1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 7114024 MGR.NO. 004 PAGE 001 CONT 6214 SEC 81 JOB 001 RES ENGR ENGELHARDT, BEN PROJ RMC - 621481001 HWY FM3335 317 SH 97E FLORESVILLE, T CNTY WILSON DIST 15 CONTRACT PRICE $ 2,988,387.78 REPORT DATE 09/05/2012 16.08.07 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD SEP 21,2011 TO AUG 31,2012 EST NO 013 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN SEP 21, 2011 TIME COMPUTED FROM SEP 21, 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 = 180 315 180 135 BROUGHT FORWARD ADDL DAYS GRANTED = 8 AUG 12 1 1 VEG ESTABLISHMENT TOTAL DAYS ALLOWED = 188 2 1 VEG ESTABLISHMENT DATE WORK COMPLETED 08/31/12 3 1 VEG ESTABLISHMENT DAYS CHARGED TO DATE = 180 4 1 SATURDAY ASSESSED LIQ DAMAGES = 0 5 1 SUNDAY LIQ DAMAGE RATE $ 800 6 1 VEG ESTABLISHMENT 7 1 VEG ESTABLISHMENT LIQUIDATED DAMAGES 8 1 VEG ESTABLISHMENT 0 DAYS AT $ 800 PER DAY 9 1 VEG ESTABLISHMENT TOTAL = $ .00 10 1 VEG ESTABLISHMENT 11 1 SATURDAY CERTIFIED AS CORRECT AND 12 1 SUNDAY ONE COPY HAS BEEN GIVEN 13 1 VEG ESTABLISHMENT TO THE CONTRACTOR 14 1 VEG ESTABLISHMENT 15 1 VEG ESTABLISHMENT 16 1 VEG ESTABLISHMENT ---------------------------- 17 1 VEG ESTABLISHMENT AREA/PROJECT ENGINEER 18 1 SATURDAY 19 1 SUNDAY 20 1 VEG ESTABLISHMENT 21 1 VEG ESTABLISHMENT 22 1 VEG ESTABLISHMENT 23 1 VEG ESTABLISHMENT 24 1 VEG ESTABLISHMENT 25 1 SATURDAY 26 1 SUNDAY 27 1 VEG ESTABLISHMENT 28 1 VEG ESTABLISHMENT 29 1 VEG ESTABLISHMENT 30 1 VEG ESTABLISHMENT 31 1 WORK COMPLETED AND ACCEPTED ----- ----- ----- 346 180 166 4 SATURDAY 4 SUNDAY 0 HOLIDAY 22 VEG ESTABLISHMENT 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 7114024 MGR.NO. 004 PAGE 001 CONT 6214 SEC 81 JOB 001 RES ENGR ENGELHARDT, BEN PROJ RMC - 621481001 HWY FM3335 317 SH 97E FLORESVILLE, T CNTY WILSON DIST 15 CONTRACT PRICE $ 2,988,387.78 REPORT DATE 09/05/2012 16.08.09 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD SEP 21,2011 TO AUG 31,2012 EST NO 013 & FINAL DIST. 15 COUNTY WILSON CONTROL 6214-81-001 PROJECT RMC - 621481001 HIGHWAY FM3335 0LIMITS- SH 123 FM 1107 0TYPE OF WORK- PAVEMENT RESTORATION 0 0005 PREPARED BY FLORESVILLE MAINT. 0 0055 PAVEMENT RESTORATION NET LENGTH 6.934 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREPARING ROW STA 383.100 383.100 72.959 27,950.59 0061 0104*REMOVING CONC (RIPRAP) SY 7.000 7.000 80.000 560.00 0065 0110 EXCAVATION (ROADWAY) CY 15,357.000 15,357.000 5.964 91,589.15 0070 0112 SUBGRADE WIDENING (ORD COMP) STA 223.000 223.000 134.169 29,919.69 0075 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 6,275.000 6,275.000 3.528 22,138.20 0080 0150 BLADING HR 120.000 0.000 102.848 .00 0080 0150 ADJ EST QUANTITY TO DATE 40.000 0085 0158 SPEC EXCAV WORK (HYD EXCAVATOR) HR 80.000 0.000 134.348 .00 0085 0158 ADJ EST QUANTITY TO DATE 20.000 0090 0164 DRILL SEEDING (PERM) (RURAL) (SANDY) SY 168,177.000 149,046.670 .082 12,221.83 0095 0164 DRILL SEEDING (TEMP) (WARM) SY 96,100.000 0.000 .072 .00 0095 0164 ADJ EST QUANTITY TO DATE 0.000 0100 0164 DRILL SEEDING (TEMP) (COOL) SY 48,200.000 0.000 .072 .00 0100 0164 ADJ EST QUANTITY TO DATE 0.000 0105 0164 STRAW OR HAY MULCHING SY 130,256.000 0.000 .308 .00 0105 0164 ADJ EST QUANTITY TO DATE 0.000 0110 0168 VEGETATIVE WATERING MG 2,712.000 0.000 13.808 .00 0110 0168 ADJ EST QUANTITY TO DATE 0.000 0115 0169 SOIL RETENTION BLANKETS (CL 1) (TY B) SY 38,077.000 24,200.000 1.128 27,297.60 0120 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 25,602.000 25,602.000 30.289 775,458.98 0125 0251 REWORK BS MTL (TY D) (6") (ORD COMP) SY 49,623.000 49,623.000 1.061 52,650.00 0130 0275 CEMENT TON 800.800 876.070 78.183 68,493.78 0135 0275 CEMENT TREAT (EXIST MATL) 1 (6") SY 75,880.000 77,773.330 .798 62,063.12 0140 0275 CEMENT TREAT (SUBGRADE)(6") SY 47,164.000 47,164.000 1.449 68,340.64 0145 0316 ASPH (RC-250) GAL 21,406.000 21,340.000 4.263 90,972.42 0150 0316 AGGR(TY-E GR-5 SAC-B) CY 1,201.000 866.000 45.215 39,156.19 0155 0316 AGGR(TY-PE GR-3 SAC-B) CY 896.000 1,060.000 69.339 73,499.34 0160 0316 AGGR(TY-PE GR-4 SAC-B) CY 1,081.000 865.000 63.063 54,549.50 0165 0316 ASPH(AC-15P,AC-20XP,AC10 -2TR,AC-12-5TR) GAL 62,868.000 63,800.000 3.707 236,506.60 0170 0340 D-GR HMA(METH) TY-C SAC-B PG70-22 TON 1,208.000 1,174.240 73.527 86,338.34 0175 0340 D-GR HMA(METH) TY-B SAC-B PG64-22 TON 856.000 860.760 71.931 61,915.33 0180 0400 CUT & RESTORING PAV SY 31.000 0.000 79.950 .00 0180 0400 ADJ EST QUANTITY TO DATE 0.000 0185 0401 FLOWABLE BACKFILL CY 15.000 19.839 104.550 2,074.17 0190 0432 RIPRAP (CONC)(4 IN) CY 104.000 101.538 394.625 40,069.43 0190 0432 ADJ EST QUANTITY TO DATE 105.000 0195 0432 RIPRAP (MOW STRIP)(4 IN) CY 38.000 43.319 447.925 19,403.66 0200 0432 RIPRAP (CONC)(CL B) CY 8.000 10.960 394.625 4,325.09 0205 0450 RAIL (TY T101) LF 140.000 140.000 178.201 24,948.14 0210 0460 CMP (GAL STL 30 IN) LF 74.000 74.000 58.425 4,323.45 0215 0460 CMP (GAL STL 36 IN) LF 24.000 24.000 63.550 1,525.20 0220 0460 CMP (GAL STL 42 IN) LF 12.000 12.000 69.700 836.40 0225 0460 CMP AR (GAL STL DES 2) LF 76.000 76.000 35.875 2,726.50 0230 0460 CMP AR (GAL STL DES 3) LF 106.000 106.000 39.975 4,237.35 0235 0460 CMP AR (GAL STL DES 4) LF 16.000 16.000 60.475 967.60 0240 0460 CMP AR (GAL STL DES 5) LF 10.000 10.000 75.850 758.50 0241 0462*CONC BOX CULV (3 FT X 2 FT) LF 56.000 56.000 180.000 10,080.00 0245 0467 SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1)(C) EA 8.000 8.000 7,462.000 59,696.00 0246 0467*SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1)(C) EA 14.000 14.000 5,652.460 79,134.44 0247 0467*SET (TY I)(S= 7 FT)(HW= 4 FT)(4:1)(C) EA 4.000 4.000 4,844.970 19,379.88 0250 0467 SET (TY I)(S= 7 FT)(HW= 4 FT)(4:1)(C) EA 4.000 4.000 6,396.000 25,584.00 0251 0467*SET (TY I)(S= 3 FT)(HW= 3 FT)(6:1)(P) EA 1.000 1.000 3,200.000 3,200.00 0255 0467 SET (TY II)(30 IN)(CMP)(4:1)(C) EA 14.000 14.000 666.250 9,327.50 0260 0467 SET (TY II)(36 IN)(CMP)(4:1)(C) EA 4.000 4.000 1,119.300 4,477.20 0265 0467 SET (TY II)(42 IN)(CMP)(4:1)(C) EA 2.000 2.000 1,279.200 2,558.40 0270 0467 SET (TY II)(DES 3)(CMP)(4:1)(C) EA 8.000 8.000 612.950 4,903.60 0275 0467 SET (TY II)(DES 4)(CMP)(4:1)(C) EA 4.000 4.000 1,279.200 5,116.80 0280 0467 SET (TY II)(DES 2)(CMP)(6:1)(C) EA 4.000 4.000 586.300 2,345.20 0285 0467 SET (TY II)(DES 1 5)(CMP)(6:1)(C) EA 1.000 1.000 1,439.100 1,439.10 0290 0467 SET (TY II)(DES 2)(CMP)(6:1)(P) EA 2.000 2.000 586.300 1,172.60 0295 0467 SET (TY II)(DES 3)(CMP)(6:1)(P) EA 2.000 2.000 692.900 1,385.80 0299 0496*REMOV STR (SET) EA 1.000 1.000 1,200.000 1,200.00 0300 0496 REMOV STR (WINGWALL) EA 24.000 24.000 319.800 7,675.20 0305 0496 REMOV STR (HEADWALL) EA 25.000 25.000 426.400 10,660.00 0310 0496 REMOV STR (PIPE) EA 2.000 2.000 426.400 852.80 0315 0500 MOBILIZATION LS 1.000 1.000 362,991.163 362,991.16 0320 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 10.000 10.000 3,846.931 38,469.31 0321 0502*BARRICADES, SIGNS AND TRAFFIC HANDLING MO 1.000 1.000 1,000.000 1,000.00 0325 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 870.000 870.000 19.219 16,720.53 0330 0506 ROCK FILTER DAMS (REMOVE) LF 870.000 870.000 8.200 7,134.00 0335 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 156.000 64.255 11.993 770.61 0340 0506 CONSTRUCTION EXITS (REMOVE) SY 156.000 64.255 5.586 358.93 0345 0506 FRNT END LOADER WORK (ERSN & SEDM CONT) HR 120.000 0.000 87.885 .00 0345 0506 ADJ EST QUANTITY TO DATE 25.000 0350 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 680.000 688.000 1.999 1,375.31 0355 0510 ONE-WAY TRAFFIC CONTROL HR 310.000 168.000 71.978 12,092.30 0360 0530 INTERSECTIONS (SURF TREAT) SY 3,554.000 3,088.760 15.687 48,453.38 0365 0530 DRIVEWAYS (SURF TREAT) SY 2,281.000 1,881.500 15.078 28,369.26 0370 0530 TURNOUTS (SURF TREAT) SY 177.000 125.140 15.078 1,886.86 0375 0530 DRIVEWAYS AND TURNOUTS (SURF TREAT) SY 1,415.000 1,468.770 15.078 22,146.11 0380 0540 MTL W-BEAM GD FEN (TIM POST) LF 600.000 600.000 17.077 10,246.20 0385 0540 MTL BEAM GD FEN TRANS (T101) EA 4.000 4.000 845.625 3,382.50 0390 0544 GDRAIL END TRT(INST)(WOOD POST)(TY III) EA 4.000 4.000 2,317.525 9,270.10 0395 0560 MAILBOX INSTALL-D (TWW-POST)TY 4 FND-TB EA 3.000 5.000 194.750 973.75 0400 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 1.000 1.000 476.625 476.63 0405 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 18.000 17.000 184.500 3,136.50 0410 0644 RELOCATE SM RD SN SUP & AM TY S80 EA 4.000 4.000 328.000 1,312.00 0415 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 2,780.000 1,430.000 .308 440.44 0420 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 56,355.000 41,991.000 .267 11,211.60 0425 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 195.000 64.000 1.365 87.36 0430 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 5,976.000 4,133.000 .903 3,732.10 1 0435 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 808.000 737.000 .923 680.25 0440 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 150.000 168.000 7.175 1,205.40 0445 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 5.000 5.000 82.000 410.00 0450 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 5.000 5.000 102.500 512.50 0455 0666 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 16.000 11.000 41.000 451.00 0460 0666 REFL PAV MRK TY I (Y) 24"(SLD)(100MIL) LF 470.000 0.000 6.458 .00 0465 0666 REF PAV MRK TY II (W) (ARROW) EA 5.000 5.000 33.825 169.13 0470 0666 REF PAV MRK TY II (W) (WORD) EA 5.000 5.000 48.175 240.88 0475 0666 PAVEMENT SEALER 8" LF 808.000 694.000 .205 142.27 0480 0666 PAVEMENT SEALER 24" LF 620.000 18.000 2.050 36.90 0485 0666 PAVEMENT SEALER (YLD TRI) EA 16.000 5.000 30.750 153.75 0490 0672 REFL PAV MRKR TY I-C EA 91.000 91.000 3.229 293.84 0495 0672 REFL PAV MRKR TY II-A-A EA 1,178.000 1,098.000 3.229 3,545.44 0500 0681 TEMP TRAF SIGNALS EA 1.000 1.000 5,512.500 5,512.50 0505 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 77,600.000 77,600.000 .482 37,403.20 0510 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 4,940.000 3,400.000 .533 1,812.20 0515 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 56,372.000 59,108.000 .472 27,898.98 0520 8251 PAVEMENT SEALER 4" LF 138,912.000 138,912.000 .113 15,697.06 0 SUBTOTAL BID ITEMS $ 2,920,207.55 0 TOTAL AMOUNT WORK DONE PAVEMENT RESTORATION $ 2,920,207.55 0 TOTAL AMOUNT WORK DONE CONTROL 6214-81-001 $ 2,920,207.55 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 7114024 MGR.NO. 004 PAGE 001 CONT 6214 SEC 81 JOB 001 RES ENGR ENGELHARDT, BEN PROJ RMC - 621481001 HWY FM3335 317 SH 97E FLORESVILLE, T CNTY WILSON DIST 15 CONTRACT PRICE $ 2,988,387.78 REPORT DATE 09/05/2012 16.08.10 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD SEP 21,2011 TO AUG 31,2012 EST NO 013 & FINAL 0*********************************************************************************************************************************** -LIMITS - SH 123 0 FM 1107 DATE WORK BEGAN SEP 21, 2011 WORKING DAYS USED 180 PERCENT COMPLETE 100.00 PERCENT TIME USED 95.70 DATE COMPLETED AUG 31 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6214-81-001 RMC - 621481001 15 FM3335 WILSON - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 383.100 383.100 72.959 27,950.59 0110 EXCAVATION (ROADWAY) CY 15,357.000 15,357.000 5.964 91,589.15 0112 SUBGRADE WIDENING (ORD COMP) STA 223.000 223.000 134.169 29,919.69 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 6,275.000 6,275.000 3.528 22,138.20 0164 DRILL SEEDING (PERM) (RURAL) (SANDY) SY 168,177.000 149,046.670 .082 12,221.83 0169 SOIL RETENTION BLANKETS (CL 1) (TY B) SY 38,077.000 24,200.000 1.128 27,297.60 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 25,602.000 25,602.000 30.289 775,458.98 0251 REWORK BS MTL (TY D) (6") (ORD COMP) SY 49,623.000 49,623.000 1.061 52,650.00 0275 CEMENT TON 800.800 876.070 78.183 68,493.78 0275 CEMENT TREAT (EXIST MATL) (6") SY 75,880.000 77,773.330 .798 62,063.12 0275 CEMENT TREAT (SUBGRADE)(6") SY 47,164.000 47,164.000 1.449 68,340.64 0316 ASPH (RC-250) GAL 21,406.000 21,340.000 4.263 90,972.42 0316 AGGR(TY-E GR-5 SAC-B) CY 1,201.000 866.000 45.215 39,156.19 0316 AGGR(TY-PE GR-3 SAC-B) CY 896.000 1,060.000 69.339 73,499.34 0316 AGGR(TY-PE GR-4 SAC-B) CY 1,081.000 865.000 63.063 54,549.50 0316 ASPH(AC-15P,AC-20XP,AC10 -2TR,AC-12-5TR) GAL 62,868.000 63,800.000 3.707 236,506.60 0340 D-GR HMA(METH) TY-C SAC-B PG70-22 TON 1,208.000 1,174.240 73.527 86,338.34 10340 D-GR HMA(METH) TY-B SAC-B PG64-22 TON 856.000 860.760 71.931 61,915.33 0401 FLOWABLE BACKFILL CY 15.000 19.839 104.550 2,074.17 0432 RIPRAP (CONC)(4 IN) CY 104.000 101.538 394.625 40,069.43 0432 ADJ EST QUANTITY TO DATE 105.000 0432 RIPRAP (MOW STRIP)(4 IN) CY 38.000 43.319 447.925 19,403.66 0432 RIPRAP (CONC)(CL B) CY 8.000 10.960 394.625 4,325.09 0450 RAIL (TY T101) LF 140.000 140.000 178.201 24,948.14 0460 CMP (GAL STL 30 IN) LF 74.000 74.000 58.425 4,323.45 0460 CMP (GAL STL 36 IN) LF 24.000 24.000 63.550 1,525.20 0460 CMP (GAL STL 42 IN) LF 12.000 12.000 69.700 836.40 0460 CMP AR (GAL STL DES 2) LF 76.000 76.000 35.875 2,726.50 0460 CMP AR (GAL STL DES 3) LF 106.000 106.000 39.975 4,237.35 0460 CMP AR (GAL STL DES 4) LF 16.000 16.000 60.475 967.60 0460 CMP AR (GAL STL DES 5) LF 10.000 10.000 75.850 758.50 0467 SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1)(C) EA 8.000 8.000 7,462.000 59,696.00 0467 SET (TY I)(S= 7 FT)(HW= 4 FT)(4:1)(C) EA 4.000 4.000 6,396.000 25,584.00 0467 SET (TY II)(30 IN)(CMP)(4:1)(C) EA 14.000 14.000 666.250 9,327.50 0467 SET (TY II)(36 IN)(CMP)(4:1)(C) EA 4.000 4.000 1,119.300 4,477.20 0467 SET (TY II)(42 IN)(CMP)(4:1)(C) EA 2.000 2.000 1,279.200 2,558.40 0467 SET (TY II)(DES 3)(CMP)(4:1)(C) EA 8.000 8.000 612.950 4,903.60 0467 SET (TY II)(DES 4)(CMP)(4:1)(C) EA 4.000 4.000 1,279.200 5,116.80 0467 SET (TY II)(DES 2)(CMP)(6:1)(C) EA 4.000 4.000 586.300 2,345.20 0467 SET (TY II)(DES 5)(CMP)(6:1)(C) EA 1.000 1.000 1,439.100 1,439.10 0467 SET (TY II)(DES 2)(CMP)(6:1)(P) EA 2.000 2.000 586.300 1,172.60 0467 SET (TY II)(DES 3)(CMP)(6:1)(P) EA 2.000 2.000 692.900 1,385.80 0496 REMOV STR (WINGWALL) EA 24.000 24.000 319.800 7,675.20 0496 REMOV STR (HEADWALL) EA 25.000 25.000 426.400 10,660.00 0496 REMOV STR (PIPE) EA 2.000 2.000 426.400 852.80 0500 MOBILIZATION LS 1.000 1.000 362,991.163 362,991.16 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 10.000 10.000 3,846.931 38,469.31 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 870.000 870.000 19.219 16,720.53 0506 ROCK FILTER DAMS (REMOVE) LF 870.000 870.000 8.200 7,134.00 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 156.000 64.255 11.993 770.61 0506 CONSTRUCTION EXITS (REMOVE) SY 156.000 64.255 5.586 358.93 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 680.000 688.000 1.999 1,375.31 10510 ONE-WAY TRAFFIC CONTROL HR 310.000 168.000 71.978 12,092.30 0530 INTERSECTIONS (SURF TREAT) SY 3,554.000 3,088.760 15.687 48,453.38 0530 DRIVEWAYS (SURF TREAT) SY 2,281.000 1,881.500 15.078 28,369.26 0530 TURNOUTS (SURF TREAT) SY 177.000 125.140 15.078 1,886.86 0530 DRIVEWAYS AND TURNOUTS (SURF TREAT) SY 1,415.000 1,468.770 15.078 22,146.11 0540 MTL W-BEAM GD FEN (TIM POST) LF 600.000 600.000 17.077 10,246.20 0540 MTL BEAM GD FEN TRANS (T101) EA 4.000 4.000 845.625 3,382.50 0544 GDRAIL END TRT(INST)(WOOD POST)(TY III) EA 4.000 4.000 2,317.525 9,270.10 0560 MAILBOX INSTALL-D (TWW-POST)TY 4 FND-TB EA 3.000 5.000 194.750 973.75 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 1.000 1.000 476.625 476.63 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 18.000 17.000 184.500 3,136.50 0644 RELOCATE SM RD SN SUP & AM TY S80 EA 4.000 4.000 328.000 1,312.00 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 2,780.000 1,430.000 .308 440.44 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 56,355.000 41,991.000 .267 11,211.60 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 195.000 64.000 1.365 87.36 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 5,976.000 4,133.000 .903 3,732.10 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 808.000 737.000 .923 680.25 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 150.000 168.000 7.175 1,205.40 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 5.000 5.000 82.000 410.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 5.000 5.000 102.500 512.50 0666 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 16.000 11.000 41.000 451.00 0666 REF PAV MRK TY II (W) (ARROW) EA 5.000 5.000 33.825 169.13 0666 REF PAV MRK TY II (W) (WORD) EA 5.000 5.000 48.175 240.88 0666 PAVEMENT SEALER 8" LF 808.000 694.000 .205 142.27 0666 PAVEMENT SEALER 24" LF 620.000 18.000 2.050 36.90 0666 PAVEMENT SEALER (YLD TRI) EA 16.000 5.000 30.750 153.75 0672 REFL PAV MRKR TY I-C EA 91.000 91.000 3.229 293.84 0672 REFL PAV MRKR TY II-A-A EA 1,178.000 1,098.000 3.229 3,545.44 0681 TEMP TRAF SIGNALS EA 1.000 1.000 5,512.500 5,512.50 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 77,600.000 77,600.000 .482 37,403.20 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 4,940.000 3,400.000 .533 1,812.20 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 56,372.000 59,108.000 .472 27,898.98 18251 PAVEMENT SEALER 4" LF 138,912.000 138,912.000 .113 15,697.06 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00104* REMOVING CONC (RIPRAP) SY 7.000 7.000 80.000 560.00 0462* CONC BOX CULV (3 FT X 2 FT) LF 56.000 56.000 180.000 10,080.00 0467* SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1)(C) EA 14.000 14.000 5,652.460 79,134.44 0467* SET (TY I)(S= 7 FT)(HW= 4 FT)(4:1)(C) EA 4.000 4.000 4,844.970 19,379.88 0467* SET (TY I)(S= 3 FT)(HW= 3 FT)(6:1)(P) EA 1.000 1.000 3,200.000 3,200.00 0496* REMOV STR (SET) EA 1.000 1.000 1,200.000 1,200.00 0502* BARRICADES, SIGNS AND TRAFFIC HANDLING MO 1.000 1.000 1,000.000 1,000.00 0 SUBTOTAL BID ITEMS $ 2,920,207.55 0 CONTRACT TOTAL ALL ITEMS $ 2,920,207.55 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 7114024 MGR.NO. 004 PAGE 001 CONT 6214 SEC 81 JOB 001 RES ENGR ENGELHARDT, BEN PROJ RMC - 621481001 HWY FM3335 317 SH 97E FLORESVILLE, T CNTY WILSON DIST 15 CONTRACT PRICE $ 2,988,387.78 REPORT DATE 09/05/2012 16.08.10 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD SEP 21,2011 TO AUG 31,2012 EST NO 013 & 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 ********************************************************************************************************************************** 247 RMC - 621481001 6214-81-001 2,920,207.55 .00 2,920,207.55 .00 .00 2,920,207.55 2,851,618.67 68,588.88 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 2,920,207.55 .00 2,920,207.55 .00 .00 2,920,207.55 2,851,618.67 68,588.88 ---------------------------------------------------------------------------------------------------------------------------------- 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 7114024 MGR.NO. 004 PAGE 001 CONT 6214 SEC 81 JOB 001 RES ENGR ENGELHARDT, BEN PROJ RMC - 621481001 HWY FM3335 317 SH 97E FLORESVILLE, T CNTY WILSON DIST 15 CONTRACT PRICE $ 2,988,387.78 REPORT DATE 09/05/2012 16.08.13 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD SEP 21,2011 TO AUG 31,2012 EST NO 013 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6214-81-001 RMC - 621481001 15 FM3335 WILSON -LIMITS - SH 123 FM 1107 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 145 0316 ASPH (RC-250) GAL 21,406.000 -10.000 4.263 -42.63 150 0316 AGGR(TY-E GR-5 SAC-B) CY 1,201.000 -18.000 45.215 -813.87 190 0432 RIPRAP (CONC)(4 IN) CY 104.000 -0.011 394.625 -4.34 315 0500 MOBILIZATION LS 1.000 0.177 362,991.163 64,249.44 435 0666 REFL PAV MRK TY I (W) 8" LF 808.000 42.000 0.923 38.77 (SLD)(100MIL) 440 0666 REFL PAV MRK TY I (W) LF 150.000 150.000 7.175 1,076.25 24"(SLD)(100MIL) 455 0666 REF PAV MRK TY I(W)36"(YLD EA 16.000 6.000 41.000 246.00 TRI)(100MIL) 490 0672 REFL PAV MRKR TY I-C EA 91.000 91.000 3.229 293.84 495 0672 REFL PAV MRKR TY II-A-A EA 1,178.000 1,098.000 3.229 3,545.44 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 68,588.90 0 TOTAL AMOUNT WORK DONE TO DATE - $ 2,920,207.55