1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 9124004 MGR.NO. 770 PAGE 001 CONT 6244 SEC 36 JOB 001 RES ENGR BASSETT, BRADLEY PROJ RMC - 624436001 HWY SL0564 2709 W FRONT ST TYLER CNTY WOOD DIST 10 CONTRACT PRICE $ 1,182,750.91 REPORT DATE 08/07/2013 10.42.37 CONTRACTOR SAMMY GIST ENTERPRISES, INC. 12243 EST PERIOD JUL 01,2013 TO JUL 31,2013 EST NO 008 & SM-FIN --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN DEC 11, 2012 TIME COMPUTED FROM DEC 03, 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 = 100 210 81 129 BROUGHT FORWARD ADDL DAYS GRANTED = 0 JUL 13 1 1 TOTAL DAYS ALLOWED = 100 2 1 DATE WORK COMPLETED 3 1 DAYS CHARGED TO DATE = 96 4 1 HOLIDAY ASSESSED LIQ DAMAGES = 0 5 1 HOLIDAY TRAFFIC LIQ DAMAGE RATE $ 685 6 1 SATURDAY 7 1 SUNDAY LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 685 PER DAY 9 1 TOTAL = $ .00 10 1 11 1 CERTIFIED AS CORRECT AND 12 1 ONE COPY HAS BEEN GIVEN 13 1 SATURDAY TO THE CONTRACTOR 14 1 SUNDAY 15 1 RAIN 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 19 1 RAIN 20 1 SATURDAY 21 1 SUNDAY 22 1 23 1 24 1 RAIN 25 1 26 1 27 1 SATURDAY 28 1 SUNDAY 29 1 AWAITING FINAL ACCEPTANCE 30 1 AWAITING FINAL ACCEPTANCE 31 1 WORK COMPLETED AND ACCEPTED ----- ----- ----- 241 96 145 4 SATURDAY 4 SUNDAY 1 HOLIDAY 1 HOLIDAY TRAFFIC 3 RAIN 2 AWAITING FINAL ACCEPTANCE 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 9124004 MGR.NO. 770 PAGE 001 CONT 6244 SEC 36 JOB 001 RES ENGR BASSETT, BRADLEY PROJ RMC - 624436001 HWY SL0564 2709 W FRONT ST TYLER CNTY WOOD DIST 10 CONTRACT PRICE $ 1,182,750.91 REPORT DATE 08/07/2013 10.42.39 CONTRACTOR SAMMY GIST ENTERPRISES, INC. 12243 EST PERIOD JUL 01,2013 TO JUL 31,2013 EST NO 008 & SM-FIN DIST. 10 COUNTY WOOD CONTROL 6244-36-001 PROJECT RMC - 624436001 HIGHWAY SL0564 0LIMITS- MINEOLA & CANTON MTCE. WOOD & VAN ZANDT CO. 0TYPE OF WORK- RESTORATION OF EXISTING ROAD 0 0005 PREPARED BY B. BASSETT INPUT BY R. GANDY 0 0055 RESTORATION OF EXISTING ROAD NET LENGTH 18.412 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0134 BACKFILL (TY B) LF 43,640.000 41,041.000 4.000 164,164.00 0065 0247 FL BS (RDWY DEL)(TY E GR 4)(FNAL POS) CY 1,144.000 2,496.000 5.000 12,480.00 0070 0251 REWORK BS MTL (TY B) (6") (DENS CONT) SY 16,645.000 0.000 3.000 .00 0075 0275 CEMENT TON 364.000 263.070 108.000 28,411.56 0080 0275 CEMENT TREAT (SUBGRADE)(6") SY 16,645.000 17,793.000 4.000 71,172.00 0085 0275 CEMENT TREAT (EXIST MATL)(DC)(6") SY 16,645.000 22,038.000 3.000 66,114.00 0090 0314 EMULS ASPH (EROSN CONT)(SS-1) GAL 4,364.000 1,722.000 5.000 8,610.00 0090 0314 ADJ EST QUANTITY TO DATE 1,722.000 0095 0316 ASPH (AC-20-5TR) GAL 63,482.000 66,305.000 .010 663.05 0100 0316 LOAD, HAUL, & DISTRB AGGR (TY PE GR 4) CY 1,603.000 1,697.000 46.200 78,401.40 0105 0316 LOAD, HAUL, & DISTRB AGGR (TY PE GR 3) CY 219.000 193.000 115.500 22,291.50 0110 0316 ASPH (AC-20XP, AC-10-2TR, OR AC-20-5TR) GAL 8,736.000 7,950.000 3.675 29,216.25 0115 0340 D-GR HMA(METH) TY-C PG64-22 TON 617.000 9,867.440 20.000 197,348.80 0115 0340 ADJ EST QUANTITY TO DATE 9,867.440 0120 0340 D-GR HMA(METH) TY-D PG64-22 TON 6,129.000 9,646.600 19.370 186,854.64 0120 0340 ADJ EST QUANTITY TO DATE 9,646.600 0125 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") SY 1,402.000 1,942.140 35.000 67,974.90 0130 0354 PLANE ASPH CONC PAV (2") SY 69,940.000 76,394.000 1.380 105,423.72 0135 0500 MOBILIZATION LS 1.000 1.000 121,000.000 121,000.00 0140 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 9.000 9.000 2,000.000 18,000.00 1 0145 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 500.000 0.000 4.350 .00 0150 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 1,435.500 16,010.000 1.050 16,810.50 0155 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 17,221.500 59,919.000 .525 31,457.48 0160 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 314.000 827.000 1.000 827.00 0165 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 3,783.000 2,565.000 1.000 2,565.00 0170 0662 WK ZN PAV MRK SHT TERM RMV(W)(4") LF 1,809.000 6,100.000 1.000 6,100.00 0175 0662 WK ZN PAV MRK SHT TERM RMV(Y)(4") LF 3,618.000 3,500.000 1.000 3,500.00 0180 0666 REFL PAV MRK TY I (W) 4" (BRK)(060MIL) LF 4,020.000 0.000 .340 .00 0185 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 860.000 7,970.000 .480 3,825.60 0190 0666 REFL PAV MRK TY I (W) 4" (SLD)(060MIL) LF 16,080.000 37,167.000 .310 11,521.77 0195 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 72,337.000 100,934.000 .420 42,392.28 0200 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 48.000 352.000 6.300 2,217.60 0205 0666 REFL PAV MRK TY I (Y) 4" (BRK)(060MIL) LF 3,186.000 1,780.000 .330 587.40 0210 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 2,110.000 7,390.000 .480 3,547.20 0215 0666 REFL PAV MRK TY I (Y) 4" (SLD)(060MIL) LF 92,696.000 11,902.000 .280 3,332.56 0220 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 71,434.000 90,575.000 .390 35,324.25 0225 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 109.000 28.000 34.130 955.64 0230 3224 D-GR HMA(QCQA) TY-C SAC-A PG70-22 TON 7,693.000 0.000 14.020 .00 0230 3224 ADJ EST QUANTITY TO DATE 0.000 0235 0310*PRIME COAT (SS-1) GAL 5,936.000 5,936.000 5.000 29,680.00 0 SUBTOTAL BID ITEMS $ 1,372,770.10 0 TOTAL AMOUNT WORK DONE RESTORATION OF EXISTING ROAD $ 1,372,770.10 0 TOTAL AMOUNT WORK DONE CONTROL 6244-36-001 $ 1,372,770.10 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 9124004 MGR.NO. 770 PAGE 001 CONT 6244 SEC 36 JOB 001 RES ENGR BASSETT, BRADLEY PROJ RMC - 624436001 HWY SL0564 2709 W FRONT ST TYLER CNTY WOOD DIST 10 CONTRACT PRICE $ 1,182,750.91 REPORT DATE 08/07/2013 10.42.39 CONTRACTOR SAMMY GIST ENTERPRISES, INC. 12243 EST PERIOD JUL 01,2013 TO JUL 31,2013 EST NO 008 & SM-FIN 0*********************************************************************************************************************************** -LIMITS - MINEOLA & CANTON MTCE. 0 WOOD & VAN ZANDT CO. DATE WORK BEGAN DEC 11, 2012 WORKING DAYS USED 96 PERCENT COMPLETE 99.99 PERCENT TIME USED 96.00 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6244-36-001 RMC - 624436001 10 SL0564 WOOD - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0134 BACKFILL (TY B) LF 43,640.000 41,041.000 4.000 164,164.00 0247 FL BS (RDWY DEL)(TY E GR 4)(FNAL POS) CY 1,144.000 2,496.000 5.000 12,480.00 0275 CEMENT TON 364.000 263.070 108.000 28,411.56 0275 CEMENT TREAT (SUBGRADE)(6") SY 16,645.000 17,793.000 4.000 71,172.00 0275 CEMENT TREAT (EXIST MATL)(DC)(6") SY 16,645.000 22,038.000 3.000 66,114.00 0314 EMULS ASPH (EROSN CONT)(SS-1) GAL 4,364.000 1,722.000 5.000 8,610.00 0314 ADJ EST QUANTITY TO DATE 1,722.000 0316 ASPH (AC-20-5TR) GAL 63,482.000 66,305.000 .010 663.05 0316 LOAD, HAUL, & DISTRB AGGR (TY PE GR 4) CY 1,603.000 1,697.000 46.200 78,401.40 0316 LOAD, HAUL, & DISTRB AGGR (TY PE GR 3) CY 219.000 193.000 115.500 22,291.50 0316 ASPH (AC-20XP, AC-10-2TR, OR AC-20-5TR) GAL 8,736.000 7,950.000 3.675 29,216.25 0340 D-GR HMA(METH) TY-C PG64-22 TON 617.000 9,867.440 20.000 197,348.80 0340 ADJ EST QUANTITY TO DATE 9,867.440 0340 D-GR HMA(METH) TY-D PG64-22 TON 6,129.000 9,646.600 19.370 186,854.64 0340 ADJ EST QUANTITY TO DATE 9,646.600 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") SY 1,402.000 1,942.140 35.000 67,974.90 0354 PLANE ASPH CONC PAV (2") SY 69,940.000 76,394.000 1.380 105,423.72 0500 MOBILIZATION LS 1.000 1.000 121,000.000 121,000.00 10502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 9.000 9.000 2,000.000 18,000.00 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 1,435.500 16,010.000 1.050 16,810.50 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 17,221.500 59,919.000 .525 31,457.48 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 314.000 827.000 1.000 827.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 3,783.000 2,565.000 1.000 2,565.00 0662 WK ZN PAV MRK SHT TERM RMV(W)(4") LF 1,809.000 6,100.000 1.000 6,100.00 0662 WK ZN PAV MRK SHT TERM RMV(Y)(4") LF 3,618.000 3,500.000 1.000 3,500.00 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 860.000 7,970.000 .480 3,825.60 0666 REFL PAV MRK TY I (W) 4" (SLD)(060MIL) LF 16,080.000 37,167.000 .310 11,521.77 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 72,337.000 100,934.000 .420 42,392.28 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 48.000 352.000 6.300 2,217.60 0666 REFL PAV MRK TY I (Y) 4" (BRK)(060MIL) LF 3,186.000 1,780.000 .330 587.40 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 2,110.000 7,390.000 .480 3,547.20 0666 REFL PAV MRK TY I (Y) 4" (SLD)(060MIL) LF 92,696.000 11,902.000 .280 3,332.56 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 71,434.000 90,575.000 .390 35,324.25 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 109.000 28.000 34.130 955.64 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00310* PRIME COAT (SS-1) GAL 5,936.000 5,936.000 5.000 29,680.00 0 SUBTOTAL BID ITEMS $ 1,372,770.10 0 CONTRACT TOTAL ALL ITEMS $ 1,372,770.10 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 9124004 MGR.NO. 770 PAGE 001 CONT 6244 SEC 36 JOB 001 RES ENGR BASSETT, BRADLEY PROJ RMC - 624436001 HWY SL0564 2709 W FRONT ST TYLER CNTY WOOD DIST 10 CONTRACT PRICE $ 1,182,750.91 REPORT DATE 08/07/2013 10.42.39 CONTRACTOR SAMMY GIST ENTERPRISES, INC. 12243 EST PERIOD JUL 01,2013 TO JUL 31,2013 EST NO 008 & SM-FIN ********************************************************************************************************************************** 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 ********************************************************************************************************************************** 250 RMC - 624436001 6244-36-001 1,372,770.10 .00 1,372,770.10 .00 .00 1,372,770.10 1,245,375.67 127,394.43 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,372,770.10 .00 1,372,770.10 .00 .00 1,372,770.10 1,245,375.67 127,394.43 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 9124004 MGR.NO. 770 PAGE 001 CONT 6244 SEC 36 JOB 001 RES ENGR BASSETT, BRADLEY PROJ RMC - 624436001 HWY SL0564 2709 W FRONT ST TYLER CNTY WOOD DIST 10 CONTRACT PRICE $ 1,182,750.91 REPORT DATE 08/07/2013 10.42.42 CONTRACTOR SAMMY GIST ENTERPRISES, INC. 12243 EST PERIOD JUL 01,2013 TO JUL 31,2013 EST NO 008 & SM-FIN ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6244-36-001 RMC - 624436001 10 SL0564 WOOD -LIMITS - MINEOLA & CANTON MTCE. WOOD & VAN ZANDT CO. LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 90 0314 EMULS ASPH (EROSN GAL 4,364.000 -5,936.000 5.000 -29,680.00 CONT)(SS-1) 95 0316 ASPH (AC-20-5TR) GAL 63,482.000 18,100.000 0.010 181.00 100 0316 LOAD, HAUL, & DISTRB AGGR CY 1,603.000 455.000 46.200 21,021.00 (TY PE GR 4) 130 0354 PLANE ASPH CONC PAV (2") SY 69,940.000 17,550.000 1.380 24,219.00 135 0500 MOBILIZATION LS 1.000 0.100 121,000.000 12,100.00 140 0502 BARRICADES, SIGNS AND MO 9.000 2.000 2,000.000 4,000.00 TRAFFIC HANDLING 160 0662 WK ZN PAV MRK SHT TERM (TAB) EA 314.000 48.000 1.000 48.00 TY W 165 0662 WK ZN PAV MRK SHT TERM (TAB) EA 3,783.000 175.000 1.000 175.00 TY Y-2 195 0666 REFL PAV MRK TY I (W) 4" LF 72,337.000 80,806.000 0.420 33,938.52 (SLD)(100MIL) 200 0666 REFL PAV MRK TY I (W) LF 48.000 352.000 6.300 2,217.60 24"(SLD)(100MIL) 210 0666 REFL PAV MRK TY I (Y) 4" LF 2,110.000 3,610.000 0.480 1,732.80 (BRK)(100MIL) 220 0666 REFL PAV MRK TY I (Y) 4" LF 71,434.000 68,733.000 0.390 26,805.87 (SLD)(100MIL) 225 0668 PREFAB PAV MRK TY C (W) EA 109.000 28.000 34.130 955.64 (36")(YLD TRI) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 235 0310* PRIME COAT (SS-1) GAL 0.000 5,936.000 5.000 29,680.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 127,394.43 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,372,770.10