1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 10104001 MGR.NO. 055 PAGE 001 CONT 6211 SEC 69 JOB 001 RES ENGR SELMAN, DAVID PROJ RMC - 621169001 HWY FM0904 3904 US 75 SOUTH SHERMAN CNTY FANNIN DIST 01 CONTRACT PRICE $ 1,359,540.84 REPORT DATE 05/20/2012 16.12.25 CONTRACTOR BILLY CUMMINGS CONSTRUCTION EST PERIOD JAN 03,2011 TO JAN 05,2012 EST NO 014 & FINAL INC 14255 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JAN 03, 2011 TIME COMPUTED FROM JAN 10, 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 = 120 358 118 240 BROUGHT FORWARD ADDL DAYS GRANTED = 0 JAN 12 1 1 SUNDAY TOTAL DAYS ALLOWED = 120 2 1 AWAITING CHANGE ORDER DATE WORK COMPLETED 01/31/12 3 1 AWAITING CHANGE ORDER DAYS CHARGED TO DATE = 118 4 1 AWAITING CHANGE ORDER ASSESSED LIQ DAMAGES = 0 5 1 AWAITING CHANGE ORDER LIQ DAMAGE RATE $ 625 6 1 AWAITING CHANGE ORDER 7 1 SATURDAY LIQUIDATED DAMAGES 8 1 SUNDAY 0 DAYS AT $ 625 PER DAY 9 1 AWAITING CHANGE ORDER TOTAL = $ .00 10 1 AWAITING CHANGE ORDER 11 1 AWAITING CHANGE ORDER CERTIFIED AS CORRECT AND 12 1 AWAITING CHANGE ORDER ONE COPY HAS BEEN GIVEN 13 1 AWAITING CHANGE ORDER TO THE CONTRACTOR 14 1 SATURDAY 15 1 SUNDAY 16 1 AWAITING CHANGE ORDER ---------------------------- 17 1 AWAITING CHANGE ORDER AREA/PROJECT ENGINEER 18 1 AWAITING CHANGE ORDER 19 1 AWAITING CHANGE ORDER 20 1 AWAITING CHANGE ORDER 21 1 SATURDAY 22 1 SUNDAY 23 1 AWAITING CHANGE ORDER 24 1 AWAITING CHANGE ORDER 25 1 AWAITING CHANGE ORDER 26 1 AWAITING CHANGE ORDER 27 1 AWAITING CHANGE ORDER 28 1 SATURDAY 29 1 SUNDAY 30 1 AWAITING CHANGE ORDER 31 1 AWAITING CHANGE ORDER ----- ----- ----- 389 118 271 4 SATURDAY 5 SUNDAY 0 HOLIDAY 22 AWAITING CHANGE ORDER 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 10104001 MGR.NO. 055 PAGE 001 CONT 6211 SEC 69 JOB 001 RES ENGR SELMAN, DAVID PROJ RMC - 621169001 HWY FM0904 3904 US 75 SOUTH SHERMAN CNTY FANNIN DIST 01 CONTRACT PRICE $ 1,359,540.84 REPORT DATE 05/20/2012 16.12.26 CONTRACTOR BILLY CUMMINGS CONSTRUCTION EST PERIOD JAN 03,2011 TO JAN 05,2012 EST NO 014 & FINAL INC 14255 DIST. 01 COUNTY FANNIN CONTROL 6211-69-001 PROJECT RMC - 621169001 HIGHWAY FM0904 0LIMITS- FM1550 FM64 0TYPE OF WORK- BASE REHABILITATION 0 0050 FM 904 BASE REHAB FANNIN COUNTY NET LENGTH 0.010 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0070 PREPARED BY MSLAGLE 8/12/10 STANDARD WW 5DAY 0 0075 0100 PREPARING ROW STA 190.560 190.560 175.000 33,348.00 0080 0112 SUBGRADE WIDENING (ORD COMP) STA 190.560 190.560 125.000 23,820.00 0085 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 196.480 196.480 8.000 1,571.84 0090 0134 BACKFILL (TY B) STA 190.560 190.560 75.000 14,292.00 0095 0152 ROAD GRADER WORK (ORD COMP) STA 190.560 190.560 140.000 26,678.40 0100 0164 DRILL SEEDING (TEMP) (WARM) SY 70,346.670 0.000 .050 .00 0105 0164 DRILL SEEDING (TEMP) (COOL) SY 70,346.670 0.000 .060 .00 0110 0168 VEGETATIVE WATERING MG 422.080 0.000 .010 .00 0115 0247 FL BS (CMP IN PLC)(TY D GR 4) (6") SY 55,050.670 55,050.666 5.750 316,541.33 0120 0251 REWORK BS MTL (TY B) (11") (ORD COMP) SY 42,346.670 42,346.670 1.400 59,285.34 0125 0260 LIME (HYDRATED LIME (DRY)) TON 1,006.160 1,011.540 135.000 136,557.90 0130 0260 LIME TRT (EXST MATL) (6") SY 67,754.670 67,754.670 1.500 101,632.01 0135 0275 CEMENT TON 471.640 483.750 87.810 42,478.09 0140 0275 CEMENT TREAT(EXIST MATL)(8") SY 55,050.670 59,285.333 1.500 88,928.00 0145 0314 EMULS ASPH(BS-SUBGR TRT)(SS-1 OR MS-2) GAL 11,010.130 14,200.000 2.970 42,174.00 0150 0316 ASPH (CRS-2P OR CRS-1P) GAL 29,176.850 12,650.000 3.850 48,702.50 0155 0316 AGGR(TY-PB GR-4 SAC-A) CY 588.730 491.000 68.000 33,388.00 0160 0316 AGGR(TY-B GR-3 SAC-B) CY 579.480 572.740 45.000 25,773.30 0165 0316 ASPH (AC-20XP OR AC-20-5TR) GAL 21,252.980 29,075.000 3.700 107,577.50 0170 0340 D-GR HMA(METH) TY-D SAC-B PG64-22 TON 46.530 40.170 120.000 4,820.40 0175 0402 TRENCH EXCAVATION PROTECTION LF 380.000 93.000 2.000 186.00 0180 0464 RC PIPE (CL III)(24 IN) LF 136.000 136.000 35.000 4,760.00 0185 0464 RC PIPE (CL III)(30 IN) LF 316.000 316.000 45.000 14,220.00 0190 0464 RC PIPE (CL III)(36 IN) LF 376.000 376.000 55.000 20,680.00 1 0195 0466 HEADWALL (CH-PW-0)(DIA= 36 IN) EA 2.000 2.000 3,500.000 7,000.00 0200 0466 HEADWALL (CH-PW-S)(DIA= 30 IN) EA 2.000 2.000 3,000.000 6,000.00 0205 0466 HEADWALL (CH-PW-S)(DIA= 36 IN) EA 4.000 4.000 3,500.000 14,000.00 0210 0467 SET (TY II)(24 IN)(RCP)(3:1)(C) EA 2.000 2.000 300.000 600.00 0215 0467 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 2.000 2.000 550.000 1,100.00 0220 0467 SET (TY II)(30 IN)(RCP)(6:1)(C) EA 4.000 4.000 900.000 3,600.00 0225 0496 REMOV STR (PIPE) LF 890.000 666.000 5.000 3,330.00 0230 0500 MOBILIZATION LS 1.000 0.900 87,019.000 78,317.10 0235 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 8.000 8.000 750.000 6,000.00 0240 0506 ROCK FILTER DAMS (INSTALL) (TY 1) LF 400.000 370.000 14.000 5,180.00 0245 0506 ROCK FILTER DAMS (REMOVE) LF 400.000 0.000 4.000 .00 0250 0506 BACKHOE WORK (EROSION & SEDM CONT) HR 16.000 16.000 35.000 560.00 0255 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 500.000 182.000 2.500 455.00 0260 0530 INTERSECTIONS (SURF TREAT) EA 1.000 1.000 1,700.000 1,700.00 0265 0530 TURNOUTS (SURF TREAT) EA 6.000 6.000 600.000 3,600.00 0270 0540 MTL W-BEAM GD FEN (TIM POST) LF 100.000 100.000 21.000 2,100.00 0275 0542 REMOVING METAL BEAM GUARD FENCE LF 100.000 100.000 1.500 150.00 0280 0542 REMOVING TERMINAL ANCHOR SECTION EA 4.000 4.000 200.000 800.00 0285 0544 GUARDRAIL END TREATMENT (INSTALL) EA 4.000 4.000 2,014.000 8,056.00 0290 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 6.000 6.000 165.000 990.00 0295 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 5.000 5.000 395.000 1,975.00 0300 0644 REMOVE SM RD SN SUP & AM EA 21.000 21.000 49.000 1,029.00 0305 0658 INSTL DEL ASSM (D-SW)SZ 1(RCR)GF2 EA 12.000 12.000 30.000 360.00 0310 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB EA 6.000 6.000 26.000 156.00 0315 0658 INSTL OM ASSM (OM-2Z)(RCR)WP EA 21.000 21.000 38.000 798.00 0320 0658 INSTL OM ASSM (OM-2Z)(RCR)GND(BI) EA 8.000 8.000 50.000 400.00 0325 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 2,600.000 0.000 .150 .00 0330 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 18,137.000 18,140.000 .150 2,721.00 0335 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 495.000 469.000 1.100 515.90 0340 0666 REFL PAV MRK TY I (W) 1 24"(SLD)(100MIL) LF 52.000 36.600 15.000 549.00 0345 0672 REFL PAV MRKR TY II-A-A EA 407.000 454.000 5.000 2,270.00 0350 8251 RE PM W/RET REQ TY II (W) 4" (SLD) LF 60,720.000 39,775.000 .140 5,568.50 0355 8251 RE PM W/RET REQ TY II (Y) 4" (BRK) LF 2,600.000 3,000.000 .170 510.00 0360 8251 RE PM W/RET REQ TY II (Y) 4" (SLD) LF 18,137.000 23,302.000 .150 3,495.30 0 SUBTOTAL BID ITEMS $ 1,311,300.41 0 TOTAL AMOUNT WORK DONE FM 904 BASE REHAB FANNIN COUNTY $ 1,311,300.41 0 TOTAL AMOUNT WORK DONE CONTROL 6211-69-001 $ 1,311,300.41 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 10104001 MGR.NO. 055 PAGE 001 CONT 6211 SEC 69 JOB 001 RES ENGR SELMAN, DAVID PROJ RMC - 621169001 HWY FM0904 3904 US 75 SOUTH SHERMAN CNTY FANNIN DIST 01 CONTRACT PRICE $ 1,359,540.84 REPORT DATE 05/20/2012 16.12.27 CONTRACTOR BILLY CUMMINGS CONSTRUCTION EST PERIOD JAN 03,2011 TO JAN 05,2012 EST NO 014 & FINAL INC 14255 0*********************************************************************************************************************************** -LIMITS - FM1550 0 FM64 DATE WORK BEGAN JAN 3 , 2011 WORKING DAYS USED 118 PERCENT COMPLETE 100.00 PERCENT TIME USED 98.30 DATE COMPLETED JAN 31 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6211-69-001 RMC - 621169001 01 FM0904 FANNIN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 190.560 190.560 175.000 33,348.00 0112 SUBGRADE WIDENING (ORD COMP) STA 190.560 190.560 125.000 23,820.00 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 196.480 196.480 8.000 1,571.84 0134 BACKFILL (TY B) STA 190.560 190.560 75.000 14,292.00 0152 ROAD GRADER WORK (ORD COMP) STA 190.560 190.560 140.000 26,678.40 0247 FL BS (CMP IN PLC)(TY D GR 4) (6") SY 55,050.670 55,050.666 5.750 316,541.33 0251 REWORK BS MTL (TY B) (11") (ORD COMP) SY 42,346.670 42,346.670 1.400 59,285.34 0260 LIME (HYDRATED LIME (DRY)) TON 1,006.160 1,011.540 135.000 136,557.90 0260 LIME TRT (EXST MATL) (6") SY 67,754.670 67,754.670 1.500 101,632.01 0275 CEMENT TON 471.640 483.750 87.810 42,478.09 0275 CEMENT TREAT(EXIST MATL)(8") SY 55,050.670 59,285.333 1.500 88,928.00 0314 EMULS ASPH(BS-SUBGR TRT)(SS-1 OR MS-2) GAL 11,010.130 14,200.000 2.970 42,174.00 0316 ASPH (CRS-2P OR CRS-1P) GAL 29,176.850 12,650.000 3.850 48,702.50 0316 AGGR(TY-PB GR-4 SAC-A) CY 588.730 491.000 68.000 33,388.00 0316 AGGR(TY-B GR-3 SAC-B) CY 579.480 572.740 45.000 25,773.30 0316 ASPH (AC-20XP OR AC-20-5TR) GAL 21,252.980 29,075.000 3.700 107,577.50 0340 D-GR HMA(METH) TY-D SAC-B PG64-22 TON 46.530 40.170 120.000 4,820.40 0402 TRENCH EXCAVATION PROTECTION LF 380.000 93.000 2.000 186.00 0464 RC PIPE (CL III)(24 IN) LF 136.000 136.000 35.000 4,760.00 0464 RC PIPE (CL III)(30 IN) LF 316.000 316.000 45.000 14,220.00 10464 RC PIPE (CL III)(36 IN) LF 376.000 376.000 55.000 20,680.00 0466 HEADWALL (CH-PW-0)(DIA= 36 IN) EA 2.000 2.000 3,500.000 7,000.00 0466 HEADWALL (CH-PW-S)(DIA= 30 IN) EA 2.000 2.000 3,000.000 6,000.00 0466 HEADWALL (CH-PW-S)(DIA= 36 IN) EA 4.000 4.000 3,500.000 14,000.00 0467 SET (TY II)(24 IN)(RCP)(3:1)(C) EA 2.000 2.000 300.000 600.00 0467 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 2.000 2.000 550.000 1,100.00 0467 SET (TY II)(30 IN)(RCP)(6:1)(C) EA 4.000 4.000 900.000 3,600.00 0496 REMOV STR (PIPE) LF 890.000 666.000 5.000 3,330.00 0500 MOBILIZATION LS 1.000 .900 87,019.000 78,317.10 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 8.000 8.000 750.000 6,000.00 0506 ROCK FILTER DAMS (INSTALL) (TY 1) LF 400.000 370.000 14.000 5,180.00 0506 BACKHOE WORK (EROSION & SEDM CONT) HR 16.000 16.000 35.000 560.00 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 500.000 182.000 2.500 455.00 0530 INTERSECTIONS (SURF TREAT) EA 1.000 1.000 1,700.000 1,700.00 0530 TURNOUTS (SURF TREAT) EA 6.000 6.000 600.000 3,600.00 0540 MTL W-BEAM GD FEN (TIM POST) LF 100.000 100.000 21.000 2,100.00 0542 REMOVING METAL BEAM GUARD FENCE LF 100.000 100.000 1.500 150.00 0542 REMOVING TERMINAL ANCHOR SECTION EA 4.000 4.000 200.000 800.00 0544 GUARDRAIL END TREATMENT (INSTALL) EA 4.000 4.000 2,014.000 8,056.00 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 6.000 6.000 165.000 990.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 5.000 5.000 395.000 1,975.00 0644 REMOVE SM RD SN SUP & AM EA 21.000 21.000 49.000 1,029.00 0658 INSTL DEL ASSM (D-SW)SZ 1(RCR)GF2 EA 12.000 12.000 30.000 360.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB EA 6.000 6.000 26.000 156.00 0658 INSTL OM ASSM (OM-2Z)(RCR)WP EA 21.000 21.000 38.000 798.00 0658 INSTL OM ASSM (OM-2Z)(RCR)GND(BI) EA 8.000 8.000 50.000 400.00 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 18,137.000 18,140.000 .150 2,721.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 495.000 469.000 1.100 515.90 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 52.000 36.600 15.000 549.00 0672 REFL PAV MRKR TY II-A-A EA 407.000 454.000 5.000 2,270.00 18251 RE PM W/RET REQ TY II (W) 4" (SLD) LF 60,720.000 39,775.000 .140 5,568.50 8251 RE PM W/RET REQ TY II (Y) 4" (BRK) LF 2,600.000 3,000.000 .170 510.00 8251 RE PM W/RET REQ TY II (Y) 4" (SLD) LF 18,137.000 23,302.000 .150 3,495.30 0 SUBTOTAL BID ITEMS $ 1,311,300.41 0 CONTRACT TOTAL ALL ITEMS $ 1,311,300.41 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 10104001 MGR.NO. 055 PAGE 001 CONT 6211 SEC 69 JOB 001 RES ENGR SELMAN, DAVID PROJ RMC - 621169001 HWY FM0904 3904 US 75 SOUTH SHERMAN CNTY FANNIN DIST 01 CONTRACT PRICE $ 1,359,540.84 REPORT DATE 05/20/2012 16.12.27 CONTRACTOR BILLY CUMMINGS CONSTRUCTION EST PERIOD JAN 03,2011 TO JAN 05,2012 EST NO 014 & FINAL INC 14255 ********************************************************************************************************************************** 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 - 621169001 6211-69-001 1,311,300.41 .00 1,311,300.41 .00 .00 1,311,300.41 1,311,300.41 .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 ********************************************************************************************************************************** 1,311,300.41 .00 1,311,300.41 .00 .00 1,311,300.41 1,311,300.41 .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 10104001 MGR.NO. 055 PAGE 001 CONT 6211 SEC 69 JOB 001 RES ENGR SELMAN, DAVID PROJ RMC - 621169001 HWY FM0904 3904 US 75 SOUTH SHERMAN CNTY FANNIN DIST 01 CONTRACT PRICE $ 1,359,540.84 REPORT DATE 05/20/2012 16.12.27 CONTRACTOR BILLY CUMMINGS CONSTRUCTION EST PERIOD JAN 03,2011 TO JAN 05,2012 EST NO 014 & FINAL INC 14255 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6211-69-001 RMC - 621169001 01 FM0904 FANNIN -LIMITS - FM1550 FM64 - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 0.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,311,300.41