1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 2134009 MGR.NO. 051 PAGE 001 CONT 6249 SEC 06 JOB 001 RES ENGR SCHROEDER,CARL PROJ RMC - 624906001 HWY FM2988 1560 N.LASALLE NAVASOTA CNTY GRIMES DIST 17 CONTRACT PRICE $ 1,214,684.45 REPORT DATE 12/09/2013 20.14.01 CONTRACTOR GLENN FUQUA, INC. 621 EST PERIOD APR 15,2013 TO NOV 18,2013 EST NO 011 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN APR 15, 2013 TIME COMPUTED FROM APR 23, 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 = 79 200 94 106 BROUGHT FORWARD ADDL DAYS GRANTED = 20 NOV 13 1 1 ROADWAY OPEN/AWAITING ENGINEER APPROVALTOTAL DAYS ALLOWED = 99 2 1 SATURDAY DATE WORK COMPLETED 11/18/13 3 1 SUNDAY DAYS CHARGED TO DATE = 94 4 1 ROADWAY OPEN/AWAITING ENGINEER APPROVALASSESSED LIQ DAMAGES = 0 5 1 TOO WET LIQ DAMAGE RATE $ 685 6 1 ROADWAY OPEN/AWAITING ENGINEER APPROVAL 7 1 ROADWAY OPEN/AWAITING ENGINEER APPROVAL LIQUIDATED DAMAGES 8 1 ROADWAY OPEN/AWAITING ENGINEER APPROVAL 0 DAYS AT $ 685 PER DAY 9 1 SATURDAY TOTAL = $ .00 10 1 SUNDAY 11 1 ROADWAY OPEN/AWAITING ENGINEER APPROVALCERTIFIED AS CORRECT AND 12 1 ROADWAY OPEN/AWAITING ENGINEER APPROVALONE COPY HAS BEEN GIVEN 13 1 ROADWAY OPEN/AWAITING ENGINEER APPROVALTO THE CONTRACTOR 14 1 ROADWAY OPEN/AWAITING ENGINEER APPROVAL 15 1 ROADWAY OPEN/AWAITING ENGINEER APPROVAL 16 1 SATURDAY ---------------------------- 17 1 SUNDAY AREA/PROJECT ENGINEER 18 1 WORK COMPLETED AND ACCEPTED - - - - 0 ----- ----- ----- 218 94 124 3 SATURDAY 3 SUNDAY 0 HOLIDAY 10 ROADWAY OPEN/AWAITING ENGINEER APPROVAL 1 TOO WET 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 2134009 MGR.NO. 051 PAGE 001 CONT 6249 SEC 06 JOB 001 RES ENGR SCHROEDER,CARL PROJ RMC - 624906001 HWY FM2988 1560 N.LASALLE NAVASOTA CNTY GRIMES DIST 17 CONTRACT PRICE $ 1,214,684.45 REPORT DATE 12/09/2013 20.14.03 CONTRACTOR GLENN FUQUA, INC. 621 EST PERIOD APR 15,2013 TO NOV 18,2013 EST NO 011 & FINAL DIST. 17 COUNTY GRIMES CONTROL 6249-06-001 PROJECT RMC - 624906001 HIGHWAY FM2988 0LIMITS- SH 6 FM 362 0TYPE OF WORK- ROADWAY RESTORATION 0 0005 PREPARED BY DISTRICT MAINTENANCE 0 0055 ROADWAY RESTORATION NET LENGTH 4.688 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREPARING ROW STA 2.000 2.000 750.000 1,500.00 0061 9001*PREPARING ROW CO#1 STA 2.000 2.000 7,500.000 15,000.00 0062 9003*PREPARING ROW CO#2 STA 1.000 1.000 25,000.000 25,000.00 0065 0110 EXCAVATION (ROADWAY) CY 559.000 582.020 10.000 5,820.20 0066 9002*EXCAVATION(ROADWAY) CO#1 CY 100.000 100.000 20.000 2,000.00 0067 9004*EXCAVATION(ROADWAY) CO#2 CY 64.000 64.000 20.000 1,280.00 0070 0112 SUBGRADE WIDENING (DENS CONT) STA 241.490 243.110 165.000 40,113.15 0073 0132*EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 225.000 208.000 20.000 4,160.00 0074 9005*EMBANKMENT(FINAL)(ORD COMP)(TY B) CO#2 CY 47.000 0.000 20.000 .00 0075 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY B) CY 581.000 113.430 10.000 1,134.30 0080 0134 BACKFILL (TY B) STA 245.490 249.240 35.000 8,723.40 0085 0150 BLADING STA 245.490 263.200 60.000 15,792.00 0090 0150 BLADING HR 2.000 0.000 90.000 .00 0091 9006*BLADING HR 5.000 3.000 200.000 600.00 0095 0164 DRILL SEEDING (PERM) (RURAL) (SANDY) SY 41,740.000 0.000 .090 .00 0100 0164 DRILL SEEDING (TEMP) (WARM) SY 20,872.000 0.000 .080 .00 0105 0164 DRILL SEEDING (TEMP) (COOL) SY 20,872.000 0.000 .080 .00 0110 0168 VEGETATIVE WATERING MG 417.400 0.000 1.000 .00 0115 0251 REWORK BS MTL (TY D)(10")(ORD COMP) STA 241.490 242.110 210.000 50,843.10 0120 0275 CEMENT TON 1,570.000 1,586.630 130.000 206,261.90 0125 0275 CEMENT TREAT (EXIST MATL)(12") SY 69,764.000 70,052.666 .850 59,544.77 0128 0276*CM TRT(PT MX)(CL M)(TY D)(GR 1 2)(IN VEH) CY 235.000 260.220 65.000 16,914.30 0129 9007*CM TRT(PT MX)(CL M)(TY D)(GR 2)(IN VEH) CY 233.000 451.370 65.000 29,339.05 0130 0276 CMT TRT(PLNT MX)(CL N)(TY E)(GR 4)(11") SY 1,649.000 1,786.667 22.000 39,306.67 0135 0316 ASPH (RC-250) GAL 14,264.000 13,928.000 4.650 64,765.20 0140 0316 AGGR (TY-B GR-5 OR TY-L GR-5 SAC-B) CY 528.000 595.440 70.000 41,680.80 0145 0316 ASPH (TIER II) GAL 25,681.000 23,505.000 4.000 94,020.00 0150 0316 AGGR (TIER II) CY 571.000 572.000 85.000 48,620.00 0152 0401*FLOWABLE BACKFILL CY 53.000 14.000 200.000 2,800.00 0153 0402*TRENCH EXCAVATION PROTECTION LF 86.000 48.000 100.000 4,800.00 0154 9008*TRENCH EXCAVATION PROTECTION LF 48.000 0.000 100.000 .00 0155 0403 TEMPORARY SPL SHORING SF 5,211.000 3,431.000 18.000 61,758.00 0160 0430 CL C CONC FOR EXT STR (CULV) CY 25.200 7.700 850.000 6,545.00 0165 0432 RIPRAP (CONC)(4 IN) CY 82.700 78.220 400.000 31,288.00 0166 9009*RIP(CONC)(4IN) CY 2.000 0.000 1,000.000 .00 0170 0432 RIPRAP (STONE PROTECTION)(18 IN) CY 18.000 32.523 200.000 6,504.60 0171 0432*RIPRAP (SPECIAL) CY 12.000 0.000 250.000 .00 0172 9010*RIPRAP(STONE PROTECTION)(18 IN) CY 63.000 108.810 300.000 32,643.00 0173 0432*RIPRAP (STONE COMMON)(DRY)(18 IN) CY 7.000 0.000 300.000 .00 0175 0432 RIPRAP (STONE COMMON)(VARIBLE) CY 12.000 0.000 200.000 .00 0180 0460 CMP (GAL STL 36 IN) LF 3.420 3.420 350.000 1,197.00 0181 0462*CONC BOX CULV (4 FT X 3 FT) LF 240.000 240.000 208.334 50,000.16 0184 0464*RC PIPE (CL III)(42 IN) LF 172.000 172.000 75.000 12,900.00 0185 0466 WINGWALL (PW)(HW=5 FT) EA 1.000 1.000 5,500.000 5,500.00 0190 0466 WINGWALL (PW)(HW=6 FT) EA 1.000 1.000 7,500.000 7,500.00 0195 0466 WINGWALL (PW)(HW=7 FT) EA 1.000 1.000 8,500.000 8,500.00 0200 0466 WINGWALL (PW)(HW=8 FT) EA 1.000 1.000 11,000.000 11,000.00 0205 0466 WINGWALL (PW)(HW=9 FT) EA 1.000 1.000 19,000.000 19,000.00 0210 0466 WINGWALL (PW)(HW=10 FT) EA 1.000 1.000 18,000.000 18,000.00 0215 0466 HEADWALL (CH-PW-0)(DIA= 36 IN) EA 1.000 1.000 4,000.000 4,000.00 0220 0466 HEADWAL (CH-PW-0)(DIA=36IN)(MOD) EA 1.000 1.000 4,500.000 4,500.00 0221 0466*WINGWALL (PW-1)(HW=5 FT) EA 2.000 2.000 14,000.000 28,000.00 0225 0466 WINGWALL (SPECIAL)(HW=11FT) EA 2.000 2.000 22,000.000 44,000.00 0226 0472*REMOV & RE-LAY PIPE (30 IN) LF 12.000 12.000 300.000 3,600.00 0230 0496 REMOV STR (WINGWALL) EA 8.000 8.000 850.000 6,800.00 0235 0496 REMOV STR (PIPE) LF 1.000 1.000 800.000 800.00 0240 0500 MOBILIZATION LS 1.000 1.000 85,000.000 85,000.00 0245 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5.000 5.267 2,500.000 13,167.50 0250 0530 DRIVEWAYS (CONC) EA 5.000 3.000 2,000.000 6,000.00 0255 0530 DRIVEWAYS (ACP) EA 4.000 0.000 550.000 .00 0260 0530 DRIVEWAYS (SURF TREAT) EA 29.000 60.000 550.000 33,000.00 0265 0530 TURNOUTS (SURF TREAT) EA 31.000 0.000 500.000 .00 1 0270 0530 DRIVEWAYS (OTHER) EA 20.000 0.000 550.000 .00 0275 0560 MAILBOX INSTALL-D (TWW-POST)TY 4 FND-TB EA 6.000 2.000 175.000 350.00 0280 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 1.000 5.000 445.000 2,225.00 0285 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 24.000 25.000 165.000 4,125.00 0290 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 2,225.000 0.000 .090 .00 0295 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 70,535.000 0.000 .090 .00 0300 0662 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 2,760.000 0.000 .650 .00 0305 0662 WK ZN PAV MRK REMOV (W) 24" (SLD) LF 66.000 0.000 8.000 .00 0310 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,248.000 1,239.000 .900 1,115.10 0315 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 49,508.000 49,425.000 .290 14,333.25 0320 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 100.000 90.000 2.500 225.00 0325 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 1,590.000 1,590.000 .330 524.70 0330 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 43,175.000 43,102.000 .300 12,930.60 0335 0672 REFL PAV MRKR TY II-A-A EA 1,331.000 619.000 2.880 1,782.72 0340 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 6,577.000 0.000 .240 .00 0345 1122 ROCK FILTER DAMS (INSTALL) (TY 1) LF 610.000 465.000 23.000 10,695.00 0350 1122 ROCK FILTER DAMS (INSTALL) (TY 2) LF 75.000 75.000 23.000 1,725.00 0355 1122 ROCK FILTER DAMS (REMOVE) LF 685.000 540.000 9.000 4,860.00 0360 1122 SANDBAGS FOR EROSION CONTROL (12") LF 22.000 9.000 100.000 900.00 0365 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 4,295.000 3,270.000 2.650 8,665.50 0370 1122 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 4,295.000 3,270.000 1.000 3,270.00 0 SUBTOTAL BID ITEMS $ 1,348,948.97 0 TOTAL AMOUNT WORK DONE ROADWAY RESTORATION $ 1,348,948.97 0 TOTAL AMOUNT WORK DONE CONTROL 6249-06-001 $ 1,348,948.97 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 2134009 MGR.NO. 051 PAGE 001 CONT 6249 SEC 06 JOB 001 RES ENGR SCHROEDER,CARL PROJ RMC - 624906001 HWY FM2988 1560 N.LASALLE NAVASOTA CNTY GRIMES DIST 17 CONTRACT PRICE $ 1,214,684.45 REPORT DATE 12/09/2013 20.14.04 CONTRACTOR GLENN FUQUA, INC. 621 EST PERIOD APR 15,2013 TO NOV 18,2013 EST NO 011 & FINAL 0*********************************************************************************************************************************** -LIMITS - SH 6 0 FM 362 DATE WORK BEGAN APR 15, 2013 WORKING DAYS USED 94 PERCENT COMPLETE 100.00 PERCENT TIME USED 94.90 DATE COMPLETED NOV 18 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6249-06-001 RMC - 624906001 17 FM2988 GRIMES - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 2.000 2.000 750.000 1,500.00 0110 EXCAVATION (ROADWAY) CY 559.000 582.020 10.000 5,820.20 0112 SUBGRADE WIDENING (DENS CONT) STA 241.490 243.110 165.000 40,113.15 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY B) CY 581.000 113.430 10.000 1,134.30 0134 BACKFILL (TY B) STA 245.490 249.240 35.000 8,723.40 0150 BLADING STA 245.490 263.200 60.000 15,792.00 0251 REWORK BS MTL (TY D)(10")(ORD COMP) STA 241.490 242.110 210.000 50,843.10 0275 CEMENT TON 1,570.000 1,586.630 130.000 206,261.90 0275 CEMENT TREAT (EXIST MATL)(12") SY 69,764.000 70,052.666 .850 59,544.77 0276 CMT TRT(PLNT MX)(CL N)(TY E)(GR 4)(11") SY 1,649.000 1,786.667 22.000 39,306.67 0316 ASPH (RC-250) GAL 14,264.000 13,928.000 4.650 64,765.20 0316 AGGR (TY-B GR-5 OR TY-L GR-5 SAC-B) CY 528.000 595.440 70.000 41,680.80 0316 ASPH (TIER II) GAL 25,681.000 23,505.000 4.000 94,020.00 0316 AGGR (TIER II) CY 571.000 572.000 85.000 48,620.00 0403 TEMPORARY SPL SHORING SF 5,211.000 3,431.000 18.000 61,758.00 0430 CL C CONC FOR EXT STR (CULV) CY 25.200 7.700 850.000 6,545.00 0432 RIPRAP (CONC)(4 IN) CY 82.700 78.220 400.000 31,288.00 0432 RIPRAP (STONE PROTECTION)(18 IN) CY 18.000 32.523 200.000 6,504.60 10460 CMP (GAL STL 36 IN) LF 3.420 3.420 350.000 1,197.00 0466 WINGWALL (PW)(HW=5 FT) EA 1.000 1.000 5,500.000 5,500.00 0466 WINGWALL (PW)(HW=6 FT) EA 1.000 1.000 7,500.000 7,500.00 0466 WINGWALL (PW)(HW=7 FT) EA 1.000 1.000 8,500.000 8,500.00 0466 WINGWALL (PW)(HW=8 FT) EA 1.000 1.000 11,000.000 11,000.00 0466 WINGWALL (PW)(HW=9 FT) EA 1.000 1.000 19,000.000 19,000.00 0466 WINGWALL (PW)(HW=10 FT) EA 1.000 1.000 18,000.000 18,000.00 0466 HEADWALL (CH-PW-0)(DIA= 36 IN) EA 1.000 1.000 4,000.000 4,000.00 0466 HEADWAL (CH-PW-0)(DIA=36IN)(MOD) EA 1.000 1.000 4,500.000 4,500.00 0466 WINGWALL (SPECIAL)(HW=11FT) EA 2.000 2.000 22,000.000 44,000.00 0496 REMOV STR (WINGWALL) EA 8.000 8.000 850.000 6,800.00 0496 REMOV STR (PIPE) LF 1.000 1.000 800.000 800.00 0500 MOBILIZATION LS 1.000 1.000 85,000.000 85,000.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5.000 5.267 2,500.000 13,167.50 0530 DRIVEWAYS (CONC) EA 5.000 3.000 2,000.000 6,000.00 0530 DRIVEWAYS (SURF TREAT) EA 29.000 60.000 550.000 33,000.00 0560 MAILBOX INSTALL-D (TWW-POST)TY 4 FND-TB EA 6.000 2.000 175.000 350.00 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 1.000 5.000 445.000 2,225.00 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 24.000 25.000 165.000 4,125.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,248.000 1,239.000 .900 1,115.10 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 49,508.000 49,425.000 .290 14,333.25 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 100.000 90.000 2.500 225.00 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 1,590.000 1,590.000 .330 524.70 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 43,175.000 43,102.000 .300 12,930.60 0672 REFL PAV MRKR TY II-A-A EA 1,331.000 619.000 2.880 1,782.72 1122 ROCK FILTER DAMS (INSTALL) (TY 1) LF 610.000 465.000 23.000 10,695.00 1122 ROCK FILTER DAMS (INSTALL) (TY 2) LF 75.000 75.000 23.000 1,725.00 1122 ROCK FILTER DAMS (REMOVE) LF 685.000 540.000 9.000 4,860.00 1122 SANDBAGS FOR EROSION CONTROL (12") LF 22.000 9.000 100.000 900.00 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 4,295.000 3,270.000 2.650 8,665.50 1122 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 4,295.000 3,270.000 1.000 3,270.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00132* EMBANKMENT (FINAL)(ORD 1 COMP)(TY B) CY 225.000 208.000 20.000 4,160.00 0276* CM TRT(PT MX)(CL M)(TY D)(GR 2)(IN VEH) CY 235.000 260.220 65.000 16,914.30 0401* FLOWABLE BACKFILL CY 53.000 14.000 200.000 2,800.00 0402* TRENCH EXCAVATION PROTECTION LF 86.000 48.000 100.000 4,800.00 0462* CONC BOX CULV (4 FT X 3 FT) LF 240.000 240.000 208.334 50,000.16 0464* RC PIPE (CL III)(42 IN) LF 172.000 172.000 75.000 12,900.00 0466* WINGWALL (PW-1)(HW=5 FT) EA 2.000 2.000 14,000.000 28,000.00 0472* REMOV & RE-LAY PIPE (30 IN) LF 12.000 12.000 300.000 3,600.00 9001* PREPARING ROW CO#1 STA 2.000 2.000 7,500.000 15,000.00 9002* EXCAVATION(ROADWAY) CO#1 CY 100.000 100.000 20.000 2,000.00 9003* PREPARING ROW CO#2 STA 1.000 1.000 25,000.000 25,000.00 9004* EXCAVATION(ROADWAY) CO#2 CY 64.000 64.000 20.000 1,280.00 9006* BLADING HR 5.000 3.000 200.000 600.00 9007* CM TRT(PT MX)(CL M)(TY D)(GR 2)(IN VEH) CY 233.000 451.370 65.000 29,339.05 9010* RIPRAP(STONE PROTECTION)(18 IN) CY 63.000 108.810 300.000 32,643.00 0 SUBTOTAL BID ITEMS $ 1,348,948.97 0 CONTRACT TOTAL ALL ITEMS $ 1,348,948.97 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 2134009 MGR.NO. 051 PAGE 001 CONT 6249 SEC 06 JOB 001 RES ENGR SCHROEDER,CARL PROJ RMC - 624906001 HWY FM2988 1560 N.LASALLE NAVASOTA CNTY GRIMES DIST 17 CONTRACT PRICE $ 1,214,684.45 REPORT DATE 12/09/2013 20.14.04 CONTRACTOR GLENN FUQUA, INC. 621 EST PERIOD APR 15,2013 TO NOV 18,2013 EST NO 011 & 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 ********************************************************************************************************************************** 94 RMC - 624906001 6249-06-001 1,348,948.97 .00 1,348,948.97 .00 .00 1,348,948.97 1,276,344.57 72,604.40 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,348,948.97 .00 1,348,948.97 .00 .00 1,348,948.97 1,276,344.57 72,604.40 ---------------------------------------------------------------------------------------------------------------------------------- 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 2134009 MGR.NO. 051 PAGE 001 CONT 6249 SEC 06 JOB 001 RES ENGR SCHROEDER,CARL PROJ RMC - 624906001 HWY FM2988 1560 N.LASALLE NAVASOTA CNTY GRIMES DIST 17 CONTRACT PRICE $ 1,214,684.45 REPORT DATE 12/09/2013 20.14.05 CONTRACTOR GLENN FUQUA, INC. 621 EST PERIOD APR 15,2013 TO NOV 18,2013 EST NO 011 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6249-06-001 RMC - 624906001 17 FM2988 GRIMES -LIMITS - SH 6 FM 362 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 240 0500 MOBILIZATION LS 1.000 0.100 85,000.000 8,500.00 355 1122 ROCK FILTER DAMS (REMOVE) LF 685.000 80.000 9.000 720.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 152 0401* FLOWABLE BACKFILL CY 0.000 14.000 200.000 2,800.00 221 0466* WINGWALL (PW-1)(HW=5 FT) EA 0.000 2.000 14,000.000 28,000.00 91 9006* BLADING HR 0.000 3.000 200.000 600.00 129 9007* CM TRT(PT MX)(CL M)(TY D)(GR CY 0.000 118.360 65.000 7,693.40 2)(IN VEH) 172 9010* RIPRAP(STONE PROTECTION)(18 CY 0.000 80.970 300.000 24,291.00 IN) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 72,604.40 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,348,948.97