1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 11104003 MGR.NO. 061 PAGE 001 CONT 6212 SEC 20 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 621220001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 1,785,159.08 REPORT DATE 03/13/2014 16.47.38 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 03,2011 TO JAN 02,2012 EST NO 014 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JAN 03, 2011 TIME COMPUTED FROM JAN 03, 2011 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 = 365 363 363 0 BROUGHT FORWARD ADDL DAYS GRANTED = 0 JAN 12 1 1 AWAITING FINAL INSPECTION TOTAL DAYS ALLOWED = 365 2 1 FINAL ACCEPTANCE MADE DATE WORK COMPLETED 01/02/12 DAYS CHARGED TO DATE = 363 ASSESSED LIQ DAMAGES = 0 LIQ DAMAGE RATE $ 625 0 LIQUIDATED DAMAGES 0 DAYS AT $ 625 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 365 363 2 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1 AWAITING FINAL INSPECTION 1 FINAL ACCEPTANCE MADE 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 11104003 MGR.NO. 061 PAGE 001 CONT 6212 SEC 20 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 621220001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 1,785,159.08 REPORT DATE 03/13/2014 16.47.40 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 03,2011 TO JAN 02,2012 EST NO 014 & FINAL DIST. 12 COUNTY FORT BEND CONTROL 6212-20-001 PROJECT RMC - 621220001 HIGHWAY US0059 0LIMITS- VARIOUS AREAS OF US 59 VARIOUS AREAS OF US 59 0TYPE OF WORK- GENERAL MAINTENANCE OF US 59 0 0050 GEN ROUT MAINT OF US 59 NET LENGTH 1.000 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0070 PREPARED BY : JILL M. CARMACK, P.E. 0 0075 0104 REMOVING CONC (RIPRAP) SY 25.000 26.180 13.000 340.34 0080 0104 REMOVING CONC (SIDEWALKS) SY 50.000 0.000 5.000 .00 0085 0104 REMOVING CONC (CURB) LF 1,500.000 730.000 1.000 730.00 0090 0276 CEM TRT(PLNT MX) (CL L)(TY C)(GR 2) TON 10.000 0.000 63.000 .00 0095 0292 ASPHALT STAB BASE (GR 2)(PG 64) TON 5.000 0.000 69.000 .00 0100 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") SY 1,500.000 1,386.221 41.000 56,835.06 0105 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(10") SY 300.000 300.000 55.000 16,500.00 0110 0361 FULL-DEPTH REPAIR CRCP (10") SY 700.000 698.129 175.000 122,172.58 0115 0361 FULL-DEPTH REPAIR CRCP (13") SY 300.000 400.442 204.000 81,690.17 0120 0361 FULL-DEPTH REPAIR CRCP (14") SY 800.000 727.099 196.000 142,511.40 0125 0361 FULL-DEPTH REPAIR CRCP (15") SY 300.000 291.223 195.000 56,788.49 0130 0361 FULL-DEPTH REPAIR CPJR (9") SY 200.000 0.000 175.000 .00 0135 0361 FULL-DEPTH REPAIR CPJR (10") SY 200.000 0.000 186.000 .00 0140 0400 STRUCT EXCAV CY 11.000 11.000 40.000 440.00 0145 0429 CNC STR REP (HORIZONTAL) SF 25.000 8.000 30.000 240.00 0150 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 12.000 2.000 30.000 60.00 0155 0429 CNC STR REP (BRDG DECK)(PARTIAL DEPTH) SF 60.000 0.000 30.000 .00 0160 0429 CNC STR REP (BRDG DECK)(FULL DEPTH) SF 60.000 0.000 55.000 .00 0165 0432 RIPRAP (CONC)(4 IN) CY 2.800 2.800 385.000 1,078.00 0170 0438 CLEAN AND SEAL EXIST JOINTS LF 2,000.000 1,145.953 3.500 4,010.84 0175 0454 SEALED EXPANSION JOINT (4 IN)(SEJ-A) LF 100.000 0.000 254.000 .00 1 0180 0465 INLET (STAGE II)(TY C) EA 2.000 0.000 1,125.000 .00 0185 0465 MANHOLE (STAGE II)(TY A) EA 1.000 0.000 1,460.000 .00 0190 0496 REMOV STR (INLET) EA 2.000 0.000 300.000 .00 0195 0496 REMOV STR (MANHOLE) EA 2.000 0.000 300.000 .00 0200 0496 REMOV STR (SMALL) EA 5.000 0.000 300.000 .00 0205 0512 PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF 90.000 0.000 1.000 .00 0210 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 750.000 2,560.000 3.000 7,680.00 0210 0512 ADJ EST QUANTITY TO DATE 2,750.000 0215 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 90.000 0.000 5.000 .00 0220 0512 PORT CTB (REMOVE)(SAFETY SH)(TY 2) LF 90.000 0.000 5.000 .00 0225 0529 CONC CURB (DOWEL) LF 1,500.000 730.000 5.000 3,650.00 0230 0531 CURB RAMPS (TY 1) EA 3.000 0.000 1,200.000 .00 0235 0531 CURB RAMPS (TY 7) EA 2.000 0.000 1,200.000 .00 0240 0531 CONC SIDEWLKS (4") SY 50.000 0.000 40.000 .00 0245 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1.000 0.000 1,200.000 .00 0250 0542 REMOVING TERMINAL ANCHOR SECTION EA 1.000 0.000 2.000 .00 0255 0618 CONDT (PVC) (SCHD 80) (1") LF 12.000 12.000 34.000 408.00 0260 0618 CONDT (RM) (1") LF 6.000 6.000 56.000 336.00 0265 0620 ELEC CONDR (NO. 6) BARE LF 15.000 15.000 1.000 15.00 0270 0620 ELEC CONDR (NO. 6) INSULATED LF 30.000 30.000 1.000 30.00 0275 0620 ELEC CONDR (NO.1/0) BARE LF 30.000 30.000 1.000 30.00 0280 0624 GROUND BOX TY C (162911) W/APRON EA 1.000 1.000 1,600.000 1,600.00 0285 0666 REFL PAV MRK TY I (W) 6" (BRK)(100MIL) LF 800.000 900.000 .360 324.00 0290 0666 REFL PAV MRK TY I (W) 6" (DOT)(100MIL) LF 500.000 132.000 .760 100.32 0295 0666 REFL PAV MRK TY I (W) 6" (SLD)(100MIL) LF 25,500.000 21,758.000 .360 7,832.88 0300 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 5,200.000 5,020.000 .610 3,062.20 0305 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 2,700.000 2,453.000 1.990 4,881.47 0310 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 2,600.000 1,416.000 4.690 6,641.04 0315 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 55.000 24.000 81.560 1,957.44 0320 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 15.000 8.000 101.950 815.60 0325 0666 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) EA 2.000 0.000 586.210 .00 0330 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 2.000 1.000 866.570 866.57 0335 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 4.000 4.000 285.460 1,141.84 1 0340 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 15.000 10.000 101.950 1,019.50 0345 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 60.000 34.000 101.950 3,466.30 0350 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 100.000 0.000 .310 .00 0355 0666 REFL PAV MRK TY I (Y) 6" (SLD)(100MIL) LF 10,000.000 9,688.000 .360 3,487.68 0360 0666 PAVEMENT SEALER 4" LF 100.000 0.000 .150 .00 0365 0666 PAVEMENT SEALER 6" LF 36,800.000 2,688.000 .160 430.08 0370 0666 PAVEMENT SEALER 8" LF 5,200.000 5,270.000 .290 1,528.30 0375 0666 PAVEMENT SEALER 12" LF 2,700.000 2,453.000 .660 1,618.98 0380 0666 PAVEMENT SEALER 24" LF 2,600.000 1,416.000 1.530 2,166.48 0385 0666 PAVEMENT SEALER (ARROW) EA 55.000 24.000 27.530 660.72 0390 0666 PAVEMENT SEALER (WORD) EA 60.000 34.000 35.680 1,213.12 0395 0666 PAVEMENT SEALER (DBL ARROW) EA 15.000 8.000 40.780 326.24 0400 0666 PAVEMENT SEALER (ENTR GORE) EA 2.000 0.000 132.530 .00 0405 0666 PAVEMENT SEALER (EXIT GORE) EA 2.000 1.000 198.800 198.80 0410 0666 PAVEMENT SEALER RR XING EA 4.000 4.000 152.920 611.68 0415 0666 PAVEMENT SEALER UTURN ARROW EA 15.000 10.000 50.970 509.70 0420 0672 REFL PAV MRKR TY II-A-A EA 250.000 40.000 3.010 120.40 0425 0672 REFL PAV MRKR TY II-C-R EA 950.000 572.000 3.060 1,750.32 0430 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 100.000 0.000 .360 .00 0435 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 36,800.000 2,688.000 .410 1,102.08 0440 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 5,200.000 5,270.000 .610 3,214.70 0445 0677 ELIM EXT PAV MRK & MRKS (12") LF 2,700.000 2,453.000 .870 2,134.11 0450 0677 ELIM EXT PAV MRK & MRKS (24") LF 2,600.000 1,416.000 1.020 1,444.32 0455 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 55.000 24.000 30.580 733.92 0460 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 15.000 8.000 50.970 407.76 0465 0677 ELIM EXT PAV MRK & MRKS (ENTR GORE) EA 2.000 0.000 193.700 .00 0470 0677 ELIM EXT PAV MRK & MRKS (EXIT GORE) EA 2.000 1.000 239.580 239.58 0475 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 4.000 1.000 137.630 137.63 0480 0677 ELIM EXT PAV MRK & MRKS (UTURN ARR) EA 15.000 10.000 30.580 305.80 0485 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 60.000 34.000 40.780 1,386.52 0490 0678 PAV SURF PREP FOR MRK ( 4") LF 100.000 0.000 .030 .00 0495 0678 PAV SURF PREP FOR MRK ( 6") LF 36,800.000 32,478.000 .050 1,623.90 0500 0678 PAV SURF PREP FOR MRK ( 8") LF 5,200.000 5,270.000 .100 527.00 0505 0678 PAV SURF PREP FOR MRK (12") LF 2,700.000 2,453.000 .150 367.95 0510 0678 PAV SURF PREP FOR MRK (24") LF 2,600.000 1,416.000 .310 438.96 1 0515 0678 PAV SURF PREP FOR MRK (ARROW) EA 55.000 24.000 8.160 195.84 0520 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 15.000 8.000 15.290 122.32 0525 0678 PAV SURF PREP FOR MRK (ENTR GORE) EA 2.000 0.000 91.750 .00 0530 0678 PAV SURF PREP FOR MRK (EXIT GORE) EA 2.000 1.000 117.240 117.24 0535 0678 PAV SURF PREP FOR MRK (RR XING) EA 4.000 4.000 20.390 81.56 0540 0678 PAV SURF PREP FOR MRK (UTURN ARR) EA 15.000 10.000 32.620 326.20 0545 0678 PAV SURF PREP FOR MRK (WORD) EA 60.000 34.000 8.160 277.44 0550 0712 JT/CRCK SEAL (RUBBER-ASPHALT) LF 250,000.000 250,000.000 .250 62,500.00 0555 0730 FULL-WIDTH MOWING - TRACT (1) AC 45.000 45.000 28.000 1,260.00 0560 0730 FULL-WIDTH MOWING - TRACT (2) AC 1,414.200 556.200 28.000 15,573.60 0565 0730 FULL-WIDTH MOWING - TRACT (3) AC 934.800 915.900 28.000 25,645.20 0570 0730 FULL-WIDTH MOWING - TRACT (4) AC 9.000 9.000 28.000 252.00 0575 0730 FULL-WIDTH MOWING - TRACT (5) AC 4.160 4.160 28.000 116.48 0580 0730 FULL-WIDTH MOWING - TRACT (6) AC 9.680 9.680 28.000 271.04 0585 0730 FULL-WIDTH MOWING - TRACT (7) AC 3.960 3.960 28.000 110.88 0590 0730 FULL-WIDTH MOWING - TRACT (8) AC 3.220 3.220 28.000 90.16 0595 0730 FULL-WIDTH MOWING - TRACT (9) AC 11.020 11.020 28.000 308.56 0600 0730 FULL-WIDTH MOWING - TRACT (10) AC 2.820 2.820 28.000 78.96 0605 0730 FULL-WIDTH MOWING - TRACT (11) AC 8.000 0.000 28.000 .00 0610 0730 FULL-WIDTH MOWING - TRACT (12) AC 1.980 0.000 28.000 .00 0615 0730 FULL-WIDTH MOWING - TRACT (13) AC 1.380 0.000 28.000 .00 0620 0730 FULL-WIDTH MOWING - TRACT (14) AC 6.520 0.000 28.000 .00 0625 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (1) CYC 24.000 24.000 900.000 21,600.00 0630 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (2) CYC 36.000 37.000 700.000 25,900.00 0635 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (1) CYC 24.000 24.000 640.000 15,360.00 0640 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (2) CYC 12.000 11.000 640.000 7,040.00 1 0645 0735 DEBRIS REMVL DIRECT CONNECTOR AREA(2) CYC 12.000 8.000 600.000 4,800.00 0650 0738 CLEANING/SWEEPING (HANDWORK) SY 211,420.000 176,490.110 .200 35,298.02 0655 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (1) CYC 12.000 12.000 2,120.000 25,440.00 0660 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (2) CYC 12.000 12.000 1,860.000 22,320.00 0665 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (1) CYC 12.000 12.000 2,120.000 25,440.00 0670 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (2) CYC 12.000 13.000 1,860.000 24,180.00 0675 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (1) CYC 12.000 12.000 2,975.000 35,700.00 0680 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (2) CYC 12.000 12.000 3,190.000 38,280.00 0685 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 12.000 11.000 1,600.000 17,600.00 0690 0738 CLEAN/SWEEP (ENTR/EXT RMP)(AREA 1) CYC 12.000 12.000 2,650.000 31,800.00 0695 0738 CLEAN/SWEEPING-(ENTR/EXT RMP)(AREA 2) CYC 12.000 12.000 3,200.000 38,400.00 0700 0738 CLEAN/SWEEPING-DIRECT CONNECT-AREA(2)) CYC 12.000 12.000 1,600.000 19,200.00 0705 0740 GRAFFITI REMOVAL (BLAST CLEANING) SF 1,500.000 1,868.000 1.000 1,868.00 0710 0740 GRAFFITI REMOVAL (PAINTING) SF 1,500.000 1,000.000 1.000 1,000.00 0715 0740 GRAFFITI REMOVAL (CHEMICAL CLEANING) SF 1,000.000 1,728.000 1.000 1,728.00 0720 0740 ANTI-GRAFFITI COATING (SACRIFICIAL) SF 150.000 0.000 .940 .00 0725 0740 ANTI-GRAFFITI COATING (PERMANENT) SF 150.000 0.000 .940 .00 0730 0764 DRAIN INLET CLEANING EA 210.000 19.000 52.000 988.00 0735 0764 PUMP STATION WELL CLEANING EA 12.000 12.000 1,560.000 18,720.00 0740 0764 BASKET AND INLET PIPE CLEANING EA 12.000 12.000 260.000 3,120.00 0745 0764 DOWNSPOUT CLEANING EA 10.000 0.000 310.000 .00 0750 0764 STORM SEWER CLEANING(PIPE)(12"-18" DIA) LF 2,000.000 291.000 2.300 669.30 0755 0764 STORM SEWER CLEANING(PIPE)(19"-24" DIA) LF 2,000.000 0.000 2.600 .00 0760 0764 STORM SEWER CLEANING(PIPE)(25"-30" DIA) LF 500.000 0.000 3.600 .00 0765 0764 STORM SEWER CLEANING(PIPE)(31"-36" DIA) LF 500.000 0.000 4.500 .00 0770 0764 STORM SEWER CLEANING(PIPE)(43"-54" DIA) LF 300.000 0.000 9.250 .00 0775 0764 STORM SEWER CLEAN(BOX CULV)(12-<24 SF) LF 2,500.000 0.000 13.500 .00 0780 0764 STORM SEWER CLEAN(BOX CULV)(24-<48 SF) LF 200.000 0.000 17.700 .00 0785 0764 SLOTTED DRAIN CLEANING LF 8,000.000 8,000.000 2.500 20,000.00 1 0790 0770 REPAIR RAIL ELEMENT (W-BEAM) LF 3,500.000 2,236.000 9.500 21,242.00 0795 0770 REPAIR RAIL ELEMENT (THRIE-BEAM) LF 56.000 0.000 20.000 .00 0800 0770 REP RAIL ELMNT(THRIE-BM TRANS TO W-BM) LF 32.000 0.000 20.000 .00 0805 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 204.000 73.000 26.000 1,898.00 0810 0770 REM/REPL TIMBER/STL POST W/ CONC FND EA 250.000 64.000 35.000 2,240.00 0815 0770 REALIGN POSTS EA 50.000 59.000 5.000 295.00 0820 0770 REPL SINGLE GDRAIL TERM IMPACT HEAD EA 10.000 8.000 780.000 6,240.00 0825 0770 REPLACE SINGLE GDRAIL TERMINAL RAIL LF 2,500.000 1,325.000 12.000 15,900.00 0830 0770 REPLACE SINGLE GDRAIL TERMINAL POST EA 150.000 107.000 30.000 3,210.00 0835 0770 REM & RESET SGT IMPACT HEAD EA 30.000 28.000 70.000 1,960.00 0840 0770 REPLACE SGT OBJECT MARKER EA 10.000 0.000 30.000 .00 0845 0770 REPLACE SGT CABLE ANCHOR EA 10.000 5.000 100.000 500.00 0850 0770 REPLACE SGT CABLE ASSEMBLY EA 15.000 7.000 50.000 350.00 0855 0770 REPLACE SGT STRUT EA 10.000 2.000 60.000 120.00 0860 0774 REMOVE AND REPLACE (NARROW REACT 350) EA 1.000 1.000 19,000.000 19,000.00 0865 0774 REPAIR REACT(N)(MISC HARDWARE) EA 10.000 12.000 750.000 9,000.00 0870 0774 REPAIR REACT(N)(REAR SEC "S") EA 2.000 0.000 25.000 .00 0875 0774 REPAIR REACT(N)(REAR SEC "B") EA 2.000 0.000 25.000 .00 0880 0774 REPAIR REACT(N)(FRONT SECTION) EA 5.000 0.000 100.000 .00 0885 0774 REPAIR REACT(N)(CYLINDERS) EA 10.000 8.000 2,100.000 16,800.00 0890 0774 REPAIR REACT (CYLINDERS) EA 1.000 1.000 2,100.000 2,100.00 0895 0774 REPAIR REACT (W)(MISC) (HARDWARE) EA 1.000 1.000 750.000 750.00 0900 0774 REPAIR REACT (W)(CYLINDERS) EA 4.000 0.000 1,900.000 .00 0905 0774 REPAIR REACT (W)(DIAPHRAGM) EA 1.000 0.000 1,000.000 .00 0910 0776 REPAIR (STEEL POST W/ W-BEAM-T101) LF 25.000 0.000 1.000 .00 0915 4191 CARBON FIBER REINF POLY CONC STRENGTHEN SF 98.200 98.200 100.000 9,820.00 0920 4550 FOUNDATION REPAIR PILING EA 70.000 70.000 495.000 34,650.00 0925 7288 FIBER REINFORCED POLYMER PATCH MATERIAL LB 105,000.000 104,751.000 2.000 209,502.00 0935 9000*OFF DUTY POLICE OFFICERS EA 1.000 0.000 30,000.000 .00 0940 9000*OFF DUTY POLICE OFFICERS EA 30,000.000 21,668.500 1.000 21,668.50 0945 7384*TRAFFIC SEPARATOR LF 565.000 565.000 64.511 36,448.72 0950 9000*MOBILIZATION LS 1.000 1.000 6,919.200 6,919.20 0955 9000*APPROACH SLAB- FULL DEPTH 15'' LS 1.000 1.000 50,672.450 50,672.45 0960 9000*REPAIR TYPE 202 BRIDGE RAIL EA 1.000 1.000 7,109.780 7,109.78 1 SUBTOTAL BID ITEMS $ 1,580,116.22 0 TOTAL AMOUNT WORK DONE GEN ROUT MAINT OF US 59 $ 1,580,116.22 0 0975 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($) ($) - 0976 PRICE 0977 POLICE OFFICERS FOR TRAFFIC CONTROL 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACT OR AGR UNIT $ .00 0 1030 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($) ($) - 1031 PRICE 1032 TEMP EROSN, SEDMT & POLL CONTRL 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACT OR AGR UNIT $ .00 0 TOTAL AMOUNT WORK DONE CONTROL 6212-20-001 $ 1,580,116.22 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 11104003 MGR.NO. 061 PAGE 001 CONT 6212 SEC 20 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 621220001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 1,785,159.08 REPORT DATE 03/13/2014 16.47.42 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 03,2011 TO JAN 02,2012 EST NO 014 & FINAL 0*********************************************************************************************************************************** -LIMITS - VARIOUS AREAS OF US 59 0 VARIOUS AREAS OF US 59 DATE WORK BEGAN JAN 3 , 2011 WORKING DAYS USED 363 PERCENT COMPLETE 100.00 PERCENT TIME USED 99.40 DATE COMPLETED JAN 2 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6212-20-001 RMC - 621220001 12 US0059 FORT BEND - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (RIPRAP) SY 25.000 26.180 13.000 340.34 0104 REMOVING CONC (CURB) LF 1,500.000 730.000 1.000 730.00 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") SY 1,500.000 1,386.221 41.000 56,835.06 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(10") SY 300.000 300.000 55.000 16,500.00 0361 FULL-DEPTH REPAIR CRCP (10") SY 700.000 698.129 175.000 122,172.58 0361 FULL-DEPTH REPAIR CRCP (13") SY 300.000 400.442 204.000 81,690.17 0361 FULL-DEPTH REPAIR CRCP (14") SY 800.000 727.099 196.000 142,511.40 0361 FULL-DEPTH REPAIR CRCP (15") SY 300.000 291.223 195.000 56,788.49 0400 STRUCT EXCAV CY 11.000 11.000 40.000 440.00 0429 CNC STR REP (HORIZONTAL) SF 25.000 8.000 30.000 240.00 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 12.000 2.000 30.000 60.00 0432 RIPRAP (CONC)(4 IN) CY 2.800 2.800 385.000 1,078.00 0438 CLEAN AND SEAL EXIST JOINTS LF 2,000.000 1,145.953 3.500 4,010.84 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 750.000 2,560.000 3.000 7,680.00 0512 ADJ EST QUANTITY TO DATE 2,750.000 0529 CONC CURB (DOWEL) LF 1,500.000 730.000 5.000 3,650.00 0618 CONDT (PVC) (SCHD 80) (1") LF 12.000 12.000 34.000 408.00 0618 CONDT (RM) (1") LF 6.000 6.000 56.000 336.00 0620 ELEC CONDR (NO. 6) BARE LF 15.000 15.000 1.000 15.00 0620 ELEC CONDR (NO. 6) INSULATED LF 30.000 30.000 1.000 30.00 0620 ELEC CONDR (NO.1/0) BARE LF 30.000 30.000 1.000 30.00 10624 GROUND BOX TY C (162911) W/APRON EA 1.000 1.000 1,600.000 1,600.00 0666 REFL PAV MRK TY I (W) 6" (BRK)(100MIL) LF 800.000 900.000 .360 324.00 0666 REFL PAV MRK TY I (W) 6" (DOT)(100MIL) LF 500.000 132.000 .760 100.32 0666 REFL PAV MRK TY I (W) 6" (SLD)(100MIL) LF 25,500.000 21,758.000 .360 7,832.88 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 5,200.000 5,020.000 .610 3,062.20 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 2,700.000 2,453.000 1.990 4,881.47 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 2,600.000 1,416.000 4.690 6,641.04 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 55.000 24.000 81.560 1,957.44 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 15.000 8.000 101.950 815.60 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 2.000 1.000 866.570 866.57 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 4.000 4.000 285.460 1,141.84 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 15.000 10.000 101.950 1,019.50 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 60.000 34.000 101.950 3,466.30 0666 REFL PAV MRK TY I (Y) 6" (SLD)(100MIL) LF 10,000.000 9,688.000 .360 3,487.68 0666 PAVEMENT SEALER 6" LF 36,800.000 2,688.000 .160 430.08 0666 PAVEMENT SEALER 8" LF 5,200.000 5,270.000 .290 1,528.30 0666 PAVEMENT SEALER 12" LF 2,700.000 2,453.000 .660 1,618.98 0666 PAVEMENT SEALER 24" LF 2,600.000 1,416.000 1.530 2,166.48 0666 PAVEMENT SEALER (ARROW) EA 55.000 24.000 27.530 660.72 0666 PAVEMENT SEALER (WORD) EA 60.000 34.000 35.680 1,213.12 0666 PAVEMENT SEALER (DBL ARROW) EA 15.000 8.000 40.780 326.24 0666 PAVEMENT SEALER (EXIT GORE) EA 2.000 1.000 198.800 198.80 0666 PAVEMENT SEALER RR XING EA 4.000 4.000 152.920 611.68 0666 PAVEMENT SEALER UTURN ARROW EA 15.000 10.000 50.970 509.70 0672 REFL PAV MRKR TY II-A-A EA 250.000 40.000 3.010 120.40 0672 REFL PAV MRKR TY II-C-R EA 950.000 572.000 3.060 1,750.32 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 36,800.000 2,688.000 .410 1,102.08 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 5,200.000 5,270.000 .610 3,214.70 0677 ELIM EXT PAV MRK & MRKS (12") LF 2,700.000 2,453.000 .870 2,134.11 0677 ELIM EXT PAV MRK & MRKS (24") LF 2,600.000 1,416.000 1.020 1,444.32 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 55.000 24.000 30.580 733.92 0677 ELIM EXT PAV MRK & MRKS (DBL 1 ARROW) EA 15.000 8.000 50.970 407.76 0677 ELIM EXT PAV MRK & MRKS (EXIT GORE) EA 2.000 1.000 239.580 239.58 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 4.000 1.000 137.630 137.63 0677 ELIM EXT PAV MRK & MRKS (UTURN ARR) EA 15.000 10.000 30.580 305.80 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 60.000 34.000 40.780 1,386.52 0678 PAV SURF PREP FOR MRK ( 6") LF 36,800.000 32,478.000 .050 1,623.90 0678 PAV SURF PREP FOR MRK ( 8") LF 5,200.000 5,270.000 .100 527.00 0678 PAV SURF PREP FOR MRK (12") LF 2,700.000 2,453.000 .150 367.95 0678 PAV SURF PREP FOR MRK (24") LF 2,600.000 1,416.000 .310 438.96 0678 PAV SURF PREP FOR MRK (ARROW) EA 55.000 24.000 8.160 195.84 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 15.000 8.000 15.290 122.32 0678 PAV SURF PREP FOR MRK (EXIT GORE) EA 2.000 1.000 117.240 117.24 0678 PAV SURF PREP FOR MRK (RR XING) EA 4.000 4.000 20.390 81.56 0678 PAV SURF PREP FOR MRK (UTURN ARR) EA 15.000 10.000 32.620 326.20 0678 PAV SURF PREP FOR MRK (WORD) EA 60.000 34.000 8.160 277.44 0712 JT/CRCK SEAL (RUBBER-ASPHALT) LF 250,000.000 250,000.000 .250 62,500.00 0730 FULL-WIDTH MOWING - TRACT (1) AC 45.000 45.000 28.000 1,260.00 0730 FULL-WIDTH MOWING - TRACT (2) AC 1,414.200 556.200 28.000 15,573.60 0730 FULL-WIDTH MOWING - TRACT (3) AC 934.800 915.900 28.000 25,645.20 0730 FULL-WIDTH MOWING - TRACT (4) AC 9.000 9.000 28.000 252.00 0730 FULL-WIDTH MOWING - TRACT (5) AC 4.160 4.160 28.000 116.48 0730 FULL-WIDTH MOWING - TRACT (6) AC 9.680 9.680 28.000 271.04 0730 FULL-WIDTH MOWING - TRACT (7) AC 3.960 3.960 28.000 110.88 0730 FULL-WIDTH MOWING - TRACT (8) AC 3.220 3.220 28.000 90.16 0730 FULL-WIDTH MOWING - TRACT (9) AC 11.020 11.020 28.000 308.56 0730 FULL-WIDTH MOWING - TRACT (10) AC 2.820 2.820 28.000 78.96 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (1) CYC 24.000 24.000 900.000 21,600.00 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (2) CYC 36.000 37.000 700.000 25,900.00 0735 DEBRIS-ENTRANCE/EXIT RAMPS - 1 AREA (1) CYC 24.000 24.000 640.000 15,360.00 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (2) CYC 12.000 11.000 640.000 7,040.00 0735 DEBRIS REMVL DIRECT CONNECTOR AREA(2) CYC 12.000 8.000 600.000 4,800.00 0738 CLEANING/SWEEPING (HANDWORK) SY 211,420.000 176,490.110 .200 35,298.02 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (1) CYC 12.000 12.000 2,120.000 25,440.00 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (2) CYC 12.000 12.000 1,860.000 22,320.00 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (1) CYC 12.000 12.000 2,120.000 25,440.00 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (2) CYC 12.000 13.000 1,860.000 24,180.00 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (1) CYC 12.000 12.000 2,975.000 35,700.00 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (2) CYC 12.000 12.000 3,190.000 38,280.00 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 12.000 11.000 1,600.000 17,600.00 0738 CLEAN/SWEEP (ENTR/EXT RMP)(AREA 1) CYC 12.000 12.000 2,650.000 31,800.00 0738 CLEAN/SWEEPING-(ENTR/EXT RMP)(AREA 2) CYC 12.000 12.000 3,200.000 38,400.00 0738 CLEAN/SWEEPING-DIRECT CONNECT-AREA(2)) CYC 12.000 12.000 1,600.000 19,200.00 0740 GRAFFITI REMOVAL (BLAST CLEANING) SF 1,500.000 1,868.000 1.000 1,868.00 0740 GRAFFITI REMOVAL (PAINTING) SF 1,500.000 1,000.000 1.000 1,000.00 0740 GRAFFITI REMOVAL (CHEMICAL CLEANING) SF 1,000.000 1,728.000 1.000 1,728.00 0764 DRAIN INLET CLEANING EA 210.000 19.000 52.000 988.00 0764 PUMP STATION WELL CLEANING EA 12.000 12.000 1,560.000 18,720.00 0764 BASKET AND INLET PIPE CLEANING EA 12.000 12.000 260.000 3,120.00 0764 STORM SEWER CLEANING(PIPE)(12"-18" DIA) LF 2,000.000 291.000 2.300 669.30 0764 SLOTTED DRAIN CLEANING LF 8,000.000 8,000.000 2.500 20,000.00 0770 REPAIR RAIL ELEMENT (W-BEAM) LF 3,500.000 2,236.000 9.500 21,242.00 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 204.000 73.000 26.000 1,898.00 0770 REM/REPL TIMBER/STL POST W/ CONC FND EA 250.000 64.000 35.000 2,240.00 0770 REALIGN POSTS EA 50.000 59.000 5.000 295.00 0770 REPL SINGLE GDRAIL TERM IMPACT HEAD EA 10.000 8.000 780.000 6,240.00 0770 REPLACE SINGLE GDRAIL TERMINAL RAIL LF 2,500.000 1,325.000 12.000 15,900.00 0770 REPLACE SINGLE GDRAIL TERMINAL POST EA 150.000 107.000 30.000 3,210.00 0770 REM & RESET SGT IMPACT HEAD EA 30.000 28.000 70.000 1,960.00 0770 REPLACE SGT CABLE ANCHOR EA 10.000 5.000 100.000 500.00 10770 REPLACE SGT CABLE ASSEMBLY EA 15.000 7.000 50.000 350.00 0770 REPLACE SGT STRUT EA 10.000 2.000 60.000 120.00 0774 REMOVE AND REPLACE (NARROW REACT 350) EA 1.000 1.000 19,000.000 19,000.00 0774 REPAIR REACT(N)(MISC HARDWARE) EA 10.000 12.000 750.000 9,000.00 0774 REPAIR REACT(N)(CYLINDERS) EA 10.000 8.000 2,100.000 16,800.00 0774 REPAIR REACT (CYLINDERS) EA 1.000 1.000 2,100.000 2,100.00 0774 REPAIR REACT (W)(MISC) (HARDWARE) EA 1.000 1.000 750.000 750.00 4191 CARBON FIBER REINF POLY CONC STRENGTHEN SF 98.200 98.200 100.000 9,820.00 4550 FOUNDATION REPAIR PILING EA 70.000 70.000 495.000 34,650.00 7288 FIBER REINFORCED POLYMER PATCH MATERIAL LB 105,000.000 104,751.000 2.000 209,502.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 07384* TRAFFIC SEPARATOR LF 565.000 565.000 64.511 36,448.72 9000* OFF DUTY POLICE OFFICERS EA 30,000.000 21,668.500 1.000 21,668.50 9000* MOBILIZATION LS 1.000 1.000 6,919.200 6,919.20 9000* APPROACH SLAB- FULL DEPTH 15'' LS 1.000 1.000 50,672.450 50,672.45 9000* REPAIR TYPE 202 BRIDGE RAIL EA 1.000 1.000 7,109.780 7,109.78 0 SUBTOTAL BID ITEMS $ 1,580,116.22 0 CONTRACT TOTAL ALL ITEMS $ 1,580,116.22 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 11104003 MGR.NO. 061 PAGE 001 CONT 6212 SEC 20 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 621220001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 1,785,159.08 REPORT DATE 03/13/2014 16.47.42 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 03,2011 TO JAN 02,2012 EST NO 014 & 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 ********************************************************************************************************************************** 80 RMC - 621220001 6212-20-001 1,580,116.22 .00 1,580,116.22 .00 .00 1,580,116.22 1,580,116.22 .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 ********************************************************************************************************************************** 1,580,116.22 .00 1,580,116.22 .00 .00 1,580,116.22 1,580,116.22 .00 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 **APPROVED BY** DATE --------------------------------------------- AREA/PROJECT ENGINEER 0 DATE --------------------------------------------- DISTRICT ENGINEER 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 11104003 MGR.NO. 061 PAGE 001 CONT 6212 SEC 20 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 621220001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 1,785,159.08 REPORT DATE 03/13/2014 16.47.44 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 03,2011 TO JAN 02,2012 EST NO 014 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6212-20-001 RMC - 621220001 12 US0059 FORT BEND -LIMITS - VARIOUS AREAS OF US 59 VARIOUS AREAS OF US 59 - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 0.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,580,116.22