1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 6134001 MGR.NO. 055 PAGE 001 CONT 6245 SEC 35 JOB 001 RES ENGR LEE, MICHAEL PROJ RMC - 624535001 HWY FM0896 1365 N. MAIN ST. PARIS CNTY FANNIN DIST 01 CONTRACT PRICE $ 2,111,952.99 REPORT DATE 09/19/2014 17.06.32 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD JUL 22,2013 TO SEP 17,2014 EST NO 016 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JUL 22, 2013 TIME COMPUTED FROM JUL 29, 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 = 180 406 151 255 BROUGHT FORWARD ADDL DAYS GRANTED = 0 SEP 14 1 1 HOLIDAY TOTAL DAYS ALLOWED = 180 2 1 ADDRESSING AE PUNCHLIST DATE WORK COMPLETED 09/17/14 3 1 ADDRESSING AE PUNCHLIST DAYS CHARGED TO DATE = 151 4 1 ADDRESSING AE PUNCHLIST ASSESSED LIQ DAMAGES = 0 5 1 ADDRESSING AE PUNCHLIST LIQ DAMAGE RATE $ 785 6 1 SATURDAY 7 1 SUNDAY LIQUIDATED DAMAGES 8 1 ADDRESSING AE PUNCHLIST 0 DAYS AT $ 785 PER DAY 9 1 ADDRESSING AE PUNCHLIST TOTAL = $ .00 10 1 ADDRESSING AE PUNCHLIST 11 1 ADDRESSING AE PUNCHLIST CERTIFIED AS CORRECT AND 12 1 ADDRESSING AE PUNCHLIST ONE COPY HAS BEEN GIVEN 13 1 SATURDAY TO THE CONTRACTOR 14 1 SUNDAY 15 1 ADDRESSING AE PUNCHLIST 16 1 WORK COMPLETED ---------------------------- 17 1 WORK COMPLETED AND ACCEPTED AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 423 151 272 2 SATURDAY 2 SUNDAY 1 HOLIDAY 10 ADDRESSING AE PUNCHLIST 1 WORK COMPLETED 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 6134001 MGR.NO. 055 PAGE 001 CONT 6245 SEC 35 JOB 001 RES ENGR LEE, MICHAEL PROJ RMC - 624535001 HWY FM0896 1365 N. MAIN ST. PARIS CNTY FANNIN DIST 01 CONTRACT PRICE $ 2,111,952.99 REPORT DATE 09/19/2014 17.06.34 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD JUL 22,2013 TO SEP 17,2014 EST NO 016 & FINAL DIST. 01 COUNTY FANNIN CONTROL 6245-35-001 PROJECT RMC - 624535001 HIGHWAY FM0896 0LIMITS- 1.33 MI NORTH OF US 69 SH 121 0TYPE OF WORK- BASE REHAB 0 0005 ENTERED BY RENEE COSTON 'STANDARD WW' 0 0055 FM 896 BASE REHAB NET LENGTH 5.210 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREPARING ROW STA 275.070 275.070 168.720 46,409.81 0065 0104 REMOVING CONC (DRIVEWAYS) SY 125.000 156.141 10.000 1,561.41 0070 0110 EXCAVATION (ROADWAY) CY 15,119.000 15,119.000 4.550 68,791.45 0075 0110 EXCAVATION (CHANNEL) CY 3.000 3.000 20.000 60.00 0080 0112 SUBGRADE WIDENING (ORD COMP) STA 198.390 198.390 113.870 22,590.67 0085 0132 EMBANKMENT (FINAL)(DENS CONT)(TY B) CY 7,222.000 7,222.000 5.000 36,110.00 0090 0134 BACKFILL (TY B) STA 198.390 198.390 142.340 28,238.83 0095 0152 ROAD GRADER WORK (ORD COMP) STA 198.390 198.390 113.870 22,590.67 0100 0162 BLOCK SODDING SY 866.000 620.000 3.500 2,170.00 0105 0164 CELL FBR MLCH SEED(PERM)(RURAL)(CLAY) SY 111,311.340 110,278.003 .170 18,747.26 0110 0164 CELL FBR MLCH SEED(TEMP)(WARM) SY 55,655.660 0.000 .010 .00 0115 0164 CELL FBR MLCH SEED(TEMP)(COOL) SY 55,655.660 81,807.335 .130 10,634.95 0120 0168 VEGETATIVE WATERING MG 1,873.000 57.500 4.710 270.83 0125 0216 PROOF ROLLING HR 157.000 157.000 48.630 7,634.91 0130 0247 FL BS (CMP IN PLC)(TY D GR 4) (6") SY 78,441.000 78,441.000 6.910 542,027.31 0135 0251 REWORK BS MTL (TY D) (11") (ORD COMP) SY 44,153.000 44,153.000 1.420 62,697.26 0140 0251 REWORK BS MTL (TY B) (11") (ORD COMP) SY 16,351.000 16,351.000 3.480 56,901.48 0145 0275 CEMENT TON 495.000 500.960 110.000 55,105.60 0150 0275 CEMENT TREAT (EXIST MATL) (6") SY 81,464.000 82,409.920 1.520 125,263.08 0155 0314 EMULS ASPH(BS-SUBGR TRT)(SS-1 OR MS-2) GAL 15,689.000 15,621.000 3.870 60,453.27 1 0160 0316 ASPH (CRS-2P) GAL 26,537.000 8,400.000 4.310 36,204.00 0165 0316 ASPH (RC-250) GAL 7,344.000 19,105.000 4.990 95,333.95 0170 0316 AGGR (TY-B GR-5 OR TY-L GR-5 SAC-B) CY 210.000 640.000 70.050 44,832.00 0175 0316 AGGR(TY-B GR-4 OR TY-L GR-4 SAC-B) CY 254.000 0.000 56.950 .00 0180 0316 AGGR TY-B OR TY-L GR-3 SAC-B CY 500.000 566.000 58.830 33,297.78 0185 0316 AGGR (TY-PB GR-4 OR TY-PL GR-4 SAC-B) CY 656.000 658.000 78.350 51,554.30 0190 0316 ASPH(AC-15P OR AC-20-5TR OR AC-20XP) GAL 39,343.000 45,325.000 4.220 191,271.50 0195 0354 PLANE ASPH CONC PAV (2") SY 222.000 222.223 17.500 3,888.90 0200 0400 CUT & RESTORING PAV SY 189.000 189.000 100.000 18,900.00 0205 0402 TRENCH EXCAVATION PROTECTION LF 367.800 367.800 2.000 735.60 0210 0430 CL C CONC FOR EXT STR (CULV)(5'X 4') LF 10.000 10.000 300.000 3,000.00 0215 0430 CL C CONC FOR EXT STRU (CULV)(2-5'X4') LF 16.000 16.000 600.000 9,600.00 0220 0464 RC PIPE (CL III)(18 IN) LF 316.000 256.000 25.000 6,400.00 0225 0464 RC PIPE (CL III)(24 IN) LF 176.000 176.000 45.000 7,920.00 0230 0464 RC PIPE (CL III)(30 IN) LF 112.000 112.000 56.000 6,272.00 0235 0464 RC PIPE (CL III)(36 IN) LF 318.000 318.000 60.000 19,080.00 0240 0464 RC PIPE (CL III)(48 IN) LF 156.000 156.000 115.000 17,940.00 0242 0466*HEADWALL (CH-PW-0)(DIA= 48 IN) EA 1.000 1.000 8,364.110 8,364.11 0245 0466 WINGWALL (PW-2)(HW=6 FT) EA 3.000 3.000 6,000.000 18,000.00 0250 0466 WINGWALL (PW-2)(HW=7 FT) EA 1.000 1.000 7,000.000 7,000.00 0255 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 18.000 18.000 450.000 8,100.00 0260 0496 REMOV STR (PIPE) LF 824.000 864.000 5.000 4,320.00 0265 0500 MOBILIZATION LS 1.000 1.000 97,619.500 97,619.50 0270 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12.000 12.000 3,844.170 46,130.04 0275 0530 INTERSECTIONS (SURF TREAT) SY 2,273.000 2,062.560 17.090 35,249.15 0277 0530*DRIVEWAYS (ACP) EA 1.000 1.000 2,940.000 2,940.00 0280 0530 DRIVEWAYS (CONC) SY 99.000 157.538 70.000 11,027.66 0285 0530 DRIVEWAYS (SURF TREAT) SY 1,117.000 327.370 17.090 5,594.75 0290 0530 TURNOUTS (SURF TREAT) EA 33.000 32.000 448.580 14,354.56 0295 0540 MTL W-BEAM GD FEN (TIM POST) LF 575.000 475.000 15.000 7,125.00 0300 0540 TRANSITION ADJUSTMENT EA 4.000 4.000 480.000 1,920.00 0305 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 1,240.000 4,960.00 0310 0542 REMOVING METAL BEAM GUARD FENCE LF 600.000 600.000 2.000 1,200.00 0315 0542 REMOVING TERMINAL ANCHOR SECTION EA 4.000 4.000 80.000 320.00 0320 0544 GUARDRAIL END TREATMENT (INSTALL) EA 8.000 8.000 1,700.000 13,600.00 0325 0544 GUARDRAIL END TREATMENT (REMOVE) EA 4.000 4.000 150.000 600.00 0330 0560 MAILBOX INSTALL-S (TWG-POST) 1 TY 2 FND EA 27.000 30.000 125.000 3,750.00 0335 0560 MAILBOX INSTALL-D (TWG-POST) TY 2 FND EA 5.000 3.000 145.000 435.00 0340 0560 MAILBOX INSTALL-M(TWG-POST)TY 2 FND EA 1.000 1.000 420.000 420.00 0345 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 2.000 1.000 450.000 450.00 0350 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 66.000 53.000 320.000 16,960.00 0355 0644 RELOCATE SM RD SN SUP & AM TY S80 EA 1.000 1.000 420.000 420.00 0360 0644 RELOCATE SM RD SN SUP & AM (HIST MRKR) EA 1.000 0.000 500.000 .00 0365 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GF2(BI) EA 24.000 11.000 24.000 264.00 0370 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB(BI) EA 6.000 5.000 16.000 80.00 0375 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 6.000 5.000 16.000 80.00 0380 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 34.000 30.000 30.000 900.00 0385 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 3,670.000 0.000 .180 .00 0390 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 37,582.000 98,578.000 .180 17,744.04 0395 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,387.000 1,258.000 1.960 2,465.68 0400 0666 REF PAV MRK TY II (W) 24" (SLD) LF 204.000 31.000 5.200 161.20 0405 0672 REFL PAV MRKR TY II-A-A EA 668.000 668.000 4.100 2,738.80 0410 1122 ROCK FILTER DAMS (INSTALL) (TY 1) LF 560.000 640.000 16.000 10,240.00 0415 1122 ROCK FILTER DAMS (REMOVE) LF 560.000 640.000 5.000 3,200.00 0420 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 1,700.000 1,615.000 2.100 3,391.50 0425 1122 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 1,700.000 1,615.000 .150 242.25 0430 3267 D-GR HMA(SQ) TY-D SAC-B PG64-22 TON 173.000 108.540 140.000 15,195.60 0432 3268*D-GR HMA TY-F PG64-22 TON 239.500 239.500 79.000 18,920.50 0435 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 55,120.000 55,120.000 .430 23,701.60 0440 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 3,670.000 3,480.000 .470 1,635.60 0445 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 37,582.000 40,396.000 .440 17,774.24 0450 9601*MATERIAL ON HAND DOL 1.000 0.000 1.000 .00 0455 9604*CONTRACTOR FORCE ACCOUNT 1 DOL 21,375.000 21,735.000 1.000 21,735.00 0 SUBTOTAL BID ITEMS $ 2,165,818.60 1 TOTAL AMOUNT WORK DONE FM 896 BASE REHAB $ 2,165,818.60 0 TOTAL AMOUNT WORK DONE CONTROL 6245-35-001 $ 2,165,818.60 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 6134001 MGR.NO. 055 PAGE 001 CONT 6245 SEC 35 JOB 001 RES ENGR LEE, MICHAEL PROJ RMC - 624535001 HWY FM0896 1365 N. MAIN ST. PARIS CNTY FANNIN DIST 01 CONTRACT PRICE $ 2,111,952.99 REPORT DATE 09/19/2014 17.06.35 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD JUL 22,2013 TO SEP 17,2014 EST NO 016 & FINAL 0*********************************************************************************************************************************** -LIMITS - 1.33 MI NORTH OF US 69 0 SH 121 DATE WORK BEGAN JUL 22, 2013 WORKING DAYS USED 151 PERCENT COMPLETE 100.00 PERCENT TIME USED 83.80 DATE COMPLETED SEP 17 2014 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6245-35-001 RMC - 624535001 01 FM0896 FANNIN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 275.070 275.070 168.720 46,409.81 0104 REMOVING CONC (DRIVEWAYS) SY 125.000 156.141 10.000 1,561.41 0110 EXCAVATION (ROADWAY) CY 15,119.000 15,119.000 4.550 68,791.45 0110 EXCAVATION (CHANNEL) CY 3.000 3.000 20.000 60.00 0112 SUBGRADE WIDENING (ORD COMP) STA 198.390 198.390 113.870 22,590.67 0132 EMBANKMENT (FINAL)(DENS CONT)(TY B) CY 7,222.000 7,222.000 5.000 36,110.00 0134 BACKFILL (TY B) STA 198.390 198.390 142.340 28,238.83 0152 ROAD GRADER WORK (ORD COMP) STA 198.390 198.390 113.870 22,590.67 0162 BLOCK SODDING SY 866.000 620.000 3.500 2,170.00 0164 CELL FBR MLCH SEED(PERM)(RURAL)(CLAY) SY 111,311.340 110,278.003 .170 18,747.26 0164 CELL FBR MLCH SEED(TEMP)(COOL) SY 55,655.660 81,807.335 .130 10,634.95 0168 VEGETATIVE WATERING MG 1,873.000 57.500 4.710 270.83 0216 PROOF ROLLING HR 157.000 157.000 48.630 7,634.91 0247 FL BS (CMP IN PLC)(TY D GR 4) (6") SY 78,441.000 78,441.000 6.910 542,027.31 0251 REWORK BS MTL (TY D) (11") (ORD COMP) SY 44,153.000 44,153.000 1.420 62,697.26 0251 REWORK BS MTL (TY B) (11") (ORD COMP) SY 16,351.000 16,351.000 3.480 56,901.48 0275 CEMENT TON 495.000 500.960 110.000 55,105.60 0275 CEMENT TREAT (EXIST MATL) (6") SY 81,464.000 82,409.920 1.520 125,263.08 10314 EMULS ASPH(BS-SUBGR TRT)(SS-1 OR MS-2) GAL 15,689.000 15,621.000 3.870 60,453.27 0316 ASPH (CRS-2P) GAL 26,537.000 8,400.000 4.310 36,204.00 0316 ASPH (RC-250) GAL 7,344.000 19,105.000 4.990 95,333.95 0316 AGGR (TY-B GR-5 OR TY-L GR-5 SAC-B) CY 210.000 640.000 70.050 44,832.00 0316 AGGR TY-B OR TY-L GR-3 SAC-B CY 500.000 566.000 58.830 33,297.78 0316 AGGR (TY-PB GR-4 OR TY-PL GR-4 SAC-B) CY 656.000 658.000 78.350 51,554.30 0316 ASPH(AC-15P OR AC-20-5TR OR AC-20XP) GAL 39,343.000 45,325.000 4.220 191,271.50 0354 PLANE ASPH CONC PAV (2") SY 222.000 222.223 17.500 3,888.90 0400 CUT & RESTORING PAV SY 189.000 189.000 100.000 18,900.00 0402 TRENCH EXCAVATION PROTECTION LF 367.800 367.800 2.000 735.60 0430 CL C CONC FOR EXT STR (CULV)(5'X 4') LF 10.000 10.000 300.000 3,000.00 0430 CL C CONC FOR EXT STRU (CULV)(2-5'X4') LF 16.000 16.000 600.000 9,600.00 0464 RC PIPE (CL III)(18 IN) LF 316.000 256.000 25.000 6,400.00 0464 RC PIPE (CL III)(24 IN) LF 176.000 176.000 45.000 7,920.00 0464 RC PIPE (CL III)(30 IN) LF 112.000 112.000 56.000 6,272.00 0464 RC PIPE (CL III)(36 IN) LF 318.000 318.000 60.000 19,080.00 0464 RC PIPE (CL III)(48 IN) LF 156.000 156.000 115.000 17,940.00 0466 WINGWALL (PW-2)(HW=6 FT) EA 3.000 3.000 6,000.000 18,000.00 0466 WINGWALL (PW-2)(HW=7 FT) EA 1.000 1.000 7,000.000 7,000.00 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 18.000 18.000 450.000 8,100.00 0496 REMOV STR (PIPE) LF 824.000 864.000 5.000 4,320.00 0500 MOBILIZATION LS 1.000 1.000 97,619.500 97,619.50 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12.000 12.000 3,844.170 46,130.04 0530 INTERSECTIONS (SURF TREAT) SY 2,273.000 2,062.560 17.090 35,249.15 0530 DRIVEWAYS (CONC) SY 99.000 157.538 70.000 11,027.66 0530 DRIVEWAYS (SURF TREAT) SY 1,117.000 327.370 17.090 5,594.75 0530 TURNOUTS (SURF TREAT) EA 33.000 32.000 448.580 14,354.56 0540 MTL W-BEAM GD FEN (TIM POST) LF 575.000 475.000 15.000 7,125.00 0540 TRANSITION ADJUSTMENT EA 4.000 4.000 480.000 1,920.00 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 1,240.000 4,960.00 0542 REMOVING METAL BEAM GUARD FENCE LF 600.000 600.000 2.000 1,200.00 0542 REMOVING TERMINAL ANCHOR SECTION EA 4.000 4.000 80.000 320.00 0544 GUARDRAIL END TREATMENT (INSTALL) EA 8.000 8.000 1,700.000 13,600.00 0544 GUARDRAIL END TREATMENT (REMOVE) EA 4.000 4.000 150.000 600.00 0560 MAILBOX INSTALL-S (TWG-POST) TY 2 FND EA 27.000 30.000 125.000 3,750.00 0560 MAILBOX INSTALL-D (TWG-POST) TY 2 FND EA 5.000 3.000 145.000 435.00 10560 MAILBOX INSTALL-M(TWG-POST)TY 2 FND EA 1.000 1.000 420.000 420.00 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 2.000 1.000 450.000 450.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 66.000 53.000 320.000 16,960.00 0644 RELOCATE SM RD SN SUP & AM TY S80 EA 1.000 1.000 420.000 420.00 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GF2(BI) EA 24.000 11.000 24.000 264.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB(BI) EA 6.000 5.000 16.000 80.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 6.000 5.000 16.000 80.00 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 34.000 30.000 30.000 900.00 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 37,582.000 98,578.000 .180 17,744.04 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,387.000 1,258.000 1.960 2,465.68 0666 REF PAV MRK TY II (W) 24" (SLD) LF 204.000 31.000 5.200 161.20 0672 REFL PAV MRKR TY II-A-A EA 668.000 668.000 4.100 2,738.80 1122 ROCK FILTER DAMS (INSTALL) (TY 1) LF 560.000 640.000 16.000 10,240.00 1122 ROCK FILTER DAMS (REMOVE) LF 560.000 640.000 5.000 3,200.00 1122 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 1,700.000 1,615.000 2.100 3,391.50 1122 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 1,700.000 1,615.000 .150 242.25 3267 D-GR HMA(SQ) TY-D SAC-B PG64-22 TON 173.000 108.540 140.000 15,195.60 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 55,120.000 55,120.000 .430 23,701.60 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 3,670.000 3,480.000 .470 1,635.60 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 37,582.000 40,396.000 .440 17,774.24 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00466* HEADWALL (CH-PW-0)(DIA= 48 IN) EA 1.000 1.000 8,364.110 8,364.11 0530* DRIVEWAYS (ACP) EA 1.000 1.000 2,940.000 2,940.00 3268* D-GR HMA TY-F PG64-22 TON 239.500 239.500 79.000 18,920.50 9604* CONTRACTOR FORCE ACCOUNT 1 DOL 21,375.000 21,735.000 1.000 21,735.00 0 SUBTOTAL BID ITEMS $ 2,165,818.60 0 CONTRACT TOTAL ALL ITEMS $ 2,165,818.60 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 6134001 MGR.NO. 055 PAGE 001 CONT 6245 SEC 35 JOB 001 RES ENGR LEE, MICHAEL PROJ RMC - 624535001 HWY FM0896 1365 N. MAIN ST. PARIS CNTY FANNIN DIST 01 CONTRACT PRICE $ 2,111,952.99 REPORT DATE 09/19/2014 17.06.35 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD JUL 22,2013 TO SEP 17,2014 EST NO 016 & 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 ********************************************************************************************************************************** 75 RMC - 624535001 6245-35-001 2,165,818.60 .00 2,165,818.60 .00 .00 2,165,818.60 2,165,818.60 .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 ********************************************************************************************************************************** 2,165,818.60 .00 2,165,818.60 .00 .00 2,165,818.60 2,165,818.60 .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 6134001 MGR.NO. 055 PAGE 001 CONT 6245 SEC 35 JOB 001 RES ENGR LEE, MICHAEL PROJ RMC - 624535001 HWY FM0896 1365 N. MAIN ST. PARIS CNTY FANNIN DIST 01 CONTRACT PRICE $ 2,111,952.99 REPORT DATE 09/19/2014 17.06.37 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD JUL 22,2013 TO SEP 17,2014 EST NO 016 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6245-35-001 RMC - 624535001 01 FM0896 FANNIN -LIMITS - 1.33 MI NORTH OF US 69 SH 121 - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 0.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 2,165,818.60