1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 6114016 MGR.NO. 003 PAGE 001 CONT 6225 SEC 55 JOB 001 RES ENGR MARTINEZ, NELDA PROJ RMC - 622555001 HWY SH0097 1817 BOB BULLOCK LP LARED CNTY LASALLE DIST 22 CONTRACT PRICE $ 3,580,834.65 REPORT DATE 04/08/2013 09.35.30 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD JUL 26,2011 TO DEC 01,2012 EST NO 019 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JUL 26, 2011 TIME COMPUTED FROM JUL 26, 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 = 300 464 250 214 BROUGHT FORWARD ADDL DAYS GRANTED = 0 DEC 12 1 1 WORK COMPLETED AND ACCEPTED TOTAL DAYS ALLOWED = 300 DATE WORK COMPLETED 12/01/12 DAYS CHARGED TO DATE = 263 ASSESSED LIQ DAMAGES = 0 LIQ DAMAGE RATE $ 800 0 LIQUIDATED DAMAGES 0 DAYS AT $ 800 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 465 250 215 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 6114016 MGR.NO. 003 PAGE 001 CONT 6225 SEC 55 JOB 001 RES ENGR MARTINEZ, NELDA PROJ RMC - 622555001 HWY SH0097 1817 BOB BULLOCK LP LARED CNTY LASALLE DIST 22 CONTRACT PRICE $ 3,580,834.65 REPORT DATE 04/08/2013 09.35.34 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD JUL 26,2011 TO DEC 01,2012 EST NO 019 & FINAL DIST. 22 COUNTY LASALLE CONTROL 6225-55-001 PROJECT RMC - 622555001 HIGHWAY SH0097 0LIMITS- FM 469 SH 72 0TYPE OF WORK- RESTORATION OF AN EXISTING ROAD 0 0050 RESTORATION OF EXISTING ROAD NET LENGTH 14.620 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0070 PREPARED BY NPM 4-8-11 0 0075 0100 PREPARING ROW STA 755.000 0.000 73.776 .00 0075 0100 ADJ EST QUANTITY TO DATE 0.000 0080 0104 REMOVING CONC (MEDIANS) SY 122.000 131.400 9.639 1,266.56 0080 0104 ADJ EST QUANTITY TO DATE 131.400 0085 0105 REMOVING STAB BASE AND ASPH PAV (13") SY 265.000 0.000 8.956 .00 0085 0105 ADJ EST QUANTITY TO DATE 0.000 0090 0110 EXCAVATION (CHANNEL) CY 43.000 0.000 29.580 .00 0090 0110 ADJ EST QUANTITY TO DATE 0.000 0095 0164 DRILL SEEDING (PERM) (RURAL) (CLAY) AC 41.000 0.000 800.000 .00 0095 0164 ADJ EST QUANTITY TO DATE 0.000 0100 0251 REWORK BS MATL (TY D)(9")(ORD COMP) SY 41,292.000 40,125.000 .326 13,080.75 0100 0251 ADJ EST QUANTITY TO DATE 40,125.000 0105 0251 RWRK BS MTL (TY D)(11")(OC)(ORG POS) SY 263,482.000 276,759.000 .377 104,338.14 0105 0251 ADJ EST QUANTITY TO DATE 276,759.000 0110 0275 CEMENT TON 4,233.000 4,583.350 85.000 389,584.75 0110 0275 ADJ EST QUANTITY TO DATE 4,583.350 0115 0275 CEMENT TREAT (EXIST MATL) (DC) (9") SY 41,275.000 40,125.000 .946 37,958.25 0115 0275 ADJ EST QUANTITY TO DATE 40,125.000 0120 0275 CEMENT TREAT (EXIST MATL)(DC)(11") SY 263,482.000 276,759.000 1.035 286,445.57 0120 0275 ADJ EST QUANTITY TO DATE 276,759.000 0125 0310 PRIME COAT (RC-250) GAL 59,985.000 55,620.000 4.029 224,092.98 0125 0310 ADJ EST QUANTITY TO DATE 55,620.000 0130 0316 ASPH (AC-20-5TR) GAL 105,056.000 0.000 3.407 .00 1 0130 0316 ADJ EST QUANTITY TO DATE 0.000 0135 0316 AGGR(TY-PE GR-4 SAC-B) CY 2,681.000 0.000 53.509 .00 0135 0316 ADJ EST QUANTITY TO DATE 0.000 0140 0316 AGGR (TY-PE GR-5) CY 2,537.000 2,790.000 58.874 164,258.46 0140 0316 ADJ EST QUANTITY TO DATE 2,790.000 0145 0316 ASPH(CRS-1P OR AC-15P) GAL 122,562.000 0.000 3.449 .00 0145 0316 ADJ EST QUANTITY TO DATE 0.000 0150 0316 AGGR (TY-PE GR-3) CY 3,284.000 3,405.000 52.408 178,449.24 0150 0316 ADJ EST QUANTITY TO DATE 3,405.000 0155 0400 CEM STABIL BKFL CY 102.000 0.000 85.000 .00 0155 0400 ADJ EST QUANTITY TO DATE 0.000 0160 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 23.000 62.730 232.560 14,588.49 0160 0429 ADJ EST QUANTITY TO DATE 62.730 0165 0429 CNC STR REP (REMOVE & REPLACE) CY 0.200 0.200 11,220.000 2,244.00 0170 0432 RIPRAP (CONC)(4 IN) CY 4.000 3.770 400.000 1,508.00 0170 0432 ADJ EST QUANTITY TO DATE 3.770 0175 0432 RIPRAP (CONC)(5 IN) CY 57.000 65.440 400.000 26,176.00 0175 0432 ADJ EST QUANTITY TO DATE 65.440 0180 0432 RIPRAP (CONC)(6 IN) CY 22.000 24.900 400.000 9,960.00 0180 0432 ADJ EST QUANTITY TO DATE 24.900 0185 0438 CLEAN AND SEAL EXIST JOINTS LF 930.000 750.000 88.740 66,555.00 0185 0438 ADJ EST QUANTITY TO DATE 750.000 0190 0450 RAIL (TY T101) LF 46.000 46.000 113.030 5,199.38 0195 0464 RC PIPE (CL III)(24 IN) LF 458.000 480.000 34.000 16,320.00 0195 0464 ADJ EST QUANTITY TO DATE 480.000 0200 0464 RC PIPE (CL III)(30 IN) LF 47.000 48.000 45.000 2,160.00 0200 0464 ADJ EST QUANTITY TO DATE 48.000 0205 0464 RC PIPE (CL III)(36 IN) LF 107.000 104.000 75.000 7,800.00 0205 0464 ADJ EST QUANTITY TO DATE 104.000 0210 0464 RC PIPE (ARCH)(CL III)(DES 1) LF 55.000 64.000 75.000 4,800.00 0210 0464 ADJ EST QUANTITY TO DATE 64.000 0215 0464 RC PIPE (ARCH)(CL IV)(DES 3) LF 27.000 32.000 95.000 3,040.00 0215 0464 ADJ EST QUANTITY TO DATE 32.000 0220 0466 WINGWALL (FW-0)(HW=8 FT) EA 1.000 1.000 3,950.000 3,950.00 0225 0466 WINGWALL (PW)(HW=8 FT) EA 1.000 1.000 9,000.000 9,000.00 0230 0467 SET (TY I)(S= 5 FT)(HW= 5 FT)(3:1)(C) EA 4.000 4.000 3,856.000 15,424.00 0235 0467 SET (TY I)(S= 5 FT)(HW= 5 FT)(4:1)(C) EA 3.000 3.000 4,500.000 13,500.00 0240 0467 SET (TY I)(S= 5 FT)(HW= 6 FT)(4:1)(C) EA 4.000 4.000 5,000.000 20,000.00 0245 0467 SET (TY I)(S= 7 FT)(HW= 7 FT)(4:1)(C) EA 4.000 4.000 5,980.000 23,920.00 0250 0467 SET (TY II)(24 IN)(RCP)(4:1)(C) EA 1.000 1.000 1,000.000 1,000.00 0255 0467 SET (TY II)(36 IN)(RCP)(4:1)(C) EA 4.000 4.000 1,950.000 7,800.00 0260 0467 SET (TY II)(48 1 IN)(RCP)(4:1)(C) EA 2.000 2.000 2,950.000 5,900.00 0265 0467 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 19.000 19.000 1,100.000 20,900.00 0270 0467 SET (TY II)(30 IN)(RCP)(6:1)(C) EA 2.000 2.000 1,500.000 3,000.00 0275 0467 SET (TY II)(DES 3)(RCP)(6:1)(P) EA 2.000 2.000 1,354.000 2,708.00 0280 0467 SET (TY II)(DES 1)(RCP)(6:1)(P) EA 4.000 4.000 1,826.000 7,304.00 0285 0480 CLEAN EXIST CULVS EA 10.000 10.000 2,200.000 22,000.00 0290 0496 REMOV STR (WINGWALL) EA 9.000 9.000 450.000 4,050.00 0295 0496 REMOV STR (HEADWALL) EA 26.000 26.000 450.000 11,700.00 0300 0496 REMOV STR (PIPE) LF 756.000 756.000 8.000 6,048.00 0305 0500 MOBILIZATION LS 1.000 1.000 300,000.000 300,000.00 0310 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 17.000 17.000 1,596.225 27,135.83 0315 0506 ROCK FILTER DAMS (INSTALL) (TY 3) LF 1,047.000 0.000 45.000 .00 0315 0506 ADJ EST QUANTITY TO DATE 0.000 0320 0506 ROCK FILTER DAMS (REMOVE) LF 1,047.000 0.000 10.000 .00 0320 0506 ADJ EST QUANTITY TO DATE 0.000 0325 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 234.000 0.000 22.000 .00 0325 0506 ADJ EST QUANTITY TO DATE 0.000 0330 0506 CONSTRUCTION EXITS (REMOVE) SY 234.000 0.000 12.000 .00 0330 0506 ADJ EST QUANTITY TO DATE 0.000 0335 0506 BACKHOE WORK (EROSION & SEDM CONT) HR 60.000 0.000 82.314 .00 0335 0506 ADJ EST QUANTITY TO DATE 0.000 0340 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 2,578.000 0.000 2.350 .00 0340 0506 ADJ EST QUANTITY TO DATE 0.000 0345 0510 ONE-WAY TRAFFIC CONTROL HR 1,680.000 1,358.000 68.646 93,221.27 0345 0510 ADJ EST QUANTITY TO DATE 1,358.000 0350 0512 PORT CTB (DES SOURCE)(SNGL SLP)(TY 1) LF 1,800.000 780.000 8.293 6,468.54 0350 0512 ADJ EST QUANTITY TO DATE 780.000 0355 0512 PORT CTB (MOVE)(SNGL SLP) (TY 1) LF 8,160.000 780.000 5.916 4,614.48 0355 0512 ADJ EST QUANTITY TO DATE 780.000 0360 0512 PORT CTB (STKPL)(SNGL SLP) (TY 1) LF 1,800.000 780.000 7.956 6,205.68 0360 0512 ADJ EST QUANTITY TO DATE 780.000 0365 0530 TURNOUTS (SURF TREAT) EA 10.000 10.000 1,810.928 18,109.28 0370 0536 CONC MEDIAN SY 63.000 0.000 65.000 .00 0370 0536 ADJ EST QUANTITY TO DATE 0.000 0375 0540 MTL W-BEAM GD FEN (TIM POST) LF 4,862.500 4,862.500 16.190 78,723.88 0380 0540 MTL W-BEAM GD FEN (STEEL POST) LF 12.500 12.500 68.450 855.63 0385 0540 MTL BEAM GD FEN TRANS (TL2) EA 12.000 12.000 473.000 5,676.00 0390 0540 MTL BEAM GD FEN TRANS (T101) EA 4.000 4.000 725.000 2,900.00 1 0395 0542 REMOVING METAL BEAM GUARD FENCE LF 1,200.000 1,200.000 .750 900.00 0400 0542 REMOVING TERMINAL ANCHOR SECTION EA 12.000 12.000 85.000 1,020.00 0405 0544 GUARDRAIL END TREATMENT (INSTALL) EA 18.000 18.000 1,757.000 31,626.00 0410 0644 INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA 4.000 4.000 500.000 2,000.00 0415 0644 REMOVE SM RD SN SUP & AM EA 10.000 10.000 65.000 650.00 0420 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB(BI) EA 18.000 0.000 15.000 .00 0420 0658 ADJ EST QUANTITY TO DATE 0.000 0425 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 24.000 0.000 15.000 .00 0425 0658 ADJ EST QUANTITY TO DATE 0.000 0430 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 92.000 92.000 10.000 920.00 0435 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) EA 46.000 46.000 65.000 2,990.00 0440 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 57.000 57.000 65.000 3,705.00 0445 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 396.000 10,659.000 1.224 13,046.62 0445 0662 ADJ EST QUANTITY TO DATE 10,659.000 0450 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 150,060.000 150,060.000 .430 64,525.80 0455 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 518.000 280.000 .890 249.20 0455 0666 ADJ EST QUANTITY TO DATE 280.000 0460 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 24.000 102.000 8.000 816.00 0460 0666 ADJ EST QUANTITY TO DATE 102.000 0465 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 3.000 3.000 150.000 450.00 0470 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 3.000 3.000 150.000 450.00 0475 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 16,982.000 18,680.000 .470 8,779.60 0475 0666 ADJ EST QUANTITY TO DATE 18,680.000 0480 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 23,986.000 16,300.000 .450 7,335.00 0480 0666 ADJ EST QUANTITY TO DATE 16,300.000 0485 0666 REF PAV MRK TY II (Y) 4" (BRK) LF 73,548.000 12,380.000 .200 2,476.00 0485 0666 ADJ EST QUANTITY TO DATE 12,380.000 0490 0666 REF PAV MRK TY II (Y) 4" (SLD) LF 49,656.000 4,247.000 .200 849.40 0490 0666 ADJ EST QUANTITY TO DATE 4,247.000 0495 0672 REFL PAV MRKR TY I-C EA 62.000 24.000 3.700 88.80 0495 0672 ADJ EST QUANTITY TO DATE 24.000 0500 0672 REFL PAV MRKR TY II-A-A EA 1,155.000 1,226.000 3.110 3,812.86 1 0500 0672 ADJ EST QUANTITY TO DATE 1,226.000 0505 0760 DITCH CLEANING AND RESHAPING (FOOT) LF 300.000 0.000 9.976 .00 0505 0760 ADJ EST QUANTITY TO DATE 0.000 0510 0105*REMOVE STAB BASE & ASPH PAV (24") SY 587.000 587.000 24.460 14,358.02 0515 9000*CEMENT TREAT (NEW MATRL) (DC)(24") SY 587.000 587.000 26.860 15,766.82 0520 9000*FL BS (CMP IN PLC) (TY E GR 4) (24") SY 587.000 587.000 51.380 30,160.06 0525 0401*FLOWABLE BACKFILL CY 196.820 187.500 151.150 28,340.63 0525 0401 ADJ EST QUANTITY TO DATE 187.500 0530 0545*CRASH CUSH ATTEN (INSTL)(REACT)(N) EA 2.000 2.000 4,944.830 9,889.66 0535 0545*CRASH CUSH ATTEN (MOVE&RESET)(REACT)(N) EA 2.000 2.000 1,670.000 3,340.00 0540 0545*CRASH CUSH ATTEN (REMOVE)(REACT)(N) EA 2.000 2.000 1,140.000 2,280.00 0545 0662*WK ZN PAV MRK REMOV (REFL) TY II-A-A EA 216.000 216.000 3.300 712.80 0550 0662*WK ZN PAV MRK REMOV (W) 4" (SLD) LF 2,120.000 1,368.000 .670 916.56 0550 0662 ADJ EST QUANTITY TO DATE 1,368.000 0555 0662*WK ZN PAV MRK REMOV (W) 24" (SLD) LF 48.000 28.000 6.680 187.04 0555 0662 ADJ EST QUANTITY TO DATE 28.000 0560 0662*WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 8,400.000 8,400.000 .670 5,628.00 0565 0677*ELIM EXT PAV MRK & MRKS ( 4") LF 1,315.000 0.000 .400 .00 0565 0677 ADJ EST QUANTITY TO DATE 0.000 0570 0681*TEMP TRAF SIGNALS EA 2.000 2.000 6,500.000 13,000.00 0575 6834*PORTABLE CHANGEABLE MESSAGE SIGN EA 2.000 2.000 4,896.300 9,792.60 0580 9000*ADD STRIPING MOBILIZATION EA 2.000 2.000 1,590.750 3,181.50 0585 0100*PREP ROW (TREE)(LESS THAN 24" DIA) EA 141.000 141.000 338.850 47,777.85 0590 0316*ASPH(AC-15P, CRS-1P OR CRS-2P) GAL 122,562.000 113,720.000 3.449 392,220.28 0590 0316 ADJ EST QUANTITY TO DATE 113,720.000 0595 9000*PREPARING ROW STA 755.000 755.000 22.220 16,776.10 0600 0104*REMOVING CONC (RIPRAP) SY 1,938.000 1,938.000 25.100 48,643.80 0605 0432*RIPRAP (CONC)(FLUME) CY 41.000 38.430 470.000 18,062.10 0605 0432 ADJ EST QUANTITY TO DATE 38.430 0610 0529*CONC CURB (DOWEL) LF 159.000 160.000 25.500 4,080.00 0610 0529 ADJ EST QUANTITY TO DATE 160.000 0615 9000*FLOWABLE BACKFILL CY 18.000 23.500 1,320.000 31,020.00 0615 9000 ADJ EST QUANTITY TO DATE 23.500 0620 9000*CNC STR REP (REMOVE & REPLACE) CY 29.000 12.820 1,030.000 13,204.60 0620 9000 ADJ EST QUANTITY TO DATE 12.820 1 0625 9000*RIPRAP (CONC) (5") CY 3.100 4.820 585.000 2,819.70 0625 9000 ADJ EST QUANTITY TO DATE 4.820 0630 9000*REMOBILIZATION LS 1.000 1.000 59,900.000 59,900.00 0635 9000*GABION (GALV) CY 272.000 272.000 138.000 37,536.00 0640 9000*GABION MATTRESSES (GALV) (6") SY 4,107.000 4,110.170 63.800 262,228.85 0640 9000 ADJ EST QUANTITY TO DATE 4,110.170 0 SUBTOTAL BID ITEMS $ 3,500,453.41 0 MATERIAL ON HAND 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY % INV UNIT PRICE AMOUNT NO. PRICE ALLOWED($) ($) 0 0900 775 AGGR TY PE GR 5 CY 0.000 100 36.720 .00 0905 776 AGGR TY PE GR 3 CY 0.000 100 33.480 .00 0910 777 RCP CL III 24" LF 0.000 100 21.720 .00 0920 779 REINFORCING STEEL LB 0.000 100 0.460 .00 0925 780 MBGF TIM POST LF 0.000 100 9.320 .00 0930 781 MBGF TRANS TL2 EA 0.000 100 90.000 .00 0935 782 GD RAIL END TRTMNT SGT EA 0.000 100 1,284.000 .00 0940 778 SET TY II 24" RCP 6:1 EA 0.000 100 521.220 .00 0945 783 SET TY I 3:1 C PIPE RUN EA 0.000 100 1,325.000 .00 0950 784 SET TY I 4:1 C PIPE RUN EA 0.000 100 1,165.000 .00 0955 785 SET TY I 4:1 C PIPE RUN EA 0.000 100 2,140.000 .00 0960 786 SET TY I 4:1 C PIPE RUN EA 0.000 100 3,060.000 .00 0965 787 SET TY II RCP 4:1 C PIP EA 0.000 100 300.000 .00 0970 788 GABION GLAV 6'X3'X3' BA EA 0.000 100 94.000 .00 0975 789 GABION MATT. GAL 6" BAS EA 0.000 100 128.000 .00 0 TOTAL AMOUNT WORK DONE RESTORATION OF EXISTING ROAD $ 3,500,453.41 0 TOTAL AMOUNT WORK DONE CONTROL 6225-55-001 $ 3,500,453.41 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 6114016 MGR.NO. 003 PAGE 001 CONT 6225 SEC 55 JOB 001 RES ENGR MARTINEZ, NELDA PROJ RMC - 622555001 HWY SH0097 1817 BOB BULLOCK LP LARED CNTY LASALLE DIST 22 CONTRACT PRICE $ 3,580,834.65 REPORT DATE 04/08/2013 09.35.36 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD JUL 26,2011 TO DEC 01,2012 EST NO 019 & FINAL 0*********************************************************************************************************************************** -LIMITS - FM 469 0 SH 72 DATE WORK BEGAN JUL 26, 2011 WORKING DAYS USED 263 PERCENT COMPLETE 100.00 PERCENT TIME USED 87.60 DATE COMPLETED DEC 1 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6225-55-001 RMC - 622555001 22 SH0097 LASALLE - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (MEDIANS) SY 122.000 131.400 9.639 1,266.56 0104 ADJ EST QUANTITY TO DATE 131.400 0251 REWORK BS MATL (TY D)(9")(ORD COMP) SY 41,292.000 40,125.000 .326 13,080.75 0251 ADJ EST QUANTITY TO DATE 40,125.000 0251 RWRK BS MTL (TY D)(11")(OC)(ORG POS) SY 263,482.000 276,759.000 .377 104,338.14 0251 ADJ EST QUANTITY TO DATE 276,759.000 0275 CEMENT TON 4,233.000 4,583.350 85.000 389,584.75 0275 ADJ EST QUANTITY TO DATE 4,583.350 0275 CEMENT TREAT (EXIST MATL) (DC) (9") SY 41,275.000 40,125.000 .946 37,958.25 0275 ADJ EST QUANTITY TO DATE 40,125.000 0275 CEMENT TREAT (EXIST MATL)(DC)(11") SY 263,482.000 276,759.000 1.035 286,445.57 0275 ADJ EST QUANTITY TO DATE 276,759.000 0310 PRIME COAT (RC-250) GAL 59,985.000 55,620.000 4.029 224,092.98 0310 ADJ EST QUANTITY TO DATE 55,620.000 0316 AGGR (TY-PE GR-5) CY 2,537.000 2,790.000 58.874 164,258.46 0316 ADJ EST QUANTITY TO DATE 2,790.000 0316 AGGR (TY-PE GR-3) CY 3,284.000 3,405.000 52.408 178,449.24 0316 ADJ EST QUANTITY TO DATE 3,405.000 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 23.000 62.730 232.560 14,588.49 0429 ADJ EST QUANTITY TO DATE 62.730 10429 CNC STR REP (REMOVE & REPLACE) CY 0.200 .200 11,220.000 2,244.00 0432 RIPRAP (CONC)(4 IN) CY 4.000 3.770 400.000 1,508.00 0432 ADJ EST QUANTITY TO DATE 3.770 0432 RIPRAP (CONC)(5 IN) CY 57.000 65.440 400.000 26,176.00 0432 ADJ EST QUANTITY TO DATE 65.440 0432 RIPRAP (CONC)(6 IN) CY 22.000 24.900 400.000 9,960.00 0432 ADJ EST QUANTITY TO DATE 24.900 0438 CLEAN AND SEAL EXIST JOINTS LF 930.000 750.000 88.740 66,555.00 0438 ADJ EST QUANTITY TO DATE 750.000 0450 RAIL (TY T101) LF 46.000 46.000 113.030 5,199.38 0464 RC PIPE (CL III)(24 IN) LF 458.000 480.000 34.000 16,320.00 0464 ADJ EST QUANTITY TO DATE 480.000 0464 RC PIPE (CL III)(30 IN) LF 47.000 48.000 45.000 2,160.00 0464 ADJ EST QUANTITY TO DATE 48.000 0464 RC PIPE (CL III)(36 IN) LF 107.000 104.000 75.000 7,800.00 0464 ADJ EST QUANTITY TO DATE 104.000 0464 RC PIPE (ARCH)(CL III)(DES 1) LF 55.000 64.000 75.000 4,800.00 0464 ADJ EST QUANTITY TO DATE 64.000 0464 RC PIPE (ARCH)(CL IV)(DES 3) LF 27.000 32.000 95.000 3,040.00 0464 ADJ EST QUANTITY TO DATE 32.000 0466 WINGWALL (FW-0)(HW=8 FT) EA 1.000 1.000 3,950.000 3,950.00 0466 WINGWALL (PW)(HW=8 FT) EA 1.000 1.000 9,000.000 9,000.00 0467 SET (TY I)(S= 5 FT)(HW= 5 FT)(3:1)(C) EA 4.000 4.000 3,856.000 15,424.00 0467 SET (TY I)(S= 5 FT)(HW= 5 FT)(4:1)(C) EA 3.000 3.000 4,500.000 13,500.00 0467 SET (TY I)(S= 5 FT)(HW= 6 FT)(4:1)(C) EA 4.000 4.000 5,000.000 20,000.00 0467 SET (TY I)(S= 7 FT)(HW= 7 FT)(4:1)(C) EA 4.000 4.000 5,980.000 23,920.00 0467 SET (TY II)(24 IN)(RCP)(4:1)(C) EA 1.000 1.000 1,000.000 1,000.00 0467 SET (TY II)(36 IN)(RCP)(4:1)(C) EA 4.000 4.000 1,950.000 7,800.00 0467 SET (TY II)(48 IN)(RCP)(4:1)(C) EA 2.000 2.000 2,950.000 5,900.00 0467 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 19.000 19.000 1,100.000 20,900.00 0467 SET (TY II)(30 IN)(RCP)(6:1)(C) EA 2.000 2.000 1,500.000 3,000.00 0467 SET (TY II)(DES 3)(RCP)(6:1)(P) EA 2.000 2.000 1,354.000 2,708.00 0467 SET (TY II)(DES 1)(RCP)(6:1)(P) EA 4.000 4.000 1,826.000 7,304.00 0480 CLEAN EXIST CULVS EA 10.000 10.000 2,200.000 22,000.00 0496 REMOV STR (WINGWALL) EA 9.000 9.000 450.000 4,050.00 0496 REMOV STR (HEADWALL) EA 26.000 26.000 450.000 11,700.00 0496 REMOV STR (PIPE) LF 756.000 756.000 8.000 6,048.00 0500 MOBILIZATION LS 1.000 1.000 300,000.000 300,000.00 10502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 17.000 17.000 1,596.225 27,135.83 0510 ONE-WAY TRAFFIC CONTROL HR 1,680.000 1,358.000 68.646 93,221.27 0510 ADJ EST QUANTITY TO DATE 1,358.000 0512 PORT CTB (DES SOURCE)(SNGL SLP)(TY 1) LF 1,800.000 780.000 8.293 6,468.54 0512 ADJ EST QUANTITY TO DATE 780.000 0512 PORT CTB (MOVE)(SNGL SLP) (TY 1) LF 8,160.000 780.000 5.916 4,614.48 0512 ADJ EST QUANTITY TO DATE 780.000 0512 PORT CTB (STKPL)(SNGL SLP) (TY 1) LF 1,800.000 780.000 7.956 6,205.68 0512 ADJ EST QUANTITY TO DATE 780.000 0530 TURNOUTS (SURF TREAT) EA 10.000 10.000 1,810.928 18,109.28 0540 MTL W-BEAM GD FEN (TIM POST) LF 4,862.500 4,862.500 16.190 78,723.88 0540 MTL W-BEAM GD FEN (STEEL POST) LF 12.500 12.500 68.450 855.63 0540 MTL BEAM GD FEN TRANS (TL2) EA 12.000 12.000 473.000 5,676.00 0540 MTL BEAM GD FEN TRANS (T101) EA 4.000 4.000 725.000 2,900.00 0542 REMOVING METAL BEAM GUARD FENCE LF 1,200.000 1,200.000 .750 900.00 0542 REMOVING TERMINAL ANCHOR SECTION EA 12.000 12.000 85.000 1,020.00 0544 GUARDRAIL END TREATMENT (INSTALL) EA 18.000 18.000 1,757.000 31,626.00 0644 INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA 4.000 4.000 500.000 2,000.00 0644 REMOVE SM RD SN SUP & AM EA 10.000 10.000 65.000 650.00 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 92.000 92.000 10.000 920.00 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) EA 46.000 46.000 65.000 2,990.00 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 57.000 57.000 65.000 3,705.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 396.000 10,659.000 1.224 13,046.62 0662 ADJ EST QUANTITY TO DATE 10,659.000 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 150,060.000 150,060.000 .430 64,525.80 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 518.000 280.000 .890 249.20 0666 ADJ EST QUANTITY TO DATE 280.000 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 24.000 102.000 8.000 816.00 0666 ADJ EST QUANTITY TO DATE 102.000 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 3.000 3.000 150.000 450.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 3.000 3.000 150.000 450.00 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 16,982.000 18,680.000 .470 8,779.60 10666 ADJ EST QUANTITY TO DATE 18,680.000 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 23,986.000 16,300.000 .450 7,335.00 0666 ADJ EST QUANTITY TO DATE 16,300.000 0666 REF PAV MRK TY II (Y) 4" (BRK) LF 73,548.000 12,380.000 .200 2,476.00 0666 ADJ EST QUANTITY TO DATE 12,380.000 0666 REF PAV MRK TY II (Y) 4" (SLD) LF 49,656.000 4,247.000 .200 849.40 0666 ADJ EST QUANTITY TO DATE 4,247.000 0672 REFL PAV MRKR TY I-C EA 62.000 24.000 3.700 88.80 0672 ADJ EST QUANTITY TO DATE 24.000 0672 REFL PAV MRKR TY II-A-A EA 1,155.000 1,226.000 3.110 3,812.86 0672* ADJ EST QUANTITY TO DATE 1,226.000 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00100* PREP ROW (TREE)(LESS THAN 24" DIA) EA 141.000 141.000 338.850 47,777.85 0104* REMOVING CONC (RIPRAP) SY 1,938.000 1,938.000 25.100 48,643.80 0105* REMOVE STAB BASE & ASPH PAV (24") SY 587.000 587.000 24.460 14,358.02 0316* ASPH(AC-15P, CRS-1P OR CRS-2P) GAL 122,562.000 113,720.000 3.449 392,220.28 0316* ADJ EST QUANTITY TO DATE 113,720.000 0401* FLOWABLE BACKFILL CY 196.820 187.500 151.150 28,340.63 0401* ADJ EST QUANTITY TO DATE 187.500 0432* RIPRAP (CONC)(FLUME) CY 41.000 38.430 470.000 18,062.10 0432* ADJ EST QUANTITY TO DATE 38.430 0529* CONC CURB (DOWEL) LF 159.000 160.000 25.500 4,080.00 0529* ADJ EST QUANTITY TO DATE 160.000 0545* CRASH CUSH ATTEN (INSTL)(REACT)(N) EA 2.000 2.000 4,944.830 9,889.66 0545* CRASH CUSH ATTEN (MOVE&RESET)(REACT)(N) EA 2.000 2.000 1,670.000 3,340.00 0545* CRASH CUSH ATTEN (REMOVE)(REACT)(N) EA 2.000 2.000 1,140.000 2,280.00 0662* WK ZN PAV MRK REMOV (REFL) TY II-A-A EA 216.000 216.000 3.300 712.80 0662* WK ZN PAV MRK REMOV (W) 4" (SLD) LF 2,120.000 1,368.000 .670 916.56 0662* ADJ EST QUANTITY TO DATE 1,368.000 0662* WK ZN PAV MRK REMOV (W) 24" (SLD) LF 48.000 28.000 6.680 187.04 0662* ADJ EST QUANTITY TO DATE 28.000 0662* WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 8,400.000 8,400.000 .670 5,628.00 0681* TEMP TRAF SIGNALS EA 2.000 2.000 6,500.000 13,000.00 6834* PORTABLE CHANGEABLE MESSAGE SIGN EA 2.000 2.000 4,896.300 9,792.60 9000* CEMENT TREAT (NEW MATRL) 1 (DC)(24") SY 587.000 587.000 26.860 15,766.82 9000* FL BS (CMP IN PLC) (TY E GR 4) (24") SY 587.000 587.000 51.380 30,160.06 9000* ADD STRIPING MOBILIZATION EA 2.000 2.000 1,590.750 3,181.50 9000* PREPARING ROW STA 755.000 755.000 22.220 16,776.10 9000* FLOWABLE BACKFILL CY 18.000 23.500 1,320.000 31,020.00 9000* ADJ EST QUANTITY TO DATE 23.500 9000* CNC STR REP (REMOVE & REPLACE) CY 29.000 12.820 1,030.000 13,204.60 9000* ADJ EST QUANTITY TO DATE 12.820 9000* RIPRAP (CONC) (5") CY 3.100 4.820 585.000 2,819.70 9000* ADJ EST QUANTITY TO DATE 4.820 9000* REMOBILIZATION LS 1.000 1.000 59,900.000 59,900.00 9000* GABION (GALV) CY 272.000 272.000 138.000 37,536.00 9000* GABION MATTRESSES (GALV) (6") SY 4,107.000 4,110.170 63.800 262,228.85 9000* ADJ EST QUANTITY TO DATE 4,110.170 0 SUBTOTAL BID ITEMS $ 3,500,453.41 0 CONTRACT TOTAL ALL ITEMS $ 3,500,453.41 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 6114016 MGR.NO. 003 PAGE 001 CONT 6225 SEC 55 JOB 001 RES ENGR MARTINEZ, NELDA PROJ RMC - 622555001 HWY SH0097 1817 BOB BULLOCK LP LARED CNTY LASALLE DIST 22 CONTRACT PRICE $ 3,580,834.65 REPORT DATE 04/08/2013 09.35.36 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD JUL 26,2011 TO DEC 01,2012 EST NO 019 & 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 ********************************************************************************************************************************** 142 RMC - 622555001 6225-55-001 3,500,453.41 .00 3,500,453.41 .00 .00 3,500,453.41 3,463,997.32 36,456.09 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 3,500,453.41 .00 3,500,453.41 .00 .00 3,500,453.41 3,463,997.32 36,456.09 ---------------------------------------------------------------------------------------------------------------------------------- 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 6114016 MGR.NO. 003 PAGE 001 CONT 6225 SEC 55 JOB 001 RES ENGR MARTINEZ, NELDA PROJ RMC - 622555001 HWY SH0097 1817 BOB BULLOCK LP LARED CNTY LASALLE DIST 22 CONTRACT PRICE $ 3,580,834.65 REPORT DATE 04/08/2013 09.35.41 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD JUL 26,2011 TO DEC 01,2012 EST NO 019 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6225-55-001 RMC - 622555001 22 SH0097 LASALLE -LIMITS - FM 469 SH 72 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 305 0500 MOBILIZATION LS 1.000 0.100 300,000.000 30,000.00 310 0502 BARRICADES, SIGNS AND MO 17.000 1.000 1,596.225 1,596.23 TRAFFIC HANDLING 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 600 0104* REMOVING CONC (RIPRAP) SY 0.000 193.620 25.100 4,859.86 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 36,456.09 0 TOTAL AMOUNT WORK DONE TO DATE - $ 3,500,453.41