1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 10124026 MGR.NO. 061 PAGE 001 CONT 6245 SEC 77 JOB 001 RES ENGR HOBBS, MICHAEL PROJ RMC - 624577001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,095,745.22 REPORT DATE 05/09/2013 13.55.21 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 004 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JAN 01, 2013 TIME COMPUTED FROM JAN 01, 2013 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 90 90 0 BROUGHT FORWARD ADDL DAYS GRANTED = 0 APR 13 1 1 TOTAL DAYS ALLOWED = 365 2 1 DATE WORK COMPLETED 3 1 DAYS CHARGED TO DATE = 120 4 1 ASSESSED LIQ DAMAGES = 0 5 1 LIQ DAMAGE RATE $ 785 6 1 7 1 LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 785 PER DAY 9 1 TOTAL = $ .00 10 1 11 1 CERTIFIED AS CORRECT AND 12 1 ONE COPY HAS BEEN GIVEN 13 1 TO THE CONTRACTOR 14 1 15 1 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 1 30 1 0 ----- ----- ----- 120 120 0 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 10124026 MGR.NO. 061 PAGE 001 CONT 6245 SEC 77 JOB 001 RES ENGR HOBBS, MICHAEL PROJ RMC - 624577001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,095,745.22 REPORT DATE 05/09/2013 13.55.23 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 004 DIST. 12 COUNTY FORT BEND CONTROL 6245-77-001 PROJECT RMC - 624577001 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 11.000 .00 0080 0104 REMOVING CONC (SIDEWALKS) SY 70.000 0.000 7.000 .00 0085 0104 REMOVING CONC (CURB) LF 1,450.000 0.000 1.000 .00 0090 0276 CEM TRT(PLNT MX) (CL L)(TY C)(GR 2) TON 10.000 0.000 40.000 .00 0095 0292 ASPHALT STAB BASE (GR 2)(PG 64) TON 5.000 0.000 88.000 .00 0100 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") SY 1,500.000 0.000 48.000 .00 0105 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(10") SY 300.000 0.000 66.000 .00 0110 0361 FULL-DEPTH REPAIR CRCP (10") SY 700.000 0.000 170.000 .00 0115 0361 FULL-DEPTH REPAIR CRCP (13") SY 200.000 93.333 190.000 17,733.27 0120 0361 FULL-DEPTH REPAIR CRCP (14") SY 200.000 0.000 190.000 .00 0125 0361 FULL-DEPTH REPAIR CRCP (15") SY 100.000 0.000 200.000 .00 0130 0361 FULL-DEPTH REPAIR CPJR (10") SY 200.000 0.000 175.000 .00 0135 0361 FULL-DEPTH REPAIR CPJR (13") SY 200.000 0.000 188.000 .00 0140 0400 STRUCT EXCAV CY 11.000 0.000 20.000 .00 0145 0429 CNC STR REP (HORIZONTAL) SF 25.000 10.000 45.000 450.00 0150 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 12.000 10.000 45.000 450.00 0155 0429 CNC STR REP (BRDG DECK)(PARTIAL DEPTH) SF 10.000 0.000 29.000 .00 0160 0429 CNC STR REP (BRDG DECK)(FULL DEPTH) SF 10.000 0.000 65.000 .00 0165 0432 RIPRAP (CONC)(4 IN) CY 2.800 0.000 300.000 .00 0170 0438 CLEAN AND SEAL EXIST JOINTS LF 3,000.000 0.000 5.500 .00 0175 0454 SEALED EXPANSION JOINT (4 1 IN)(SEJ-A) LF 200.000 0.000 202.000 .00 0180 0465 INLET (STAGE II)(TY C) EA 2.000 0.000 1,200.000 .00 0185 0465 MANHOLE (STAGE II)(TY A) EA 1.000 0.000 1,000.000 .00 0190 0481 PVC PIPE (SDR-35)(8 IN) LF 100.000 0.000 30.000 .00 0195 0496 REMOV STR (INLET) EA 2.000 0.000 200.000 .00 0200 0496 REMOV STR (MANHOLE) EA 2.000 0.000 200.000 .00 0205 0496 REMOV STR (SMALL) EA 5.000 0.000 200.000 .00 0210 0512 PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF 90.000 0.000 5.000 .00 0215 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 12,000.000 0.000 3.000 .00 0220 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 90.000 0.000 5.000 .00 0225 0512 PORT CTB (REMOVE)(SAFETY SH)(TY 2) LF 90.000 0.000 1.000 .00 0230 0529 CONC CURB (DOWEL) LF 1,450.000 0.000 7.000 .00 0235 0531 CURB RAMPS (TY 1) EA 3.000 0.000 900.000 .00 0240 0531 CURB RAMPS (TY 7) EA 2.000 0.000 900.000 .00 0245 0531 CONC SIDEWALKS (4") SY 70.000 0.000 40.000 .00 0250 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1.000 0.000 1,200.000 .00 0255 0542 REMOVING TERMINAL ANCHOR SECTION EA 1.000 0.000 1.000 .00 0260 0666 REFL PAV MRK TY I (W) 6" (BRK)(100MIL) LF 1,200.000 730.000 .500 365.00 0265 0666 REFL PAV MRK TY I (W) 6" (DOT)(100MIL) LF 1,350.000 652.000 1.050 684.60 0270 0666 REFL PAV MRK TY I (W) 6" (SLD)(100MIL) LF 26,500.000 1,320.000 .500 660.00 0275 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 10,000.000 8,170.000 .650 5,310.50 0280 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 8,500.000 4,030.000 1.600 6,448.00 0285 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 4,000.000 1,616.000 3.400 5,494.40 0290 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 80.000 47.000 92.000 4,324.00 0295 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 26.000 20.000 107.000 2,140.00 0300 0666 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) EA 6.000 0.000 408.000 .00 0305 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 6.000 0.000 408.000 .00 0310 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 4.000 0.000 306.000 .00 0315 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 20.000 15.000 114.000 1,710.00 0320 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 90.000 64.000 132.000 8,448.00 0325 0666 REF PAV MRK TY I(W)18"(YLD TRI)(100MIL) EA 40.000 36.000 36.000 1,296.00 1 0330 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 300.000 0.000 .460 .00 0335 0666 REFL PAV MRK TY I (Y) 6" (SLD)(100MIL) LF 10,000.000 0.000 .460 .00 0340 0666 PAVEMENT SEALER 4" LF 300.000 0.000 .050 .00 0345 0666 PAVEMENT SEALER 6" LF 39,050.000 2,652.000 .060 159.12 0350 0666 PAVEMENT SEALER 8" LF 10,000.000 8,170.000 .090 735.30 0355 0666 PAVEMENT SEALER 12" LF 8,500.000 4,030.000 .110 443.30 0360 0666 PAVEMENT SEALER 24" LF 4,000.000 1,616.000 .180 290.88 0365 0666 PAVEMENT SEALER (ARROW) EA 80.000 47.000 3.100 145.70 0370 0666 PAVEMENT SEALER (WORD) EA 90.000 64.000 3.100 198.40 0375 0666 PAVEMENT SEALER (DBL ARROW) EA 26.000 20.000 3.100 62.00 0380 0666 PAVEMENT SEALER (ENTR GORE) EA 6.000 0.000 8.400 .00 0385 0666 PAVEMENT SEALER (EXIT GORE) EA 6.000 0.000 8.400 .00 0390 0666 PAVEMENT SEALER RR XING EA 4.000 0.000 11.250 .00 0395 0666 PAVEMENT SEALER UTURN ARROW EA 20.000 15.000 5.100 76.50 0400 0666 PAVEMENT SEALER (YLD TRI) EA 40.000 46.000 5.100 234.60 0405 0666 REF PV MRK TY I(W)(U-L ARR)(100 MIL) EA 8.000 2.000 148.000 296.00 0410 0666 PAVEMENT SEALER (U-L ARROW) EA 8.000 2.000 5.350 10.70 0415 0672 REFL PAV MRKR TY II-A-A EA 250.000 0.000 4.100 .00 0420 0672 REFL PAV MRKR TY II-C-R EA 950.000 667.000 4.100 2,734.70 0425 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 300.000 332.000 .150 49.80 0430 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 39,050.000 2,392.000 .120 287.04 0435 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 10,000.000 8,170.000 .220 1,797.40 0440 0677 ELIM EXT PAV MRK & MRKS (12") LF 8,500.000 4,030.000 .330 1,329.90 0445 0677 ELIM EXT PAV MRK & MRKS (24") LF 4,000.000 1,416.000 .450 637.20 0450 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 80.000 47.000 10.200 479.40 0455 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 26.000 20.000 10.200 204.00 0460 0677 ELIM EXT PAV MRK & MRKS (ENTR GORE) EA 6.000 0.000 10.200 .00 0465 0677 ELIM EXT PAV MRK & MRKS (EXIT GORE) EA 6.000 0.000 10.200 .00 0470 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 4.000 0.000 21.000 .00 0475 0677 ELIM EXT PAV MRK & MRKS (UTURN ARR) EA 20.000 15.000 21.000 315.00 0480 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 90.000 64.000 21.000 1,344.00 0485 0677 ELIM EXT PAV MRK & MRKS (18")(YLD TRI) EA 40.000 36.000 10.200 367.20 0490 0677 ELIM EXT PAV MRK & MRKS (U/LT ARROW) EA 8.000 2.000 10.200 20.40 0495 0678 PAV SURF PREP FOR MRK ( 4") LF 300.000 0.000 .010 .00 1 0500 0678 PAV SURF PREP FOR MRK ( 6") LF 39,050.000 2,652.000 .020 53.04 0505 0678 PAV SURF PREP FOR MRK ( 8") LF 10,000.000 8,170.000 .030 245.10 0510 0678 PAV SURF PREP FOR MRK (12") LF 8,500.000 4,030.000 .060 241.80 0515 0678 PAV SURF PREP FOR MRK (24") LF 4,000.000 1,616.000 .250 404.00 0520 0678 PAV SURF PREP FOR MRK (ARROW) EA 80.000 47.000 5.100 239.70 0525 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 26.000 20.000 5.100 102.00 0530 0678 PAV SURF PREP FOR MRK (ENTR GORE) EA 6.000 0.000 5.100 .00 0535 0678 PAV SURF PREP FOR MRK (EXIT GORE) EA 6.000 0.000 5.100 .00 0540 0678 PAV SURF PREP FOR MRK (RR XING) EA 4.000 0.000 5.100 .00 0545 0678 PAV SURF PREP FOR MRK (UTURN ARR) EA 20.000 15.000 5.100 76.50 0550 0678 PAV SURF PREP FOR MRK (WORD) EA 90.000 64.000 5.100 326.40 0555 0678 PAV SURF PREP FOR MRK (18") (YLD TRI) EA 40.000 36.000 5.100 183.60 0560 0678 PAV SURF PREP FOR MRK (U/LT ARROW) EA 8.000 2.000 5.100 10.20 0565 0712 JT/CRCK SEAL (RUBBER-ASPHALT) LF 1,000,000.000 0.000 .180 .00 0570 0730 FULL-WIDTH MOWING - TRACT (1) AC 45.000 0.000 28.000 .00 0575 0730 FULL-WIDTH MOWING - TRACT (2) AC 556.200 0.000 28.000 .00 0580 0730 FULL-WIDTH MOWING - TRACT (3) AC 915.900 0.000 28.000 .00 0585 0730 FULL-WIDTH MOWING - TRACT (4) AC 9.000 0.000 28.000 .00 0590 0730 FULL-WIDTH MOWING - TRACT (5) AC 6.240 0.000 28.000 .00 0595 0730 FULL-WIDTH MOWING - TRACT (6) AC 14.520 0.000 28.000 .00 0600 0730 FULL-WIDTH MOWING - TRACT (7) AC 5.940 0.000 28.000 .00 0605 0730 FULL-WIDTH MOWING - TRACT (8) AC 4.830 0.000 28.000 .00 0610 0730 FULL-WIDTH MOWING - TRACT (9) AC 16.530 0.000 28.000 .00 0615 0730 FULL-WIDTH MOWING - TRACT (10) AC 4.230 0.000 28.000 .00 0620 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (1) CYC 36.000 9.000 900.000 8,100.00 0625 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (2) CYC 24.000 8.000 800.000 6,400.00 0630 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (1) CYC 36.000 9.000 900.000 8,100.00 0635 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (2) CYC 24.000 8.000 800.000 6,400.00 1 0640 0735 DEBRIS REMVL DIRECT CONNECTOR AREA(2) CYC 24.000 2.000 1,075.000 2,150.00 0645 0738 CLEANING/SWEEPING (HANDWORK) SY 211,420.000 39,811.998 .270 10,749.24 0650 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (1) CYC 12.000 4.000 2,400.000 9,600.00 0655 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (2) CYC 24.000 8.000 1,600.000 12,800.00 0660 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (1) CYC 12.000 4.000 2,400.000 9,600.00 0665 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (2) CYC 24.000 10.000 1,600.000 16,000.00 0670 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (1) CYC 12.000 4.000 5,800.000 23,200.00 0675 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (2) CYC 24.000 8.000 3,800.000 30,400.00 0680 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 24.000 6.000 1,600.000 9,600.00 0685 0738 CLEAN/SWEEP (ENTR/EXT RMP)(AREA 1) CYC 12.000 4.000 1,900.000 7,600.00 0690 0738 CLEAN/SWEEPING-(ENTR/EXT RMP)(AREA 2) CYC 24.000 9.000 1,300.000 11,700.00 0695 0738 CLEAN/SWEEPING-DIRECT CONNECT-AREA(2)) CYC 24.000 7.000 1,600.000 11,200.00 0700 0740 GRAFFITI REMOVAL (BLAST CLEANING) SF 2,200.000 312.000 1.200 374.40 0705 0740 GRAFFITI REMOVAL (PAINTING) SF 2,200.000 298.000 1.300 387.40 0710 0740 GRAFFITI REMOVAL (CHEMICAL CLEANING) SF 2,000.000 312.000 1.050 327.60 0715 0740 ANTI-GRAFFITI COATING (SACRIFICIAL) SF 150.000 0.000 .550 .00 0720 0740 ANTI-GRAFFITI COATING (PERMANENT) SF 150.000 0.000 .550 .00 0725 0764 DRAIN INLET CLEANING EA 210.000 0.000 49.000 .00 0730 0764 PUMP STATION WELL CLEANING EA 12.000 3.000 1,700.000 5,100.00 0735 0764 BASKET AND INLET PIPE CLEANING EA 12.000 3.000 300.000 900.00 0740 0764 DOWNSPOUT CLEANING EA 10.000 0.000 315.000 .00 0745 0764 STORM SEWER CLEANING(PIPE)(12"-18" DIA) LF 3,000.000 0.000 2.650 .00 0750 0764 STORM SEWER CLEANING(PIPE)(19"-24" DIA) LF 3,000.000 0.000 3.000 .00 0755 0764 STORM SEWER CLEANING(PIPE)(25"-30" DIA) LF 1,000.000 0.000 3.700 .00 0760 0764 STORM SEWER CLEANING(PIPE)(31"-36" DIA) LF 1,000.000 0.000 4.400 .00 0765 0764 STORM SEWER CLEANING(PIPE)(43"-54" DIA) LF 400.000 0.000 6.400 .00 0770 0764 STORM SEWER CLEAN(BOX CULV)(12-<24 SF) LF 2,500.000 0.000 12.500 .00 0775 0764 STORM SEWER CLEAN(BOX CULV)(24-<48 SF) LF 200.000 0.000 18.000 .00 0780 0764 SLOTTED DRAIN CLEANING LF 9,500.000 0.000 3.250 .00 1 0785 0770 REPAIR RAIL ELEMENT (W-BEAM) LF 3,500.000 268.250 9.850 2,642.26 0790 0770 REPAIR RAIL ELEMENT (THRIE-BEAM) LF 56.000 0.000 10.000 .00 0795 0770 REP RAIL ELMNT(THRIE-BM TRANS TO W-BM) LF 32.000 6.250 10.000 62.50 0800 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 204.000 1.000 26.000 26.00 0805 0770 REM/REPL TIMBER/STL POST W/ CONC FND EA 250.000 24.000 34.000 816.00 0810 0770 REALIGN POSTS EA 50.000 2.000 5.000 10.00 0815 0770 REPL SINGLE GDRAIL TERM IMPACT HEAD EA 10.000 4.000 690.000 2,760.00 0820 0770 REPLACE SINGLE GDRAIL TERMINAL RAIL LF 2,500.000 600.000 13.000 7,800.00 0825 0770 REPLACE SINGLE GDRAIL TERMINAL POST EA 150.000 68.000 30.000 2,040.00 0830 0770 REM & RESET SGT IMPACT HEAD EA 30.000 14.000 35.000 490.00 0835 0770 REPLACE SGT OBJECT MARKER EA 10.000 0.000 20.000 .00 0840 0770 REPLACE SGT CABLE ANCHOR EA 11.000 3.000 50.000 150.00 0845 0770 REPLACE SGT CABLE ASSEMBLY EA 15.000 4.000 80.000 320.00 0850 0770 REPLACE SGT STRUT EA 10.000 0.000 70.000 .00 0855 0774 REMOVE AND REPLACE (NARROW REACT 350) EA 1.000 0.000 19,000.000 .00 0860 0774 REPAIR REACT(N)(MISC HARDWARE) EA 20.000 12.000 700.000 8,400.00 0865 0774 REPAIR REACT(N)(REAR SEC "S") EA 3.000 0.000 50.000 .00 0870 0774 REPAIR REACT(N)(REAR SEC "B") EA 3.000 0.000 50.000 .00 0875 0774 REPAIR REACT(N)(FRONT SECTION) EA 6.000 2.000 50.000 100.00 0880 0774 REPAIR REACT(N)(CYLINDERS) EA 14.000 5.000 2,200.000 11,000.00 0885 0774 REPAIR REACT (CYLINDERS) EA 1.000 0.000 2,200.000 .00 0890 0774 REPAIR REACT (W)(MISC) (HARDWARE) EA 1.000 1.000 700.000 700.00 0895 0774 REPAIR REACT (W)(CYLINDERS) EA 4.000 0.000 2,200.000 .00 0900 0774 REPAIR REACT (W)(DIAPHRAGM) EA 1.000 0.000 150.000 .00 0905 0776 REPAIR (STEEL POST W/ W-BEAM-T101) LF 25.000 0.000 1.000 .00 0910 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 200.000 0.000 1.000 .00 0915 1122 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 200.000 0.000 .250 .00 0920 4491 TYPE CAC CONCRETE CY 20.000 0.000 1,700.000 .00 0925 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 30.000 0.000 40.000 .00 0930 7622 FIBER REINFORCED POLYMER PATCH MATERIAL LB 160,000.000 105,826.000 1.800 190,486.80 0 SUBTOTAL BID ITEMS $ 488,106.85 1 TOTAL AMOUNT WORK DONE GEN ROUT MAINT OF US 59 $ 488,106.85 0 0980 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($) ($) - 0981 POLICE OFFICERS FOR TRAFFIC CONTROL 0 TOTAL AMOUNT WORK DONE CONTRACTOR FORCE ACCOUNT WORK $ .00 0 TOTAL AMOUNT WORK DONE CONTROL 6245-77-001 $ 488,106.85 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 10124026 MGR.NO. 061 PAGE 001 CONT 6245 SEC 77 JOB 001 RES ENGR HOBBS, MICHAEL PROJ RMC - 624577001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,095,745.22 REPORT DATE 05/09/2013 13.55.25 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 004 0*********************************************************************************************************************************** -LIMITS - VARIOUS AREAS OF US 59 0 VARIOUS AREAS OF US 59 DATE WORK BEGAN JAN 1 , 2013 WORKING DAYS USED 120 PERCENT COMPLETE 23.29 PERCENT TIME USED 32.80 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6245-77-001 RMC - 624577001 12 US0059 FORT BEND - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0361 FULL-DEPTH REPAIR CRCP (13") SY 200.000 93.333 190.000 17,733.27 0429 CNC STR REP (HORIZONTAL) SF 25.000 10.000 45.000 450.00 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 12.000 10.000 45.000 450.00 0666 REFL PAV MRK TY I (W) 6" (BRK)(100MIL) LF 1,200.000 730.000 .500 365.00 0666 REFL PAV MRK TY I (W) 6" (DOT)(100MIL) LF 1,350.000 652.000 1.050 684.60 0666 REFL PAV MRK TY I (W) 6" (SLD)(100MIL) LF 26,500.000 1,320.000 .500 660.00 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 10,000.000 8,170.000 .650 5,310.50 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 8,500.000 4,030.000 1.600 6,448.00 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 4,000.000 1,616.000 3.400 5,494.40 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 80.000 47.000 92.000 4,324.00 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 26.000 20.000 107.000 2,140.00 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 20.000 15.000 114.000 1,710.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 90.000 64.000 132.000 8,448.00 0666 REF PAV MRK TY I(W)18"(YLD 1 TRI)(100MIL) EA 40.000 36.000 36.000 1,296.00 0666 PAVEMENT SEALER 6" LF 39,050.000 2,652.000 .060 159.12 0666 PAVEMENT SEALER 8" LF 10,000.000 8,170.000 .090 735.30 0666 PAVEMENT SEALER 12" LF 8,500.000 4,030.000 .110 443.30 0666 PAVEMENT SEALER 24" LF 4,000.000 1,616.000 .180 290.88 0666 PAVEMENT SEALER (ARROW) EA 80.000 47.000 3.100 145.70 0666 PAVEMENT SEALER (WORD) EA 90.000 64.000 3.100 198.40 0666 PAVEMENT SEALER (DBL ARROW) EA 26.000 20.000 3.100 62.00 0666 PAVEMENT SEALER UTURN ARROW EA 20.000 15.000 5.100 76.50 0666 PAVEMENT SEALER (YLD TRI) EA 40.000 46.000 5.100 234.60 0666 REF PV MRK TY I(W)(U-L ARR)(100 MIL) EA 8.000 2.000 148.000 296.00 0666 PAVEMENT SEALER (U-L ARROW) EA 8.000 2.000 5.350 10.70 0672 REFL PAV MRKR TY II-C-R EA 950.000 667.000 4.100 2,734.70 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 300.000 332.000 .150 49.80 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 39,050.000 2,392.000 .120 287.04 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 10,000.000 8,170.000 .220 1,797.40 0677 ELIM EXT PAV MRK & MRKS (12") LF 8,500.000 4,030.000 .330 1,329.90 0677 ELIM EXT PAV MRK & MRKS (24") LF 4,000.000 1,416.000 .450 637.20 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 80.000 47.000 10.200 479.40 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 26.000 20.000 10.200 204.00 0677 ELIM EXT PAV MRK & MRKS (UTURN ARR) EA 20.000 15.000 21.000 315.00 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 90.000 64.000 21.000 1,344.00 0677 ELIM EXT PAV MRK & MRKS (18")(YLD TRI) EA 40.000 36.000 10.200 367.20 0677 ELIM EXT PAV MRK & MRKS (U/LT ARROW) EA 8.000 2.000 10.200 20.40 0678 PAV SURF PREP FOR MRK ( 6") LF 39,050.000 2,652.000 .020 53.04 0678 PAV SURF PREP FOR MRK ( 8") LF 10,000.000 8,170.000 .030 245.10 0678 PAV SURF PREP FOR MRK (12") LF 8,500.000 4,030.000 .060 241.80 0678 PAV SURF PREP FOR MRK (24") LF 4,000.000 1,616.000 .250 404.00 0678 PAV SURF PREP FOR MRK (ARROW) EA 80.000 47.000 5.100 239.70 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 26.000 20.000 5.100 102.00 0678 PAV SURF PREP FOR MRK (UTURN ARR) EA 20.000 15.000 5.100 76.50 0678 PAV SURF PREP FOR MRK (WORD) EA 90.000 64.000 5.100 326.40 0678 PAV SURF PREP FOR MRK (18") (YLD TRI) EA 40.000 36.000 5.100 183.60 0678 PAV SURF PREP FOR MRK (U/LT ARROW) EA 8.000 2.000 5.100 10.20 10735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (1) CYC 36.000 9.000 900.000 8,100.00 0735 DEBRIS-CNTR MEDIANS/MAINLANES-AREA (2) CYC 24.000 8.000 800.000 6,400.00 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (1) CYC 36.000 9.000 900.000 8,100.00 0735 DEBRIS-ENTRANCE/EXIT RAMPS - AREA (2) CYC 24.000 8.000 800.000 6,400.00 0735 DEBRIS REMVL DIRECT CONNECTOR AREA(2) CYC 24.000 2.000 1,075.000 2,150.00 0738 CLEANING/SWEEPING (HANDWORK) SY 211,420.000 39,811.998 .270 10,749.24 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (1) CYC 12.000 4.000 2,400.000 9,600.00 0738 CLEAN/SWEEP-CENTER MEDIAN-AREA (2) CYC 24.000 8.000 1,600.000 12,800.00 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (1) CYC 12.000 4.000 2,400.000 9,600.00 0738 CLEAN/SWEEP-OUTSIDE MAIN LANE-AREA (2) CYC 24.000 10.000 1,600.000 16,000.00 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (1) CYC 12.000 4.000 5,800.000 23,200.00 0738 CLEAN/SWEEP-FRONTAGE ROAD-AREA (2) CYC 24.000 8.000 3,800.000 30,400.00 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 24.000 6.000 1,600.000 9,600.00 0738 CLEAN/SWEEP (ENTR/EXT RMP)(AREA 1) CYC 12.000 4.000 1,900.000 7,600.00 0738 CLEAN/SWEEPING-(ENTR/EXT RMP)(AREA 2) CYC 24.000 9.000 1,300.000 11,700.00 0738 CLEAN/SWEEPING-DIRECT CONNECT-AREA(2)) CYC 24.000 7.000 1,600.000 11,200.00 0740 GRAFFITI REMOVAL (BLAST CLEANING) SF 2,200.000 312.000 1.200 374.40 0740 GRAFFITI REMOVAL (PAINTING) SF 2,200.000 298.000 1.300 387.40 0740 GRAFFITI REMOVAL (CHEMICAL CLEANING) SF 2,000.000 312.000 1.050 327.60 0764 PUMP STATION WELL CLEANING EA 12.000 3.000 1,700.000 5,100.00 0764 BASKET AND INLET PIPE CLEANING EA 12.000 3.000 300.000 900.00 0770 REPAIR RAIL ELEMENT (W-BEAM) LF 3,500.000 268.250 9.850 2,642.26 0770 REP RAIL ELMNT(THRIE-BM TRANS TO W-BM) LF 32.000 6.250 10.000 62.50 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 204.000 1.000 26.000 26.00 0770 REM/REPL TIMBER/STL POST W/ CONC FND EA 250.000 24.000 34.000 816.00 0770 REALIGN POSTS EA 50.000 2.000 5.000 10.00 0770 REPL SINGLE GDRAIL TERM IMPACT HEAD EA 10.000 4.000 690.000 2,760.00 0770 REPLACE SINGLE GDRAIL TERMINAL RAIL LF 2,500.000 600.000 13.000 7,800.00 0770 REPLACE SINGLE GDRAIL 1 TERMINAL POST EA 150.000 68.000 30.000 2,040.00 0770 REM & RESET SGT IMPACT HEAD EA 30.000 14.000 35.000 490.00 0770 REPLACE SGT CABLE ANCHOR EA 11.000 3.000 50.000 150.00 0770 REPLACE SGT CABLE ASSEMBLY EA 15.000 4.000 80.000 320.00 0774 REPAIR REACT(N)(MISC HARDWARE) EA 20.000 12.000 700.000 8,400.00 0774 REPAIR REACT(N)(FRONT SECTION) EA 6.000 2.000 50.000 100.00 0774 REPAIR REACT(N)(CYLINDERS) EA 14.000 5.000 2,200.000 11,000.00 0774 REPAIR REACT (W)(MISC) (HARDWARE) EA 1.000 1.000 700.000 700.00 7622 FIBER REINFORCED POLYMER PATCH MATERIAL LB 160,000.000 105,826.000 1.800 190,486.80 0 SUBTOTAL BID ITEMS $ 488,106.85 0 CONTRACT TOTAL ALL ITEMS $ 488,106.85 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 10124026 MGR.NO. 061 PAGE 001 CONT 6245 SEC 77 JOB 001 RES ENGR HOBBS, MICHAEL PROJ RMC - 624577001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,095,745.22 REPORT DATE 05/09/2013 13.55.25 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 004 ********************************************************************************************************************************** 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 - 624577001 6245-77-001 488,106.85 .00 488,106.85 .00 .00 488,106.85 247,100.05 241,006.80 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 488,106.85 .00 488,106.85 .00 .00 488,106.85 247,100.05 241,006.80 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 10124026 MGR.NO. 061 PAGE 001 CONT 6245 SEC 77 JOB 001 RES ENGR HOBBS, MICHAEL PROJ RMC - 624577001 HWY US0059 4235 SH 36 SOUTH ROSENBER CNTY FORT BEND DIST 12 CONTRACT PRICE $ 2,095,745.22 REPORT DATE 05/09/2013 13.55.28 CONTRACTOR ISI CONTRACTING, INC. 12521 EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 004 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6245-77-001 RMC - 624577001 12 US0059 FORT BEND -LIMITS - VARIOUS AREAS OF US 59 VARIOUS AREAS OF US 59 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 620 0735 DEBRIS-CNTR CYC 36.000 2.000 900.000 1,800.00 MEDIANS/MAINLANES-AREA (1) 625 0735 DEBRIS-CNTR CYC 24.000 5.000 800.000 4,000.00 MEDIANS/MAINLANES-AREA (2) 630 0735 DEBRIS-ENTRANCE/EXIT RAMPS - CYC 36.000 2.000 900.000 1,800.00 AREA (1) 635 0735 DEBRIS-ENTRANCE/EXIT RAMPS - CYC 24.000 3.000 800.000 2,400.00 AREA (2) 650 0738 CLEAN/SWEEP-CENTER CYC 12.000 1.000 2,400.000 2,400.00 MEDIAN-AREA (1) 655 0738 CLEAN/SWEEP-CENTER CYC 24.000 2.000 1,600.000 3,200.00 MEDIAN-AREA (2) 660 0738 CLEAN/SWEEP-OUTSIDE MAIN CYC 12.000 1.000 2,400.000 2,400.00 LANE-AREA (1) 665 0738 CLEAN/SWEEP-OUTSIDE MAIN CYC 24.000 4.000 1,600.000 6,400.00 LANE-AREA (2) 670 0738 CLEAN/SWEEP-FRONTAGE CYC 12.000 1.000 5,800.000 5,800.00 ROAD-AREA (1) 675 0738 CLEAN/SWEEP-FRONTAGE CYC 24.000 2.000 3,800.000 7,600.00 ROAD-AREA (2) 680 0738 CLEAN/SWEEP-HOV - AREA (2) CYC 24.000 2.000 1,600.000 3,200.00 685 0738 CLEAN/SWEEP (ENTR/EXT CYC 12.000 1.000 1,900.000 1,900.00 RMP)(AREA 1) 690 0738 CLEAN/SWEEPING-(ENTR/EXT CYC 24.000 4.000 1,300.000 5,200.00 RMP)(AREA 2) 695 0738 CLEAN/SWEEPING-DIRECT CYC 24.000 2.000 1,600.000 3,200.00 CONNECT-AREA(2)) 730 0764 PUMP STATION WELL CLEANING EA 12.000 3.000 1,700.000 5,100.00 735 0764 BASKET AND INLET PIPE EA 12.000 3.000 300.000 900.00 CLEANING 815 0770 REPL SINGLE GDRAIL TERM EA 10.000 1.000 690.000 690.00 IMPACT HEAD 820 0770 REPLACE SINGLE GDRAIL LF 2,500.000 75.000 13.000 975.00 TERMINAL RAIL 825 0770 REPLACE SINGLE GDRAIL EA 150.000 7.000 30.000 210.00 TERMINAL POST 830 0770 REM & RESET SGT IMPACT HEAD EA 30.000 1.000 35.000 35.00 840 0770 REPLACE SGT CABLE ANCHOR EA 11.000 1.000 50.000 50.00 845 0770 REPLACE SGT CABLE ASSEMBLY EA 15.000 1.000 80.000 80.00 860 0774 REPAIR REACT(N)(MISC EA 20.000 4.000 700.000 2,800.00 HARDWARE) 880 0774 REPAIR REACT(N)(CYLINDERS) EA 14.000 2.000 2,200.000 4,400.00 1 930 7622 FIBER REINFORCED POLYMER LB 160,000.000 96,926.000 1.800 174,466.80 PATCH MATERIAL --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 241,006.80 0 TOTAL AMOUNT WORK DONE TO DATE - $ 488,106.85