1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 9124016 MGR.NO. 010 PAGE 001 CONT 6223 SEC 98 JOB 001 RES ENGR ALVAREZ, PEDRO PROJ RMC - 622398001 HWY BU0077X P.O. BOX 1717 PHARR CNTY CAMERON DIST 21 CONTRACT PRICE $ 791,257.60 REPORT DATE 08/02/2013 11.44.04 CONTRACTOR ZIMMERMAN CONSTRUCTION CO., EST PERIOD NOV 26,2012 TO MAY 31,2013 EST NO 008 & FINAL INC. 12021 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN NOV 26, 2012 TIME COMPUTED FROM NOV 26, 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 = 100 156 97 59 BROUGHT FORWARD ADDL DAYS GRANTED = 12 MAY 13 1 1 TOTAL DAYS ALLOWED = 112 2 1 DATE WORK COMPLETED 05/31/13 3 1 DAYS CHARGED TO DATE = 110 4 1 SATURDAY ASSESSED LIQ DAMAGES = 0 5 1 SUNDAY LIQ DAMAGE RATE $ 610 6 1 7 1 LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 610 PER DAY 9 1 TOTAL = $ .00 10 1 11 1 SATURDAY CERTIFIED AS CORRECT AND 12 1 SUNDAY ONE COPY HAS BEEN GIVEN 13 1 TOO WET TO THE CONTRACTOR 14 1 TOO WET 15 1 16 1 ---------------------------- 17 1 TOO WET AREA/PROJECT ENGINEER 18 1 SATURDAY 19 1 SUNDAY 20 1 TOO WET 21 1 22 1 TOO WET 23 1 24 1 TOO WET 25 1 SATURDAY 26 1 SUNDAY 27 1 HOLIDAY 28 1 29 1 TXDOT REQUESTED WORK COMPLETED 30 1 TXDOT REQUESTED WORK COMPLETED 31 1 WORK COMPLETED AND ACCEPTED ----- ----- ----- 187 110 77 4 SATURDAY 4 SUNDAY 1 HOLIDAY 6 TOO WET 2 TXDOT REQUESTED WORK COMPLETED 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 9124016 MGR.NO. 010 PAGE 001 CONT 6223 SEC 98 JOB 001 RES ENGR ALVAREZ, PEDRO PROJ RMC - 622398001 HWY BU0077X P.O. BOX 1717 PHARR CNTY CAMERON DIST 21 CONTRACT PRICE $ 791,257.60 REPORT DATE 08/02/2013 11.44.05 CONTRACTOR ZIMMERMAN CONSTRUCTION CO., EST PERIOD NOV 26,2012 TO MAY 31,2013 EST NO 008 & FINAL INC. 12021 DIST. 21 COUNTY CAMERON CONTROL 6223-98-001 PROJECT RMC - 622398001 HIGHWAY BU0077X 0LIMITS- 0.273 MI N OF LOVETT RD 0.175 MI S OF LOVETT RD 0TYPE OF WORK- ROADWAY WIDENING AND BRIDGE RAIL IMPROVE 0 0005 PREPARED BY EUGENE PALACIOS, P.E. 0 0055 PROJECT ESTIMATE NET LENGTH 0.448 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREPARING ROW STA 23.630 23.630 1,614.000 38,138.82 0065 0104 REMOVING CONC (RIPRAP) SY 33.300 33.300 17.220 573.43 0070 0104 REMOVING CONC (MEDIANS) SY 91.120 91.120 4.310 392.73 0075 0104 REMOVING CONC (CURB) LF 4,390.000 4,390.000 3.770 16,550.30 0080 0104 REMOVE CONC (MISC) EA 24.000 24.000 18.300 439.20 0085 0110 EXCAVATION (ROADWAY) CY 5,189.000 5,189.000 5.380 27,916.82 0090 0164 DRILL SEEDING (PERM) (URBAN) (SANDY) AC 2.469 2.469 1,936.800 4,781.96 0095 0168 VEGETATIVE WATERING MG 33.520 0.000 38.740 .00 0100 0247 FL BS (RDWY DEL)(TY E GR 4)(FNAL POS) CY 2,214.510 2,214.410 31.210 69,111.74 0105 0251 REWORK BS MTL(TY B)(12"-18")(DENS CONT) SY 4,159.100 4,159.100 7.540 31,359.61 0110 0275 CEMENT TON 142.970 142.970 158.180 22,614.99 0115 0275 CEMENT TREAT (MX EXST & NW BS)(12-28)" SY 7,625.330 7,625.330 3.770 28,747.49 0120 0310 PRIME COAT (MC-30) GAL 1,525.000 1,525.000 7.540 11,498.50 0125 0354 PLAN & TEXT ASPH CONC PAV(0" TO 2") SY 453.300 453.300 11.840 5,367.07 0130 0354 PLANE ASPH CONC PAV (2") SY 377.800 377.800 2.160 816.05 0135 0354 PLANE ASPH CONC PAV (0" TO 1 1/2") SY 5,299.840 5,299.840 1.080 5,723.83 0140 0356 PAV JT UNDERSEAL (24") LF 136.000 136.000 21.520 2,926.72 0145 0420 CL S CONC (MEDIAN) CY 51.500 51.500 538.000 27,707.00 0150 0429 CNC STR REP (BRDG DECK)(FULL DEPTH) SF 3.500 3.500 538.000 1,883.00 0155 0432 RIPRAP (CONC)(5 IN) CY 5.400 5.400 363.690 1,963.93 0160 0432 RIPRAP (MOW STRIP)(4 IN) CY 6.500 6.500 398.120 2,587.78 1 0165 0450 RAIL (TY C402)(MOD)(RETROFIT) LF 100.000 100.000 180.770 18,077.00 0170 0452 REMOV RAIL (METAL ELEMENTS) LF 100.000 100.000 26.900 2,690.00 0175 0500 MOBILIZATION LS 1.000 1.000 9,258.980 9,258.98 0180 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5.000 5.000 6,456.000 32,280.00 0185 0512 PORT CTB (DES SOURCE)(LOW PROF)(TY 1) LF 200.000 0.000 51.650 .00 0185 0512 ADJ EST QUANTITY TO DATE 100.000 0190 0512 PORT CTB (DES SOURCE)(LOW PROF)(TY 2) LF 40.000 0.000 51.650 .00 0190 0512 ADJ EST QUANTITY TO DATE 20.000 0195 0512 PORT CTB (STKPL)(LOW PROF)(TY 1) LF 200.000 0.000 10.760 .00 0195 0512 ADJ EST QUANTITY TO DATE 100.000 0200 0512 PORT CTB (STKPL)(LOW PROF)(TY 2) LF 40.000 0.000 9.690 .00 0200 0512 ADJ EST QUANTITY TO DATE 20.000 0205 0529 CONC CURB & GUTTER (TY B)(MOUNTABLE) LF 410.000 1,080.000 12.920 13,953.60 0205 0529 ADJ EST QUANTITY TO DATE 1,080.000 0210 0529 CONC CURB & GUTTER(TY A)(VALLEY GUTTER) LF 104.000 104.000 34.440 3,581.76 0215 0529 CONC CURB (TY B) MOUNTABLE LF 2,576.000 2,029.000 12.920 26,214.68 0215 0529 ADJ EST QUANTITY TO DATE 2,029.000 0220 0540 MTL BM GD FN TRANS(THRIE)(RND TIM POST) EA 2.000 2.000 2,582.400 5,164.80 0225 0542 REMOVING METAL BEAM GUARD FENCE LF 37.500 37.500 12.920 484.50 0230 0644 REMOVE SM RD SN SUP & AM EA 12.000 12.000 65.640 787.68 0235 0644 REMOVE SM RD SN SUP & AM (FOUNDATION) EA 12.000 12.000 376.600 4,519.20 0240 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 3,626.000 4,018.000 .390 1,567.02 0240 0662 ADJ EST QUANTITY TO DATE 4,292.000 0245 0662 WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF 566.000 566.000 .870 492.42 0250 0662 WK ZN PAV MRK NON-REMOV (W) 12" (SLD) LF 57.000 47.000 3.230 151.81 0255 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 8,194.000 6,650.000 .390 2,593.50 0255 0662 ADJ EST QUANTITY TO DATE 6,650.000 0260 0662 WK ZN PAV MRK REMOV (W) 4" (BRK) LF 20.000 20.000 1.190 23.80 0265 0662 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 107.000 107.000 .760 81.32 0270 0662 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 923.000 794.000 .760 603.44 0271 0662*WK ZN PAV MRK SHT TERM (TAB) TY W EA 210.000 210.000 1.100 231.00 0272 0662*WK ZN PAV MRK SHT TERM (TAB) 1 TY Y-2 EA 210.000 210.000 1.100 231.00 0275 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 1,240.000 1,240.000 .440 545.60 0280 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 5,541.000 5,541.000 .440 2,438.04 0285 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 1,570.000 1,570.000 1.030 1,617.10 0290 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 760.000 760.000 .540 410.40 0295 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 5,795.000 5,795.000 .440 2,549.80 0300 0668 PREFAB PAV MRK TY C (W) (12") (SLD) LF 1,276.000 1,276.000 8.610 10,986.36 0305 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 360.000 360.000 10.760 3,873.60 0310 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 11.000 11.000 177.540 1,952.94 0315 0668 PREFAB PAV MRK TY C (W) (DBL ARROW) EA 2.000 2.000 246.410 492.82 0320 0668 PREFAB PAV MRK TY C (W) (WORD) EA 5.000 5.000 205.520 1,027.60 0325 0668 PREFAB PAV MRK TY C (Y) (12") (SLD) LF 450.000 450.000 21.520 9,684.00 0330 0672 REFL PAV MRKR TY I-C EA 110.000 59.000 5.380 317.42 0335 0672 REFL PAV MRKR TY II-A-A EA 189.000 222.000 5.380 1,194.36 0335 0672 ADJ EST QUANTITY TO DATE 222.000 0340 0672 REFL PAV MRKR TY II-C-R EA 28.000 16.000 3.230 51.68 0345 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 4,774.000 4,536.000 .540 2,449.44 0350 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 583.000 0.000 1.190 .00 0355 0677 ELIM EXT PAV MRK & MRKS (12") LF 232.000 84.000 2.160 181.44 0360 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 1,250.000 70.000 6.460 452.20 0365 1122 TEMP SDMT CONT FENCE (INLET PROTECTION) LF 48.000 0.000 12.920 .00 0370 1122 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 1,298.000 0.000 2.690 .00 0375 3224 D-GR HMA(QCQA) TY-D SAC-A PG76-22 TON 3,159.430 3,158.890 94.690 299,115.29 0376 9000*UNIQUE # (DEMO & RECONSTRUCT CONC RAIL LS 1.000 1.000 15,784.000 15,784.00 0 SUBTOTAL BID ITEMS $ 779,212.57 0 TOTAL AMOUNT WORK DONE PROJECT ESTIMATE $ 779,212.57 0 TOTAL AMOUNT WORK DONE CONTROL 6223-98-001 $ 779,212.57 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 9124016 MGR.NO. 010 PAGE 001 CONT 6223 SEC 98 JOB 001 RES ENGR ALVAREZ, PEDRO PROJ RMC - 622398001 HWY BU0077X P.O. BOX 1717 PHARR CNTY CAMERON DIST 21 CONTRACT PRICE $ 791,257.60 REPORT DATE 08/02/2013 11.44.06 CONTRACTOR ZIMMERMAN CONSTRUCTION CO., EST PERIOD NOV 26,2012 TO MAY 31,2013 EST NO 008 & FINAL INC. 12021 0*********************************************************************************************************************************** -LIMITS - 0.273 MI N OF LOVETT RD 0 0.175 MI S OF LOVETT RD DATE WORK BEGAN NOV 26, 2012 WORKING DAYS USED 110 PERCENT COMPLETE 100.00 PERCENT TIME USED 98.20 DATE COMPLETED MAY 31 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6223-98-001 RMC - 622398001 21 BU0077X CAMERON - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 23.630 23.630 1,614.000 38,138.82 0104 REMOVING CONC (RIPRAP) SY 33.300 33.300 17.220 573.43 0104 REMOVING CONC (MEDIANS) SY 91.120 91.120 4.310 392.73 0104 REMOVING CONC (CURB) LF 4,390.000 4,390.000 3.770 16,550.30 0104 REMOVE CONC (MISC) EA 24.000 24.000 18.300 439.20 0110 EXCAVATION (ROADWAY) CY 5,189.000 5,189.000 5.380 27,916.82 0164 DRILL SEEDING (PERM) (URBAN) (SANDY) AC 2.469 2.469 1,936.800 4,781.96 0247 FL BS (RDWY DEL)(TY E GR 4)(FNAL POS) CY 2,214.510 2,214.410 31.210 69,111.74 0251 REWORK BS MTL(TY B)(12"-18")(DENS CONT) SY 4,159.100 4,159.100 7.540 31,359.61 0275 CEMENT TON 142.970 142.970 158.180 22,614.99 0275 CEMENT TREAT (MX EXST & NW BS)(12-28)" SY 7,625.330 7,625.330 3.770 28,747.49 0310 PRIME COAT (MC-30) GAL 1,525.000 1,525.000 7.540 11,498.50 0354 PLAN & TEXT ASPH CONC PAV(0" TO 2") SY 453.300 453.300 11.840 5,367.07 0354 PLANE ASPH CONC PAV (2") SY 377.800 377.800 2.160 816.05 0354 PLANE ASPH CONC PAV (0" TO 1 1/2") SY 5,299.840 5,299.840 1.080 5,723.83 0356 PAV JT UNDERSEAL (24") LF 136.000 136.000 21.520 2,926.72 0420 CL S CONC (MEDIAN) CY 51.500 51.500 538.000 27,707.00 0429 CNC STR REP (BRDG DECK)(FULL DEPTH) SF 3.500 3.500 538.000 1,883.00 10432 RIPRAP (CONC)(5 IN) CY 5.400 5.400 363.690 1,963.93 0432 RIPRAP (MOW STRIP)(4 IN) CY 6.500 6.500 398.120 2,587.78 0450 RAIL (TY C402)(MOD)(RETROFIT) LF 100.000 100.000 180.770 18,077.00 0452 REMOV RAIL (METAL ELEMENTS) LF 100.000 100.000 26.900 2,690.00 0500 MOBILIZATION LS 1.000 1.000 9,258.980 9,258.98 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5.000 5.000 6,456.000 32,280.00 0529 CONC CURB & GUTTER (TY B)(MOUNTABLE) LF 410.000 1,080.000 12.920 13,953.60 0529 ADJ EST QUANTITY TO DATE 1,080.000 0529 CONC CURB & GUTTER(TY A)(VALLEY GUTTER) LF 104.000 104.000 34.440 3,581.76 0529 CONC CURB (TY B) MOUNTABLE LF 2,576.000 2,029.000 12.920 26,214.68 0529 ADJ EST QUANTITY TO DATE 2,029.000 0540 MTL BM GD FN TRANS(THRIE)(RND TIM POST) EA 2.000 2.000 2,582.400 5,164.80 0542 REMOVING METAL BEAM GUARD FENCE LF 37.500 37.500 12.920 484.50 0644 REMOVE SM RD SN SUP & AM EA 12.000 12.000 65.640 787.68 0644 REMOVE SM RD SN SUP & AM (FOUNDATION) EA 12.000 12.000 376.600 4,519.20 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 3,626.000 4,018.000 .390 1,567.02 0662 ADJ EST QUANTITY TO DATE 4,292.000 0662 WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF 566.000 566.000 .870 492.42 0662 WK ZN PAV MRK NON-REMOV (W) 12" (SLD) LF 57.000 47.000 3.230 151.81 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 8,194.000 6,650.000 .390 2,593.50 0662 ADJ EST QUANTITY TO DATE 6,650.000 0662 WK ZN PAV MRK REMOV (W) 4" (BRK) LF 20.000 20.000 1.190 23.80 0662 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 107.000 107.000 .760 81.32 0662 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 923.000 794.000 .760 603.44 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 1,240.000 1,240.000 .440 545.60 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 5,541.000 5,541.000 .440 2,438.04 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 1,570.000 1,570.000 1.030 1,617.10 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 760.000 760.000 .540 410.40 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 5,795.000 5,795.000 .440 2,549.80 0668 PREFAB PAV MRK TY C (W) (12") (SLD) LF 1,276.000 1,276.000 8.610 10,986.36 0668 PREFAB PAV MRK TY C (W) 1 (24") (SLD) LF 360.000 360.000 10.760 3,873.60 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 11.000 11.000 177.540 1,952.94 0668 PREFAB PAV MRK TY C (W) (DBL ARROW) EA 2.000 2.000 246.410 492.82 0668 PREFAB PAV MRK TY C (W) (WORD) EA 5.000 5.000 205.520 1,027.60 0668 PREFAB PAV MRK TY C (Y) (12") (SLD) LF 450.000 450.000 21.520 9,684.00 0672 REFL PAV MRKR TY I-C EA 110.000 59.000 5.380 317.42 0672 REFL PAV MRKR TY II-A-A EA 189.000 222.000 5.380 1,194.36 0672 ADJ EST QUANTITY TO DATE 222.000 0672 REFL PAV MRKR TY II-C-R EA 28.000 16.000 3.230 51.68 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 4,774.000 4,536.000 .540 2,449.44 0677 ELIM EXT PAV MRK & MRKS (12") LF 232.000 84.000 2.160 181.44 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 1,250.000 70.000 6.460 452.20 3224 D-GR HMA(QCQA) TY-D SAC-A PG76-22 TON 3,159.430 3,158.890 94.690 299,115.29 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00662* WK ZN PAV MRK SHT TERM (TAB) TY W EA 210.000 210.000 1.100 231.00 0662* WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 210.000 210.000 1.100 231.00 9000* UNIQUE # (DEMO & RECONSTRUCT CONC RAIL LS 1.000 1.000 15,784.000 15,784.00 0 SUBTOTAL BID ITEMS $ 779,212.57 0 CONTRACT TOTAL ALL ITEMS $ 779,212.57 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 9124016 MGR.NO. 010 PAGE 001 CONT 6223 SEC 98 JOB 001 RES ENGR ALVAREZ, PEDRO PROJ RMC - 622398001 HWY BU0077X P.O. BOX 1717 PHARR CNTY CAMERON DIST 21 CONTRACT PRICE $ 791,257.60 REPORT DATE 08/02/2013 11.44.06 CONTRACTOR ZIMMERMAN CONSTRUCTION CO., EST PERIOD NOV 26,2012 TO MAY 31,2013 EST NO 008 & FINAL INC. 12021 ********************************************************************************************************************************** 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 ********************************************************************************************************************************** 31 RMC - 622398001 6223-98-001 779,212.57 .00 779,212.57 .00 .00 779,212.57 779,212.57 .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 ********************************************************************************************************************************** 779,212.57 .00 779,212.57 .00 .00 779,212.57 779,212.57 .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 9124016 MGR.NO. 010 PAGE 001 CONT 6223 SEC 98 JOB 001 RES ENGR ALVAREZ, PEDRO PROJ RMC - 622398001 HWY BU0077X P.O. BOX 1717 PHARR CNTY CAMERON DIST 21 CONTRACT PRICE $ 791,257.60 REPORT DATE 08/02/2013 11.44.07 CONTRACTOR ZIMMERMAN CONSTRUCTION CO., EST PERIOD NOV 26,2012 TO MAY 31,2013 EST NO 008 & FINAL INC. 12021 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6223-98-001 RMC - 622398001 21 BU0077X CAMERON -LIMITS - 0.273 MI N OF LOVETT RD 0.175 MI S OF LOVETT RD - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 0.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 779,212.57