1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 11114004 MGR.NO. 061 PAGE 001 CONT 6231 SEC 76 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 623176001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,198,806.07 REPORT DATE 09/12/2014 08.57.43 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 01,2012 TO JAN 02,2013 EST NO 014 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JAN 01, 2012 TIME COMPUTED FROM JAN 01, 2012 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 = 365 728 365 363 BROUGHT FORWARD ADDL DAYS GRANTED = 0 JAN 13 1 1 AWAITING DISTRICT FINAL ACCEPTANCE TOTAL DAYS ALLOWED = 365 2 1 WORK COMPLETED AND ACCEPTED DATE WORK COMPLETED 01/02/13 DAYS CHARGED TO DATE = 365 ASSESSED LIQ DAMAGES = 0 LIQ DAMAGE RATE $ 785 0 LIQUIDATED DAMAGES 0 DAYS AT $ 785 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 730 365 365 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1 AWAITING DISTRICT FINAL ACCEPTANCE 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 11114004 MGR.NO. 061 PAGE 001 CONT 6231 SEC 76 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 623176001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,198,806.07 REPORT DATE 09/12/2014 08.57.45 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 01,2012 TO JAN 02,2013 EST NO 014 & FINAL DIST. 12 COUNTY FORT BEND CONTROL 6231-76-001 PROJECT RMC - 623176001 HIGHWAY US0059 0LIMITS- VARIOUS AREAS OF US 59 VARIOUS AREAS OF US 59 0TYPE OF WORK- GENERAL ROUTINE 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 0.000 13.000 .00 0080 0104 REMOVING CONC (SIDEWALKS) SY 70.000 72.000 7.000 504.00 0085 0104 REMOVING CONC (CURB) LF 1,500.000 819.000 1.000 819.00 0090 0276 CEM TRT(PLNT MX) (CL L)(TY C)(GR 2) TON 10.000 0.000 54.000 .00 0095 0292 ASPHALT STAB BASE (GR 2)(PG 64) TON 5.000 0.000 80.000 .00 0100 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") SY 1,500.000 1,252.220 44.000 55,097.68 0105 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(10") SY 300.000 354.722 62.000 21,992.76 0110 0361 FULL-DEPTH REPAIR CRCP (10") SY 700.000 613.442 170.000 104,285.14 0115 0361 FULL-DEPTH REPAIR CRCP (13") SY 600.000 594.835 194.000 115,397.99 0120 0361 FULL-DEPTH REPAIR CRCP (14") SY 1,100.000 1,082.443 185.000 200,251.96 0125 0361 FULL-DEPTH REPAIR CRCP (15") SY 300.000 95.560 205.000 19,589.80 0130 0361 FULL-DEPTH REPAIR CPJR (9") SY 75.000 0.000 160.000 .00 0135 0361 FULL-DEPTH REPAIR CPJR (10") SY 75.000 0.000 160.000 .00 0140 0400 STRUCT EXCAV CY 11.000 0.000 25.000 .00 0145 0429 CNC STR REP (HORIZONTAL) SF 25.000 35.000 30.000 1,050.00 0150 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 12.000 26.000 30.000 780.00 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 67.000 .00 0165 0432 RIPRAP (CONC)(4 IN) CY 2.800 0.000 345.000 .00 0170 0438 CLEAN AND SEAL EXIST JOINTS LF 4,000.000 3,984.500 5.500 21,914.75 0175 0454 SEALED EXPANSION JOINT (4 1 IN)(SEJ-A) LF 200.000 63.000 205.000 12,915.00 0180 0465 INLET (STAGE II)(TY C) EA 2.000 3.000 1,900.000 5,700.00 0185 0465 MANHOLE (STAGE II)(TY A) EA 1.000 0.000 1,000.000 .00 0190 0496 REMOV STR (INLET) EA 2.000 0.000 280.000 .00 0195 0496 REMOV STR (MANHOLE) EA 2.000 0.000 260.000 .00 0200 0496 REMOV STR (SMALL) EA 5.000 0.000 280.000 .00 0205 0512 PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF 90.000 0.000 5.000 .00 0210 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 7,530.000 14,230.000 4.000 56,920.00 0215 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 90.000 0.000 14.000 .00 0220 0512 PORT CTB (REMOVE)(SAFETY SH)(TY 2) LF 90.000 0.000 1.000 .00 0225 0529 CONC CURB (DOWEL) LF 1,500.000 819.000 5.000 4,095.00 0230 0531 CURB RAMPS (TY 1) EA 3.000 0.000 1,100.000 .00 0235 0531 CURB RAMPS (TY 7) EA 2.000 0.000 1,100.000 .00 0240 0531 CONC SIDEWALKS (4") SY 70.000 72.000 41.000 2,952.00 0245 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1.000 0.000 1,300.000 .00 0250 0542 REMOVING TERMINAL ANCHOR SECTION EA 1.000 0.000 1.000 .00 0255 0666 REFL PAV MRK TY I (W) 6" (BRK)(100MIL) LF 1,200.000 4,500.000 1.490 6,705.00 0260 0666 REFL PAV MRK TY I (W) 6" (DOT)(100MIL) LF 1,350.000 352.000 1.840 647.68 0265 0666 REFL PAV MRK TY I (W) 6" (SLD)(100MIL) LF 26,500.000 38,012.000 1.250 47,515.00 0270 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 10,000.000 8,591.000 1.780 15,291.98 0275 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 8,500.000 5,013.000 2.800 14,036.40 0280 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 4,000.000 2,007.000 5.570 11,178.99 0285 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 80.000 51.000 78.750 4,016.25 0290 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 26.000 13.000 78.790 1,024.27 0295 0666 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) EA 6.000 0.000 733.050 .00 0300 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 6.000 2.000 1,073.000 2,146.00 0305 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 4.000 4.000 276.500 1,106.00 0310 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 20.000 10.000 92.670 926.70 0315 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 90.000 55.000 105.460 5,800.30 0320 0666 REF PAV MRK TY I(W)18"(YLD TRI)(100MIL) EA 40.000 5.000 34.800 174.00 0325 0666 REFL PAV MRK TY I (Y) 4" 1 (SLD)(100MIL) LF 300.000 0.000 .850 .00 0330 0666 REFL PAV MRK TY I (Y) 6" (SLD)(100MIL) LF 10,000.000 27,408.000 1.020 27,956.16 0335 0666 PAVEMENT SEALER 4" LF 300.000 0.000 .760 .00 0340 0666 PAVEMENT SEALER 6" LF 39,050.000 6,637.000 .050 331.85 0345 0666 PAVEMENT SEALER 8" LF 10,000.000 8,069.000 .090 726.21 0350 0666 PAVEMENT SEALER 12" LF 8,500.000 4,743.000 .130 616.59 0355 0666 PAVEMENT SEALER 24" LF 4,000.000 1,881.000 .270 507.87 0360 0666 PAVEMENT SEALER (ARROW) EA 80.000 47.000 2.310 108.57 0365 0666 PAVEMENT SEALER (WORD) EA 90.000 51.000 3.130 159.63 0370 0666 PAVEMENT SEALER (DBL ARROW) EA 26.000 9.000 2.710 24.39 0375 0666 PAVEMENT SEALER (ENTR GORE) EA 6.000 0.000 54.370 .00 0380 0666 PAVEMENT SEALER (EXIT GORE) EA 6.000 2.000 95.160 190.32 0385 0666 PAVEMENT SEALER RR XING EA 4.000 4.000 5.440 21.76 0390 0666 PAVEMENT SEALER UTURN ARROW EA 20.000 10.000 2.710 27.10 0395 0666 PAVEMENT SEALER (YLD TRI) EA 40.000 5.000 2.710 13.55 0400 0666 REF PV MRK TY I(W)(U-L ARR)(100 MIL) EA 8.000 0.000 116.480 .00 0405 0666 PAVEMENT SEALER (U-L ARROW) EA 8.000 0.000 2.710 .00 0410 0672 REFL PAV MRKR TY II-A-A EA 250.000 0.000 4.050 .00 0415 0672 REFL PAV MRKR TY II-C-R EA 950.000 0.000 4.050 .00 0420 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 300.000 0.000 .010 .00 0425 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 39,050.000 6,797.000 .010 67.97 0430 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 10,000.000 9,211.000 .020 184.22 0435 0677 ELIM EXT PAV MRK & MRKS (12") LF 8,500.000 5,013.000 .020 100.26 0440 0677 ELIM EXT PAV MRK & MRKS (24") LF 4,000.000 2,007.000 .040 80.28 0445 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 80.000 53.000 10.130 536.89 0450 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 26.000 13.000 12.150 157.95 0455 0677 ELIM EXT PAV MRK & MRKS (ENTR GORE) EA 6.000 0.000 136.730 .00 0460 0677 ELIM EXT PAV MRK & MRKS (EXIT GORE) EA 6.000 2.000 146.860 293.72 0465 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 4.000 4.000 10.130 40.52 0470 0677 ELIM EXT PAV MRK & MRKS (UTURN ARR) EA 20.000 10.000 13.170 131.70 0475 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 90.000 57.000 10.130 577.41 0480 0677 ELIM EXT PAV MRK & MRKS (18")(YLD TRI) EA 40.000 5.000 7.600 38.00 0485 0677 ELIM EXT PAV MRK & MRKS (U/LT ARROW) EA 8.000 0.000 15.190 .00 0490 0678 PAV SURF PREP FOR MRK ( 4") LF 300.000 0.000 .760 .00 0495 0678 PAV SURF PREP FOR MRK ( 6") LF 39,050.000 70,272.000 .300 21,081.60 1 0496 4491*TYPE CAC CONCRETE CY 20.000 15.469 2,370.068 36,662.58 0500 0678 PAV SURF PREP FOR MRK ( 8") LF 10,000.000 8,591.000 .200 1,718.20 0505 0678 PAV SURF PREP FOR MRK (12") LF 8,500.000 5,013.000 .200 1,002.60 0510 0678 PAV SURF PREP FOR MRK (24") LF 4,000.000 2,007.000 .300 602.10 0515 0678 PAV SURF PREP FOR MRK (ARROW) EA 80.000 51.000 20.260 1,033.26 0520 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 26.000 13.000 .250 3.25 0525 0678 PAV SURF PREP FOR MRK (ENTR GORE) EA 6.000 0.000 10.130 .00 0530 0678 PAV SURF PREP FOR MRK (EXIT GORE) EA 6.000 2.000 10.130 20.26 0535 0678 PAV SURF PREP FOR MRK (RR XING) EA 4.000 4.000 3.040 12.16 0540 0678 PAV SURF PREP FOR MRK (UTURN ARR) EA 20.000 10.000 .250 2.50 0545 0678 PAV SURF PREP FOR MRK (WORD) EA 90.000 55.000 10.130 557.15 0550 0678 PAV SURF PREP FOR MRK (18") (YLD TRI) EA 40.000 5.000 .200 1.00 0555 0678 PAV SURF PREP FOR MRK (U/LT ARROW) EA 8.000 0.000 .250 .00 0560 0712 JT/CRCK SEAL (RUBBER-ASPHALT) LF 600,000.000 599,950.000 .220 131,989.00 0565 0730 FULL-WIDTH MOWING - TRACT (1) AC 45.000 45.000 29.000 1,305.00 0570 0730 FULL-WIDTH MOWING - TRACT (2) AC 556.200 556.200 29.000 16,129.80 0575 0730 FULL-WIDTH MOWING - TRACT (3) AC 915.900 915.900 29.000 26,561.10 0580 0730 FULL-WIDTH MOWING - TRACT (4) AC 9.000 9.000 29.000 261.00 0585 0730 FULL-WIDTH MOWING - TRACT (5) AC 6.240 6.240 29.000 180.96 0590 0730 FULL-WIDTH MOWING - TRACT (6) AC 14.520 14.520 29.000 421.08 0595 0730 FULL-WIDTH MOWING - TRACT (7) AC 5.940 5.940 29.000 172.26 0600 0730 FULL-WIDTH MOWING - TRACT (8) AC 4.830 4.830 29.000 140.07 0605 0730 FULL-WIDTH MOWING - TRACT (9) AC 16.530 16.530 29.000 479.37 0610 0730 FULL-WIDTH MOWING - TRACT (10) AC 4.230 4.230 29.000 122.67 0615 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (1) CYC 36.000 33.000 900.000 29,700.00 0620 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (2) CYC 36.000 30.000 700.000 21,000.00 0625 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (1) CYC 36.000 33.000 640.000 21,120.00 0630 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (2) CYC 12.000 13.000 640.000 8,320.00 1 0635 0735 DEBRIS REMVL DIRECT CONNECTOR AREA(2) CYC 12.000 9.000 600.000 5,400.00 0640 0738 CLEANING/SWEEPING (HANDWORK) SY 211,420.000 205,194.386 .220 45,142.76 0645 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (1) CYC 12.000 12.000 2,100.000 25,200.00 0650 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (2) CYC 12.000 11.000 1,860.000 20,460.00 0655 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (1) CYC 12.000 12.000 2,100.000 25,200.00 0660 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (2) CYC 12.000 11.000 1,850.000 20,350.00 0665 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (1) CYC 12.000 12.000 2,970.000 35,640.00 0670 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (2) CYC 12.000 11.000 3,150.000 34,650.00 0675 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 12.000 10.000 1,600.000 16,000.00 0680 0738 CLEAN/SWEEP (ENTR/EXT RMP)(AREA 1) CYC 12.000 12.000 2,650.000 31,800.00 0685 0738 CLEAN/SWEEPING-(ENTR/EXT RMP)(AREA 2) CYC 12.000 11.000 3,190.000 35,090.00 0690 0738 CLEAN/SWEEPING-DIRECT CONNECT-AREA(2)) CYC 12.000 11.000 1,600.000 17,600.00 0695 0740 GRAFFITI REMOVAL (BLAST CLEANING) SF 1,200.000 642.000 1.350 866.70 0696 6834*PORTABLE CHANGEABLE MESSAGE SIGN DAY 100.000 32.000 209.070 6,690.24 0700 0740 GRAFFITI REMOVAL (PAINTING) SF 1,200.000 459.000 1.000 459.00 0705 0740 GRAFFITI REMOVAL (CHEMICAL CLEANING) SF 1,000.000 642.000 1.100 706.20 0710 0740 ANTI-GRAFFITI COATING (SACRIFICIAL) SF 150.000 0.000 .750 .00 0715 0740 ANTI-GRAFFITI COATING (PERMANENT) SF 150.000 0.000 .750 .00 0720 0764 DRAIN INLET CLEANING EA 210.000 170.000 52.000 8,840.00 0725 0764 PUMP STATION WELL CLEANING EA 12.000 12.000 1,590.000 19,080.00 0730 0764 BASKET AND INLET PIPE CLEANING EA 12.000 12.000 280.000 3,360.00 0735 0764 DOWNSPOUT CLEANING EA 10.000 13.000 310.000 4,030.00 0740 0764 STORM SEWER CLEANING(PIPE)(12"-18" DIA) LF 3,000.000 4,693.000 2.500 11,732.50 0745 0764 STORM SEWER CLEANING(PIPE)(19"-24" DIA) LF 3,000.000 3,736.000 2.670 9,975.12 0750 0764 STORM SEWER CLEANING(PIPE)(25"-30" DIA) LF 1,000.000 1,070.000 3.500 3,745.00 0755 0764 STORM SEWER CLEANING(PIPE)(31"-36" DIA) LF 1,000.000 500.000 4.500 2,250.00 0760 0764 STORM SEWER CLEANING(PIPE)(43"-54" DIA) LF 400.000 300.000 8.500 2,550.00 0765 0764 STORM SEWER CLEAN(BOX CULV)(12-<24 SF) LF 2,500.000 0.000 14.000 .00 0770 0764 STORM SEWER CLEAN(BOX 1 CULV)(24-<48 SF) LF 200.000 200.000 18.000 3,600.00 0775 0764 SLOTTED DRAIN CLEANING LF 9,500.000 8,060.000 3.000 24,180.00 0780 0770 REPAIR RAIL ELEMENT (W-BEAM) LF 3,500.000 1,823.000 9.750 17,774.25 0785 0770 REPAIR RAIL ELEMENT (THRIE-BEAM) LF 56.000 0.000 22.000 .00 0790 0770 REP RAIL ELMNT(THRIE-BM TRANS TO W-BM) LF 32.000 19.500 22.000 429.00 0795 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 204.000 31.000 28.000 868.00 0800 0770 REM/REPL TIMBER/STL POST W/ CONC FND EA 250.000 91.000 34.000 3,094.00 0805 0770 REALIGN POSTS EA 50.000 43.000 5.000 215.00 0810 0770 REPL SINGLE GDRAIL TERM IMPACT HEAD EA 10.000 17.000 850.000 14,450.00 0815 0770 REPLACE SINGLE GDRAIL TERMINAL RAIL LF 2,500.000 1,200.000 11.000 13,200.00 0820 0770 REPLACE SINGLE GDRAIL TERMINAL POST EA 150.000 130.000 33.000 4,290.00 0825 0770 REM & RESET SGT IMPACT HEAD EA 30.000 13.000 90.000 1,170.00 0830 0770 REPLACE SGT OBJECT MARKER EA 10.000 1.000 25.000 25.00 0835 0770 REPLACE SGT CABLE ANCHOR EA 11.000 4.000 50.000 200.00 0840 0770 REPLACE SGT CABLE ASSEMBLY EA 15.000 10.000 80.000 800.00 0845 0770 REPLACE SGT STRUT EA 10.000 0.000 70.000 .00 0850 0774 REMOVE AND REPLACE (NARROW REACT 350) EA 1.000 1.000 19,800.000 19,800.00 0855 0774 REPAIR REACT(N)(MISC HARDWARE) EA 12.000 33.000 730.000 24,090.00 0860 0774 REPAIR REACT(N)(REAR SEC "S") EA 3.000 0.000 100.000 .00 0865 0774 REPAIR REACT(N)(REAR SEC "B") EA 3.000 0.000 100.000 .00 0870 0774 REPAIR REACT(N)(FRONT SECTION) EA 6.000 0.000 100.000 .00 0875 0774 REPAIR REACT(N)(CYLINDERS) EA 14.000 8.000 2,275.000 18,200.00 0876 9000*UNIFORMED POLICE OFFICERS BY CO NO.1 EA 30,000.000 35,584.590 1.000 35,584.59 0880 0774 REPAIR REACT (CYLINDERS) EA 1.000 0.000 2,300.000 .00 0885 0774 REPAIR REACT (W)(MISC) (HARDWARE) EA 1.000 1.000 730.000 730.00 0890 0774 REPAIR REACT (W)(CYLINDERS) EA 4.000 0.000 2,300.000 .00 0895 0774 REPAIR REACT (W)(DIAPHRAGM) EA 1.000 0.000 630.000 .00 0900 0776 REPAIR (STEEL POST W/ W-BEAM-T101) LF 25.000 0.000 1.000 .00 0905 7288 FIBER REINFORCED POLYMER PATCH MATERIAL LB 200,000.000 152,263.000 1.870 284,731.81 0910 4022*INTRLOCK ARTICULATING CONC BLKS(4" MIN) SF 28,050.000 35,296.000 7.387 260,731.55 0915 9000*FLOWABLE BACKFILL LS 1.000 1.000 3,564.330 3,564.33 0920 0162*BLOCK SODDING SY 459.000 459.000 5.430 2,492.37 0925 9000*EXCAVATION ON SLOPES SF 4,131.000 4,131.000 2.010 8,303.31 0930 9000*CONCRETE FLUME EA 1.000 1.000 11,454.190 11,454.19 1 0935 9000*REMOVE CONCRETE SWALE EA 3.000 3.000 1,979.210 5,937.63 0940 9000*EMERGENCY BRIDGE REPAIR LS 1.000 1.000 16,779.180 16,779.18 0 SUBTOTAL BID ITEMS $ 2,251,837.27 0 TOTAL AMOUNT WORK DONE GEN ROUT MAINT OF US 59 $ 2,251,837.27 0 0955 CONTRACTOR FORCE ACCOUNT WORK NET LENGTH 0.000 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0956 POLICE OFFICERS FOR TRAFFIC CONTROL 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACCOUNT WORK $ .00 0 1010 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($) ($) - 1011 PRICE 1012 TEMP EROSN, SEDMT & POLL CONTRL 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACT OR AGR UNIT $ .00 0 TOTAL AMOUNT WORK DONE CONTROL 6231-76-001 $ 2,251,837.27 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 11114004 MGR.NO. 061 PAGE 001 CONT 6231 SEC 76 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 623176001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,198,806.07 REPORT DATE 09/12/2014 08.57.47 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 01,2012 TO JAN 02,2013 EST NO 014 & FINAL 0*********************************************************************************************************************************** -LIMITS - VARIOUS AREAS OF US 59 0 VARIOUS AREAS OF US 59 DATE WORK BEGAN JAN 1 , 2012 WORKING DAYS USED 365 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED JAN 2 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6231-76-001 RMC - 623176001 12 US0059 FORT BEND - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (SIDEWALKS) SY 70.000 72.000 7.000 504.00 0104 REMOVING CONC (CURB) LF 1,500.000 819.000 1.000 819.00 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") SY 1,500.000 1,252.220 44.000 55,097.68 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(10") SY 300.000 354.722 62.000 21,992.76 0361 FULL-DEPTH REPAIR CRCP (10") SY 700.000 613.442 170.000 104,285.14 0361 FULL-DEPTH REPAIR CRCP (13") SY 600.000 594.835 194.000 115,397.99 0361 FULL-DEPTH REPAIR CRCP (14") SY 1,100.000 1,082.443 185.000 200,251.96 0361 FULL-DEPTH REPAIR CRCP (15") SY 300.000 95.560 205.000 19,589.80 0429 CNC STR REP (HORIZONTAL) SF 25.000 35.000 30.000 1,050.00 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 12.000 26.000 30.000 780.00 0438 CLEAN AND SEAL EXIST JOINTS LF 4,000.000 3,984.500 5.500 21,914.75 0454 SEALED EXPANSION JOINT (4 IN)(SEJ-A) LF 200.000 63.000 205.000 12,915.00 0465 INLET (STAGE II)(TY C) EA 2.000 3.000 1,900.000 5,700.00 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 7,530.000 14,230.000 4.000 56,920.00 0529 CONC CURB (DOWEL) LF 1,500.000 819.000 5.000 4,095.00 0531 CONC SIDEWALKS (4") SY 70.000 72.000 41.000 2,952.00 0666 REFL PAV MRK TY I (W) 6" (BRK)(100MIL) LF 1,200.000 4,500.000 1.490 6,705.00 0666 REFL PAV MRK TY I (W) 6" (DOT)(100MIL) LF 1,350.000 352.000 1.840 647.68 10666 REFL PAV MRK TY I (W) 6" (SLD)(100MIL) LF 26,500.000 38,012.000 1.250 47,515.00 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 10,000.000 8,591.000 1.780 15,291.98 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 8,500.000 5,013.000 2.800 14,036.40 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 4,000.000 2,007.000 5.570 11,178.99 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 80.000 51.000 78.750 4,016.25 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 26.000 13.000 78.790 1,024.27 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 6.000 2.000 1,073.000 2,146.00 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 4.000 4.000 276.500 1,106.00 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 20.000 10.000 92.670 926.70 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 90.000 55.000 105.460 5,800.30 0666 REF PAV MRK TY I(W)18"(YLD TRI)(100MIL) EA 40.000 5.000 34.800 174.00 0666 REFL PAV MRK TY I (Y) 6" (SLD)(100MIL) LF 10,000.000 27,408.000 1.020 27,956.16 0666 PAVEMENT SEALER 6" LF 39,050.000 6,637.000 .050 331.85 0666 PAVEMENT SEALER 8" LF 10,000.000 8,069.000 .090 726.21 0666 PAVEMENT SEALER 12" LF 8,500.000 4,743.000 .130 616.59 0666 PAVEMENT SEALER 24" LF 4,000.000 1,881.000 .270 507.87 0666 PAVEMENT SEALER (ARROW) EA 80.000 47.000 2.310 108.57 0666 PAVEMENT SEALER (WORD) EA 90.000 51.000 3.130 159.63 0666 PAVEMENT SEALER (DBL ARROW) EA 26.000 9.000 2.710 24.39 0666 PAVEMENT SEALER (EXIT GORE) EA 6.000 2.000 95.160 190.32 0666 PAVEMENT SEALER RR XING EA 4.000 4.000 5.440 21.76 0666 PAVEMENT SEALER UTURN ARROW EA 20.000 10.000 2.710 27.10 0666 PAVEMENT SEALER (YLD TRI) EA 40.000 5.000 2.710 13.55 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 39,050.000 6,797.000 .010 67.97 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 10,000.000 9,211.000 .020 184.22 0677 ELIM EXT PAV MRK & MRKS (12") LF 8,500.000 5,013.000 .020 100.26 0677 ELIM EXT PAV MRK & MRKS (24") LF 4,000.000 2,007.000 .040 80.28 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 80.000 53.000 10.130 536.89 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 26.000 13.000 12.150 157.95 0677 ELIM EXT PAV MRK & MRKS (EXIT GORE) EA 6.000 2.000 146.860 293.72 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 4.000 4.000 10.130 40.52 10677 ELIM EXT PAV MRK & MRKS (UTURN ARR) EA 20.000 10.000 13.170 131.70 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 90.000 57.000 10.130 577.41 0677 ELIM EXT PAV MRK & MRKS (18")(YLD TRI) EA 40.000 5.000 7.600 38.00 0678 PAV SURF PREP FOR MRK ( 6") LF 39,050.000 70,272.000 .300 21,081.60 0678 PAV SURF PREP FOR MRK ( 8") LF 10,000.000 8,591.000 .200 1,718.20 0678 PAV SURF PREP FOR MRK (12") LF 8,500.000 5,013.000 .200 1,002.60 0678 PAV SURF PREP FOR MRK (24") LF 4,000.000 2,007.000 .300 602.10 0678 PAV SURF PREP FOR MRK (ARROW) EA 80.000 51.000 20.260 1,033.26 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 26.000 13.000 .250 3.25 0678 PAV SURF PREP FOR MRK (EXIT GORE) EA 6.000 2.000 10.130 20.26 0678 PAV SURF PREP FOR MRK (RR XING) EA 4.000 4.000 3.040 12.16 0678 PAV SURF PREP FOR MRK (UTURN ARR) EA 20.000 10.000 .250 2.50 0678 PAV SURF PREP FOR MRK (WORD) EA 90.000 55.000 10.130 557.15 0678 PAV SURF PREP FOR MRK (18") (YLD TRI) EA 40.000 5.000 .200 1.00 0712 JT/CRCK SEAL (RUBBER-ASPHALT) LF 600,000.000 599,950.000 .220 131,989.00 0730 FULL-WIDTH MOWING - TRACT (1) AC 45.000 45.000 29.000 1,305.00 0730 FULL-WIDTH MOWING - TRACT (2) AC 556.200 556.200 29.000 16,129.80 0730 FULL-WIDTH MOWING - TRACT (3) AC 915.900 915.900 29.000 26,561.10 0730 FULL-WIDTH MOWING - TRACT (4) AC 9.000 9.000 29.000 261.00 0730 FULL-WIDTH MOWING - TRACT (5) AC 6.240 6.240 29.000 180.96 0730 FULL-WIDTH MOWING - TRACT (6) AC 14.520 14.520 29.000 421.08 0730 FULL-WIDTH MOWING - TRACT (7) AC 5.940 5.940 29.000 172.26 0730 FULL-WIDTH MOWING - TRACT (8) AC 4.830 4.830 29.000 140.07 0730 FULL-WIDTH MOWING - TRACT (9) AC 16.530 16.530 29.000 479.37 0730 FULL-WIDTH MOWING - TRACT (10) AC 4.230 4.230 29.000 122.67 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (1) CYC 36.000 33.000 900.000 29,700.00 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (2) CYC 36.000 30.000 700.000 21,000.00 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (1) CYC 36.000 33.000 640.000 21,120.00 10735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (2) CYC 12.000 13.000 640.000 8,320.00 0735 DEBRIS REMVL DIRECT CONNECTOR AREA(2) CYC 12.000 9.000 600.000 5,400.00 0738 CLEANING/SWEEPING (HANDWORK) SY 211,420.000 205,194.386 .220 45,142.76 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (1) CYC 12.000 12.000 2,100.000 25,200.00 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (2) CYC 12.000 11.000 1,860.000 20,460.00 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (1) CYC 12.000 12.000 2,100.000 25,200.00 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (2) CYC 12.000 11.000 1,850.000 20,350.00 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (1) CYC 12.000 12.000 2,970.000 35,640.00 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (2) CYC 12.000 11.000 3,150.000 34,650.00 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 12.000 10.000 1,600.000 16,000.00 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 11.000 3,190.000 35,090.00 0738 CLEAN/SWEEPING-DIRECT CONNECT-AREA(2)) CYC 12.000 11.000 1,600.000 17,600.00 0740 GRAFFITI REMOVAL (BLAST CLEANING) SF 1,200.000 642.000 1.350 866.70 0740 GRAFFITI REMOVAL (PAINTING) SF 1,200.000 459.000 1.000 459.00 0740 GRAFFITI REMOVAL (CHEMICAL CLEANING) SF 1,000.000 642.000 1.100 706.20 0764 DRAIN INLET CLEANING EA 210.000 170.000 52.000 8,840.00 0764 PUMP STATION WELL CLEANING EA 12.000 12.000 1,590.000 19,080.00 0764 BASKET AND INLET PIPE CLEANING EA 12.000 12.000 280.000 3,360.00 0764 DOWNSPOUT CLEANING EA 10.000 13.000 310.000 4,030.00 0764 STORM SEWER CLEANING(PIPE)(12"-18" DIA) LF 3,000.000 4,693.000 2.500 11,732.50 0764 STORM SEWER CLEANING(PIPE)(19"-24" DIA) LF 3,000.000 3,736.000 2.670 9,975.12 0764 STORM SEWER CLEANING(PIPE)(25"-30" DIA) LF 1,000.000 1,070.000 3.500 3,745.00 0764 STORM SEWER CLEANING(PIPE)(31"-36" DIA) LF 1,000.000 500.000 4.500 2,250.00 0764 STORM SEWER CLEANING(PIPE)(43"-54" DIA) LF 400.000 300.000 8.500 2,550.00 0764 STORM SEWER CLEAN(BOX CULV)(24-<48 SF) LF 200.000 200.000 18.000 3,600.00 0764 SLOTTED DRAIN CLEANING LF 9,500.000 8,060.000 3.000 24,180.00 0770 REPAIR RAIL ELEMENT (W-BEAM) LF 3,500.000 1,823.000 9.750 17,774.25 0770 REP RAIL ELMNT(THRIE-BM TRANS TO W-BM) LF 32.000 19.500 22.000 429.00 0770 REM/REPL TIMBER/STL POST W/O 1 CONC FND EA 204.000 31.000 28.000 868.00 0770 REM/REPL TIMBER/STL POST W/ CONC FND EA 250.000 91.000 34.000 3,094.00 0770 REALIGN POSTS EA 50.000 43.000 5.000 215.00 0770 REPL SINGLE GDRAIL TERM IMPACT HEAD EA 10.000 17.000 850.000 14,450.00 0770 REPLACE SINGLE GDRAIL TERMINAL RAIL LF 2,500.000 1,200.000 11.000 13,200.00 0770 REPLACE SINGLE GDRAIL TERMINAL POST EA 150.000 130.000 33.000 4,290.00 0770 REM & RESET SGT IMPACT HEAD EA 30.000 13.000 90.000 1,170.00 0770 REPLACE SGT OBJECT MARKER EA 10.000 1.000 25.000 25.00 0770 REPLACE SGT CABLE ANCHOR EA 11.000 4.000 50.000 200.00 0770 REPLACE SGT CABLE ASSEMBLY EA 15.000 10.000 80.000 800.00 0774 REMOVE AND REPLACE (NARROW REACT 350) EA 1.000 1.000 19,800.000 19,800.00 0774 REPAIR REACT(N)(MISC HARDWARE) EA 12.000 33.000 730.000 24,090.00 0774 REPAIR REACT(N)(CYLINDERS) EA 14.000 8.000 2,275.000 18,200.00 0774 REPAIR REACT (W)(MISC) (HARDWARE) EA 1.000 1.000 730.000 730.00 7288 FIBER REINFORCED POLYMER PATCH MATERIAL LB 200,000.000 152,263.000 1.870 284,731.81 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00162* BLOCK SODDING SY 459.000 459.000 5.430 2,492.37 4022* INTRLOCK ARTICULATING CONC BLKS(4" MIN) SF 28,050.000 35,296.000 7.387 260,731.55 4491* TYPE CAC CONCRETE CY 20.000 15.469 2,370.068 36,662.58 6834* PORTABLE CHANGEABLE MESSAGE SIGN DAY 100.000 32.000 209.070 6,690.24 9000* UNIFORMED POLICE OFFICERS BY CO NO.1 EA 30,000.000 35,584.590 1.000 35,584.59 9000* FLOWABLE BACKFILL LS 1.000 1.000 3,564.330 3,564.33 9000* CONCRETE FLUME EA 1.000 1.000 11,454.190 11,454.19 9000* REMOVE CONCRETE SWALE EA 3.000 3.000 1,979.210 5,937.63 9000* EXCAVATION ON SLOPES SF 4,131.000 4,131.000 2.010 8,303.31 9000* EMERGENCY BRIDGE REPAIR LS 1.000 1.000 16,779.180 16,779.18 0 SUBTOTAL BID ITEMS $ 2,251,837.27 0 CONTRACT TOTAL ALL ITEMS $ 2,251,837.27 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 11114004 MGR.NO. 061 PAGE 001 CONT 6231 SEC 76 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 623176001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,198,806.07 REPORT DATE 09/12/2014 08.57.47 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 01,2012 TO JAN 02,2013 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 - 623176001 6231-76-001 2,251,837.27 .00 2,251,837.27 .00 .00 2,251,837.27 2,251,837.27 .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 ********************************************************************************************************************************** 2,251,837.27 .00 2,251,837.27 .00 .00 2,251,837.27 2,251,837.27 .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 11114004 MGR.NO. 061 PAGE 001 CONT 6231 SEC 76 JOB 001 RES ENGR HUNT, JAMES PROJ RMC - 623176001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,198,806.07 REPORT DATE 09/12/2014 08.57.54 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD JAN 01,2012 TO JAN 02,2013 EST NO 014 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6231-76-001 RMC - 623176001 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 - $ 2,251,837.27