJ EST QUANTITY TO DATE 2,179.000 1295 0666 REFL PAV MRK TY II (W) (4") (SLD) LF 21,267.000 2,641.000 .100 264.10 1295 0666 ADJ EST QUANTITY TO DATE 2,641.000 1 1300 0666 REFL PAV MRK TY II (W) (4") (BRK) LF 8,515.000 800.000 .100 80.00 1300 0666 ADJ EST QUANTITY TO DATE 800.000 1305 0666 REFL PAV MRK TY II (W) (4") (DOT) LF 100.000 0.000 .550 .00 1305 0666 ADJ EST QUANTITY TO DATE 0.000 1310 0666 REFL PAV MRK TY II (W) (8") (SLD) LF 235.000 317.000 .500 158.50 1310 0666 ADJ EST QUANTITY TO DATE 317.000 1315 0666 REFL PAV MRK TY II (W) (12") (SLD) LF 4,433.000 815.000 1.050 855.75 1315 0666 ADJ EST QUANTITY TO DATE 409.000 1320 0666 REFL PAV MRK TY II (W) (12") (LNDP) LF 428.000 399.000 .700 279.30 1320 0666 ADJ EST QUANTITY TO DATE 399.000 1325 0666 REFL PAV MRK TY II (W) (24") (SLD) LF 144.000 370.000 2.100 777.00 1325 0666 ADJ EST QUANTITY TO DATE 273.000 1330 0666 REFL PAV MRK TY II (W) (ARROW) EA 13.000 15.000 25.000 375.00 1330 0666 ADJ EST QUANTITY TO DATE 15.000 1335 0666 REFL PAV MRK TY II (W) (DBL ARROW) EA 3.000 1.000 30.000 30.00 1335 0666 ADJ EST QUANTITY TO DATE 1.000 1340 0666 REFL PAV MRK TY II (W) (WORD) EA 11.000 14.000 30.000 420.00 1342 0666*REFL PAV MRK TY II (W) (SYMBOL) EA 3.000 3.000 23.330 69.99 1345 0666 REFL PAV MRK TY II (W) (ENTR GORE) EA 3.000 1.000 200.000 200.00 1345 0666 ADJ EST QUANTITY TO DATE 1.000 1350 0666 REFL PAV MRK TY II (W) (EXIT GORE) EA 4.000 1.000 260.000 260.00 1350 0666 ADJ EST QUANTITY TO DATE 1.000 1355 0666 REFL PAV MRK TY II (Y) (4") (SLD) LF 21,749.000 2,179.000 .150 326.85 1355 0666 ADJ EST QUANTITY TO DATE 2,179.000 1360 0666 REFL PAV MRK TY II (Y) (MED NOSE) EA 2.000 2.000 60.000 120.00 1365 0668 PREFAB PAV MRK TY B (W) (4") (SLD) LF 2,890.000 0.000 5.000 .00 1365 0668 ADJ EST QUANTITY TO DATE 0.000 1370 0668 PREFAB PAV MRK TY B (Y) (4") (SLD) LF 1,830.000 0.000 5.000 .00 1370 0668 ADJ EST QUANTITY TO DATE 0.000 1372 0672*RAIS PAV MRKR CL A (JIGGLE) TY W EA 22.000 22.000 14.850 326.70 1375 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 324.000 0.000 7.000 .00 1380 0672 RAIS PAV MRKR CL B (REFL) TY II-A-A(HV) EA 62.000 86.000 3.500 301.00 1 1385 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R(HV) EA 1,280.000 4,289.000 4.000 17,156.00 1385 0672 ADJ EST QUANTITY TO DATE 1,350.000 1390 0677 ELIM EXT PAV MRK & MRKR (4") LF 111,455.000 39,219.000 .250 9,804.75 1390 0677 ADJ EST QUANTITY TO DATE 35,659.000 1391 0677*ELIM EXT PAV MRK & MRKR (ENTR GORE) EA 1.000 2.000 238.610 477.22 1392 0677*ELIM EXT PAV MRK & MRKR (6") LF 1,803.000 1,955.000 .320 625.60 1392 0677 ADJ EST QUANTITY TO DATE 2,848.000 1393 0677*ELIM EXT PAV MRK & MRKR (8") LF 1,030.000 538.000 .450 242.10 1394 0677*ELIM EXT PAV MRK & MRKR (12") LF 300.000 671.000 .750 503.25 1395 0677 ELIM EXT PAV MRK & MRKR (RAIS PAV MRKR) EA 626.000 5,824.000 1.000 5,824.00 1397 0677*ELIM EXT PAV MRK & MRKR (DBL ARROW) EA 1.000 1.000 58.330 58.33 1400 0678 PAV SURF PREP FOR MRKS (4") LF 123,200.000 5,460.000 .020 109.20 1400 0678 ADJ EST QUANTITY TO DATE 5,460.000 1405 0678 PAV SURF PREP FOR MRKS (ARROW) EA 5.000 8.000 15.000 120.00 1410 0678 PAV SURF PREP FOR MRKS (WORD) EA 2.000 8.000 15.000 120.00 1415 0678 PAV SURF PREP FOR MRKS (MED NOSE) EA 2.000 0.000 15.000 .00 1420 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(4") LF 54,196.000 5,460.000 .150 819.00 1420 0678 ADJ EST QUANTITY TO DATE 5,460.000 1423 0678*PAV SURF PREP FOR MRKS (BLAST CLN)(6") LF 114,788.000 117,047.000 .230 26,920.81 1423 0678 ADJ EST QUANTITY TO DATE 117,047.000 1425 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(8") LF 235.000 828.000 .350 289.80 1425 0678 ADJ EST QUANTITY TO DATE 1,265.000 1430 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(12") LF 4,861.000 8,574.000 .500 4,287.00 1430 0678 ADJ EST QUANTITY TO DATE 5,171.000 1435 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(24") LF 144.000 350.000 .850 297.50 1440 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(ARW) EA 15.000 10.000 20.000 200.00 1445 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(WRD) EA 11.000 10.000 25.000 250.00 1447 0678*PAV SURF PREP FOR MRKS (BLAST CLN)(SYM) EA 16.000 16.000 21.210 339.36 1450 0678 PAV SURF PREP FOR MKS(BLST CLN)ENT GORE EA 3.000 8.000 120.000 960.00 1455 0678 PAV SURF PREP FOR MKS(BLST CLN)EXT GORE EA 4.000 5.000 140.000 700.00 1460 0678 PAV SURF PREP FOR MKS(BLST CLN)DBL ARW EA 1.000 2.000 35.000 70.00 1465 0680 INSTAL OF HWY TRAF SIG 1 (ISOLATED) EA 2.000 2.000 10,000.000 20,000.00 1470 0681 TEMP TRAF SIGNALS FOR CONSTRUCTION EA 1.000 0.000 20,000.000 .00 1470 0681 ADJ EST QUANTITY TO DATE 0.000 1475 0682 VEH SIG SEC (12 IN) EA 44.000 44.000 130.000 5,720.00 1480 0682 PED SIG SEC (2 INDICATIONS IN 1 SEC) EA 14.000 14.000 360.000 5,040.00 1481 9006*PEDESTRIAN SIGNAL POLE LS 1.000 1.000 6,686.610 6,686.61 1482 9028*PEDESTRIAN SIGNAL (MAIN ST INTX) LS 1.000 1.000 21,442.390 21,442.39 1485 0682 BACK PLATE (3 SEC)(12 IN) EA 12.000 12.000 60.000 720.00 1490 0682 BACK PLATE (4 SEC)(12 IN) EA 2.000 2.000 70.000 140.00 1495 0684 TRAF SIG CBL (TY C)(2 CONDR)(14 AWG) LF 1,696.000 3,237.000 .950 3,075.15 1500 0684 TRAF SIG CBL (TY A)(7 CONDR)(14 AWG) LF 3,716.000 3,080.000 1.350 4,158.00 1505 0686 TRAF SIG POLE ASM (STL)1 ARM(28 FT) EA 1.000 1.000 3,200.000 3,200.00 1510 0686 TRAF SIG POLE ASM (STL)1 ARM(36 FT) EA 2.000 1.000 4,200.000 4,200.00 1510 0686 ADJ EST QUANTITY TO DATE 0.000 1515 0686 TRAF SIG POLE ASM (STL)1 ARM(44 FT) EA 2.000 1.000 4,200.000 4,200.00 1520 0688 PED DETECT (PUSH BTN) EA 14.000 14.000 100.000 1,400.00 1525 0688 VEH DETECT (SAWCUT) LF 2,639.000 2,560.000 8.000 20,480.00 1530 1000 PLANTING BED PREP (TYPE III) SF 89,445.000 74,233.480 .150 11,135.02 1530 1000 ADJ EST QUANTITY TO DATE 74,233.480 1535 1027 COMPOST MANF TPSL(PB)(CLASS 3) CY 784.000 2,634.840 30.000 79,045.20 1535 1027 ADJ EST QUANTITY TO DATE 786.000 1540 1027 GENERAL USE COMPOST (CLASS 3) CY 1,125.000 907.300 30.000 27,219.00 1540 1027 ADJ EST QUANTITY TO DATE 907.300 1545 1027 EROSION CONTROL COMPOST (CLASS 3) CY 1,161.000 907.300 30.000 27,219.00 1545 1027 ADJ EST QUANTITY TO DATE 907.300 1550 1034 FILTER BERM COMPOST LF 40.000 0.000 10.000 .00 1550 1034 ADJ EST QUANTITY TO DATE 0.000 1555 1042 TREE PROTECTION (TREATMENT) EA 13.000 0.000 200.000 .00 1560 3113 FAST TRACK CONC (CONT REINF HY STL)13" SY 100.000 105.600 50.000 5,280.00 1565 3146 HOT MIX (TY C)(SURF)(PG 76-22L) TON 2,303.000 2,587.845 35.000 90,574.58 1565 3146 ADJ EST QUANTITY TO DATE 2,525.000 1570 3296 WIDE FLANGE TERMINAL ANCHORAGE SYSTEM LF 128.000 187.820 250.000 46,955.00 1570 3296 ADJ EST QUANTITY TO DATE 187.820 1575 4302 PENETRA CONC SURF TREAT (CLASS I) SY 1,002.000 1,002.000 3.000 3,006.00 1580 4526 INTERLOCKING ART CONCRETE BLOCKS(4"-6") SF 157,259.000 157,259.000 2.000 314,518.00 1 1585 4757 HLMR BEARING (F-1500) EA 6.000 6.000 4,000.000 24,000.00 1590 4757 HLMR BEARING (GE-1500) EA 6.000 6.000 4,000.000 24,000.00 1595 4779 AUTOMATIC PUMPING STATION LS 1.000 0.000 9,155,000.000 .00 1595 4779 ADJ EST QUANTITY TO DATE 0.000 1596 4779*AUTOMATIC PUMPING STATION LS 1.000 0.000 9,198,077.510 .00 1596 4779 ADJ EST QUANTITY TO DATE 0.000 1597 4779*AUTOMATIC PUMPING STATION LS 1.000 1.000 9,203,830.720 9,203,830.72 1598 9028*SUBMERSIBLE PUMP (INSTALLED) EA 2.000 2.000 12,198.990 24,397.98 1599 9028*SUBMERSIBLE PUMP (SPARE) EA 1.000 1.000 6,292.300 6,292.30 1600 4780 FLAP GATE VALVE (24 IN) EA 13.000 13.000 4,000.000 52,000.00 1605 4781 SOIL NAIL ANCHOR LF 3,822.000 3,822.000 15.000 57,330.00 1610 4783 JACK OR BORE BOX CULV (3 FT X 6 FT) LF 180.000 180.000 700.000 126,000.00 1615 4800 TEMPORARY EARTH WALLS SF 20,640.000 17,134.530 6.000 102,807.18 1615 4800 ADJ EST QUANTITY TO DATE 17,134.530 1620 5005 ROCK FILTER DAMS (TY 2) LF 240.000 0.000 20.000 .00 1625 5005 ROCK FILTER DAMS (REMOV & REPLAC)(TY 2) LF 240.000 0.000 25.000 .00 1630 5005 ROCK FILTER DAMS (REMOV)(TY 2) LF 240.000 0.000 5.000 .00 1635 5005 ROCK FILTER DAMS (TY 3) LF 105.000 0.000 20.000 .00 1640 5005 ROCK FILTER DAMS (REMOV & REPLAC)(TY 3) LF 105.000 0.000 25.000 .00 1645 5005 ROCK FILTER DAMS (REMOV)(TY 3) LF 105.000 0.000 5.000 .00 1650 5010 CONSTRUCT EXIT (TY 1) SY 775.000 783.100 20.000 15,662.00 1650 5010 ADJ EST QUANTITY TO DATE 783.100 1655 5010 CONSTRUCT EXIT (REMOV & REPLAC)(TY 1) SY 775.000 88.890 25.000 2,222.25 1655 5010 ADJ EST QUANTITY TO DATE 88.890 1660 5010 CONSTRUCT EXIT (REMOV)(TY 1) SY 775.000 783.100 5.000 3,915.50 1665 5012 EARTHWORK (EROSN CONT)(CL 2) CY 150.000 0.000 15.000 .00 1670 5246 SOUND WALL (12 FT) LF 6,194.370 6,194.370 200.000 1,238,874.00 1672 5046*LOOSE AGGR GRCOVR (DECOMPOSED GRANITE) CY 178.730 178.730 130.000 23,234.90 1675 5249 TEMP SEDMT CONT FENCE LF 11,111.000 4,028.550 2.000 8,057.10 1675 5249 ADJ EST QUANTITY TO DATE 4,028.550 1680 5249 TEMP SEDMT CONT FENCE (REMOVE & REPLAC) LF 11,111.000 0.000 3.000 .00 1680 5249 ADJ EST QUANTITY TO DATE 0.000 1685 5249 TEMP SEDMT CONT FENCE (REMOV) LF 11,111.000 4,028.550 1.000 4,028.55 1685 5249 ADJ EST QUANTITY TO DATE 4,028.550 1690 5425 WATER MAIN PIPE (PVC)(8 IN) LF 407.000 840.000 50.000 42,000.00 1695 5425 FIRE HYDRANT EA 1.000 2.000 2,000.000 4,000.00 1700 5425 WET CONNECTIONS (6") EA 1.000 1.000 2,000.000 2,000.00 1705 5425 WET CONNECTIONS (8") EA 1.000 2.000 2,000.000 4,000.00 1710 5425 CUT AND PLUG WATER MAIN (8") EA 1.000 4.000 2,000.000 8,000.00 1715 5425 WATER MAIN PIPE (PVC)(4 IN) LF 182.000 0.000 40.000 .00 1720 5425 GATE VALVE (CAST IRON) (6") EA 1.000 1.000 500.000 500.00 1725 5425 GATE VALVE (CAST IRON) (8") EA 1.000 2.000 700.000 1,400.00 1 1730 5425 WET CONNECTIONS (4") EA 2.000 1.000 2,000.000 2,000.00 1735 5425 WATER MAIN PIPE (PVC)(2 IN) LF 285.000 285.000 20.000 5,700.00 1740 5425 GATE VALVE (2") EA 2.000 2.000 300.000 600.00 1745 5425 WET CONNECTION (2") EA 2.000 2.000 1,000.000 2,000.00 1750 5425 GATE VALVE (4") EA 2.000 1.000 600.000 600.00 1755 5531 SAN SEW (TRENCH EXCAVATION PROTECTION) LF 571.000 571.000 1.000 571.00 1760 5531 ABANDON SAN SEWER (8") EA 7.000 1.000 500.000 500.00 1765 5531 MANHOLE TYPE 1 (SAN SEWER) EA 1.000 2.000 2,000.000 4,000.00 1770 5531 ABANDON SAN SEW (6 IN) EA 3.000 1.000 500.000 500.00 1775 5531 ABANDON SAN SEW (10 IN) EA 2.000 0.000 500.000 .00 1780 5531 SANITARY SEWER (8IN) PVC LF 571.000 571.000 80.000 45,680.00 1785 5764 ANTI-GRAFITTI COATING (TY II) SF 157,681.000 316,033.980 1.000 316,033.98 1785 5764 ADJ EST QUANTITY TO DATE 316,033.980 1790 5788 LANDSCAPE PAVERS (TYPE II) SF 1,120.000 1,120.000 3.000 3,360.00 1795 5788 LANDSCAPE PAVERS (TYPE III) SF 4,254.000 4,833.840 3.000 14,501.52 1800 5788 LANDSCAPE PAVERS (TYPE IV) SF 12,900.000 12,900.000 3.000 38,700.00 1805 5828 REACT 350 (REMOVE & RESET) EA 6.000 7.000 800.000 5,600.00 1810 5828 REACT 350 (REMOVE) EA 2.000 6.000 300.000 1,800.00 1810 5828 ADJ EST QUANTITY TO DATE 3.000 1815 5828 REACT 350 (INSTALL) EA 9.000 8.000 25,000.000 200,000.00 1815 5828 ADJ EST QUANTITY TO DATE 10.000 1820 5865 DESKTOP MICROCOMPUTER EA 2.000 2.000 2,000.000 4,000.00 1825 5865 PRINTER EA 2.000 2.000 500.000 1,000.00 1830 5865 INTERNET SERVICE PROVIDER EA 1.000 1.000 3,000.000 3,000.00 1835 5874 REMOVE AND RESET MEDIAN BARRIER GATES EA 4.000 0.000 2,000.000 .00 1835 5874 ADJ EST QUANTITY TO DATE 0.000 1840 5875 MEDIAN BARRIER GATES EA 12.000 0.000 8,000.000 .00 1840 5875 ADJ EST QUANTITY TO DATE 0.000 1845 5876 REMOVE MEDIAN BARRIER GATES EA 4.000 0.000 1,000.000 .00 1845 5876 ADJ EST QUANTITY TO DATE 0.000 1850 5895 BRICK SCREEN WALL SF 15,600.000 20,080.000 30.000 602,400.00 1850 5895 ADJ EST QUANTITY TO DATE 20,080.000 1855 6010 SALV TRAF SIGNALS EA 1.000 1.000 1,200.000 1,200.00 1857 6106*REMOV & RELOC ELEC SERV EA 1.000 1.000 4,749.980 4,749.98 1860 6955 12 INCH LED TRAF SIGNAL LAMP (RED) EA 16.000 16.000 160.000 2,560.00 1865 6955 12 INCH LED TRAF SIGNAL LAMP (YELLOW) EA 12.000 12.000 190.000 2,280.00 1870 6955 12 INCH LED TRAF SIGNAL LAMP (GREEN) EA 12.000 12.000 320.000 3,840.00 1875 6955 12 INCH LED TRAF SIGNAL LAMP (YEL ARW) EA 2.000 2.000 150.000 300.00 1880 6955 12 INCH LED TRAF SIGNAL LAMP (GRN ARW) EA 2.000 2.000 200.000 400.00 1885 7006 TREE REMOVAL (LESS THAN 6" DIA) EA 68.000 52.000 100.000 5,200.00 1890 7006 TREE REMOVAL (6" TO 12" DIA) EA 19.000 15.000 200.000 3,000.00 1895 7006 TREE REMOVAL (24" TO 30" 1 DIA) EA 3.000 3.000 600.000 1,800.00 1900 7006 TREE REMOVAL (30" TO 36" DIA) EA 2.000 2.000 1,000.000 2,000.00 1901 7006*TREE PRUNING AND TRIMMING LS 1.000 1.000 530.250 530.25 1905 7006 TREE REMOVAL (12" TO 24" DIA) EA 7.000 7.000 400.000 2,800.00 1910 8230 LED PED SIG LAMP(SYMB)(2 IND/1 SEC) EA 14.000 14.000 420.000 5,880.00 1915 8800 FIBER OPTIC ILLUMINATION SYSTEM LS 1.000 1.000 15,000.000 15,000.00 1920 8801 REMOVE HIGH MAST ILLUMINATION POLES EA 3.000 3.000 5,000.000 15,000.00 1925 8802 ROTATING DRUM CHANGEABLE MESSAGE SIGN EA 2.000 0.000 24,000.000 .00 1925 8802 ADJ EST QUANTITY TO DATE 0.000 1930 8853 FIBER OPTIC CABLE (12 STRAND)(S/M) LF 365.000 0.000 5.000 .00 0 SUBTOTAL BID ITEMS $ 64,440,595.39 0 1931 ITEMS TRANSFERRED FROM NH 98(177) BY C.O.#3: 0 1932 0432*RIPRAP (CONC)(CL B) CY 68.000 62.800 184.800 11,605.44 1933 0531*CONCRETE SIDEWALK (WHEELCHAIR RAMP) SY 6.000 8.460 66.350 561.32 1934 5019*LANDSCAPE PAVERS (SHEPHERD SDWK) SF 8,275.000 8,275.000 7.000 57,925.00 1935 9003*SITE PREP (LANDSCAPE PAVERS) SY 919.000 919.000 26.700 24,537.30 1936 9004*SITE PREP (RIPRAP) SY 561.000 561.000 50.800 28,498.80 1937 9005*SINGLE LANE CLOSURE (FRTG RD) DY 45.000 9.000 275.000 2,475.00 0 SUBTOTAL BID ITEMS $ 125,602.86 0 1940 ITEM ADDED BY C.O.#7-CHANGE IN CONSTRUCTION PHASING 0 1941 9007*TCP (EFFICIENCIES) (US 59) LS 1.000 1.000 -815,660.000 -815,660.00 1942 9025*ADDITIONAL TCP SIGNS (TEMP) LS 1.000 1.000 3,357.010 3,357.01 1943 9009*ADDL TRAF CNTL (ANCHOR CTB) EA 5.000 5.000 1,893.960 9,469.80 1944 9009*ADDL TRAF CTRL (MILL & RPR RD JOINT) LS 1.000 1.000 2,690.720 2,690.72 1945 9015*SAW-CUT (TYPE IV BEAMS) LS 1.000 1.000 3,542.070 3,542.07 1950 9017*GAS SERVICE (PUMP STATION) LS 1.000 1.000 8,107.520 8,107.52 1953 9018*ANCHOR CTB (RDWY) EA 192.000 192.000 138.350 26,563.20 1954 9020*MILL AND REPAIR RD JOINT LS 1.000 1.000 7,631.350 7,631.35 1955 9022*HANGER ROD REVISIONS (GRAUSTARK & MONT LS 1.000 1.000 16,560.000 16,560.00 1956 9028*NBML CLOSURE (US 59) HR 72.000 0.000 331.950 .00 1957 9028*SBML CLOSURE (US 59) HR 72.000 56.000 180.380 10,101.28 1959 9028*GATES (METRO-HOV) EA 11.000 11.000 210.770 2,318.47 1960 9100*EARLY COMPLETION INCENTIVE 1 BONUS DAY 30.000 30.000 50,000.000 1,500,000.00 1965 9100*MILESTONE INCENTIVE BONUS PHASE NO. 3 DAY 10.000 10.000 50,000.000 500,000.00 1967 9100*EARLY COMPLETION INCENTIVE BONUS NO. 3 DAY 35.000 35.000 50,000.000 1,750,000.00 1968 9028*CLOSE ENTR RAMP (TEMP)(BLODGETT) LS 1.000 1.000 4,975.880 4,975.88 1969 9028*HYDRO-EXCAVATION (ELEC DUCT BANK) LS 1.000 1.000 2,163.420 2,163.42 1975 9028*FORCE ACCOUNT CO #52 LUMINAIRES & POLES EA 10,484.100 10,484.100 1.000 10,484.10 1977 9028*REPAIR ELECTRICAL LIGHTING (SO. R.O.W.) LS 1.000 1.000 12,760.700 12,760.70 1978 3020*SAWED JOINTS LF 50.000 50.000 4.520 226.00 0 SUBTOTAL BID ITEMS $ 3,055,291.52 0 TOTAL AMOUNT WORK DONE ALL ITEMS $ 67,621,489.77 0 1980 CONTRACTOR FORCE ACT OR AGR UNIT NET LENGTH 0.000 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 1981 PRICE (PART) 1982 PRICE (PART) 1983 PRICE (PART) 1984 PRICE (PART) 1985 PRICE (PART) 1986 UNIFORMED POLICE OFFICER 1987 SIGNAL PHASING ADJUSTMENT 1988 AVI 1989 MISCELLANEOUS TRAFFIC CONTROL SIGNS 1990 BRIDGE LIGHTS 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACT OR AGR UNIT $ .00 0 2040 CONTRACTOR FORCE ACT OR AGR UNIT NET LENGTH 0.000 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 2041 PRICE (NON-PART) 2042 GARDCO FORMS - 10 EA. AT $850.00 0 2045 1513*REFL MLTIPOLY PAV MRK (W) (6") (SLD) LF 40,500.000 39,906.000 .730 29,131.38 1 2045 1513 ADJ EST QUANTITY TO DATE 41,545.000 2046 1513*REFL MLTIPOLY PAV MRK (W) (6") (BRK) LF 26,100.000 27,450.000 .730 20,038.50 2047 1513*REFL MLTIPOLY PAV MRK (W) (6") (DOT) LF 200.000 124.000 1.950 241.80 2048 1513*REFL MLTIPOLY PAV MRK (W) (8") (SLD) LF 300.000 517.000 1.000 517.00 2048 1513 ADJ EST QUANTITY TO DATE 1,330.000 2049 1513*REFL MLTIPOLY PAV MRK (W) (12")(SLD) LF 4,870.000 7,143.000 2.170 15,500.31 2049 1513 ADJ EST QUANTITY TO DATE 5,180.000 2050 1513*REFL MLTIPOLY PAV MRK (W) (12")(LNDP) LF 834.000 831.000 2.170 1,803.27 2051 1513*REFL MLTIPOLY PAV MRK (W) (24")(SLD) LF 200.000 132.000 4.350 574.20 2052 1513*REFL MLTIPOLY PAV MRK (W) (ARROW) EA 10.000 8.000 137.870 1,102.96 2053 1513*REFL MLTIPOLY PAV MRK (W) (WORD) EA 10.000 8.000 137.870 1,102.96 2054 1513*REFL MLTIPOLY PAV MRK (W) (SYMBOL) EA 16.000 16.000 137.870 2,205.92 2055 1513*REFL MLTIPOLY PAV MRK (W) (DBL ARROW) EA 4.000 2.000 153.770 307.54 2056 1513*REFL MLTIPOLY PAV MRK (Y) (6") (SLD) LF 21,888.000 23,525.000 .730 17,173.25 2057 1513*REFL MLTIPOLY PAV MRK (BLACK)(6")(BRK) LF 26,100.000 27,450.000 1.270 34,861.50 2058 1513*REFL MLTIPOLY PAV MRK (W)(ENTR GORE) EA 5.000 10.000 1,611.960 16,119.60 2059 1513*REFL MLTIPOLY PAV MRK (W)(EXIT GORE) EA 6.000 6.000 2,272.650 13,635.90 2060 9028*REPAIR CTB (NORTH BD. MEDIAN) LS 1.000 1.000 3,334.630 3,334.63 2062 9028*ADDL TRAF CTRL (MINOR) LS 1.000 1.000 1,211.670 1,211.67 2064 9028*POST TENSIONING REDESIGN LS 1.000 1.000 27,015.180 27,015.18 2066 9028*ADDL SWEEPING (PROJECT LIMITS) HR 307.000 307.000 100.260 30,779.82 2068 9028*GRAFFITI REMOVAL LS 1.000 1.000 2,730.790 2,730.79 2070 9028*SMALL RDSD SIGNS (SPECIAL) LS 1.000 1.000 6,799.600 6,799.60 2074 9028*BEAVER DAM (42 X 48) EA 15.000 15.000 251.250 3,768.75 2076 9028*BEAVER DAM (42 X 48)(REMOV) EA 15.000 15.000 52.540 788.10 2078 9028*REMOVAL & RECONS US59 DECK AT BLODGETT LS 1.000 1.000 51,284.780 51,284.78 2080 9028*NEW US59 @ BLODGETT SUBSTRUCTURE LS 1.000 1.000 91,299.960 91,299.96 2082 9028*SURVEYING (US 59 @ BLODGETT) LS 1.000 1.000 1,316.920 1,316.92 2083 9028*COMP ON STOCK ITEMS LS 1.000 1.000 1,878.860 1,878.86 2084 9028*DELIVERY OF STOCK ITEMS LS 1.000 1.000 2,007.330 2,007.33 2085 9028*ALUMINUM COVERS (FIBER OPTIC ILLUMINAT) EA 8.000 8.000 1,120.690 8,965.52 2086 9028*FLEXI GUIDE CURB SYS 1 (US59/SP527 SPLIT) LF 225.000 225.000 55.330 12,449.25 2088 9028*REMOV & RELOCATE (PED POLE) LS 1.000 1.000 2,084.920 2,084.92 2092 9028*ADDL STORM SEWER DRILLING LS 1.000 1.000 30,450.790 30,450.79 2095 9028*REVISED TRASH GRATES LS 1.000 1.000 12,018.190 12,018.19 2097 9028*RDSD SIGNS (SPECIAL) LS 1.000 1.000 2,172.970 2,172.97 2098 9028*STOCK ACCOUNT CO. 59 LS 1.000 1.000 5,770.000 5,770.00 0 SUBTOTAL BID ITEMS $ 452,444.12 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACT OR AGR UNIT $ 452,444.12 0 TOTAL AMOUNT WORK DONE CONTROL 0027-13-171 $ 68,073,933.89 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS DIST. 12 COUNTY HARRIS CONTROL 0027-15-020 PROJECT NH 2002(570) HIGHWAY SP 527 0LIMITS- US 59 INTERCHANGE TO SMITH STREET . 0TYPE OF WORK- GR, STRS, BASE & PAV 0 2150 HOUSTON DISTRICT COUNTY HARRIS 2155 PREPARED BY GARY K. TRIETSCH, P.E. DIST. ENGINEER 2160 DATE:04-23-2002 2165 SPUR 527 (CSJ:0027-15-020) 0 2215 ALL ITEMS NET LENGTH 0.730 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 2220 0104 REMOV CONC (PAV) SY 29,042.000 36,439.020 4.000 145,756.08 2220 0104 ADJ EST QUANTITY TO DATE 36,439.020 2225 0104 REMOV CONC (RIPRAP) SY 1,876.000 1,876.000 10.000 18,760.00 2230 0104 REMOV CONC (SDWLK) SY 792.000 810.880 4.000 3,243.52 2230 0104 ADJ EST QUANTITY TO DATE 810.880 2235 0104 REMOV CONC (DRVWY) SY 339.000 226.230 4.000 904.92 2240 0104 REMOV CONC (CURB) LF 2,779.000 1,911.000 .500 955.50 2245 0104 REMOV CONC (RETAIN WALL) SY 2,369.000 2,369.000 10.000 23,690.00 2250 0105 REMV STAB BS AND/OR ASPH PAV (CL 2)(7") SY 1,394.000 1,414.990 2.000 2,829.98 2250 0105 ADJ EST QUANTITY TO DATE 1,414.990 2255 0110 EXCAVATION (RDWY) CY 925.000 925.000 7.000 6,475.00 2260 0110 EXCAVATION (CHAN) CY 1,390.000 1,390.000 7.000 9,730.00 2265 0132 EMBANK (DENS CONT)(TY D)(CL 3) CY 200,000.000 200,000.000 1.000 200,000.00 2270 0150 BLADING (EROSN CONT) HR 91.000 0.000 50.000 .00 2275 0156 BLDZR WORK (ORD COMP)(TY A) HR 50.000 0.000 50.000 .00 2280 0162 BLOCK SOD (BERMUDA) SY 6,847.000 5,247.890 2.500 13,119.73 1 2280 0162 ADJ EST QUANTITY TO DATE 5,247.890 2285 0164 STRAW OR HAY MULCH SY 2,431.000 3,758.160 .200 751.63 2290 0164 DRILL SEED (PERM)(WARM OR