1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 2130899 MGR.NO. 054 PAGE 001 CONT 6249 SEC 62 JOB 001 RES ENGR MENDOZA, JESSE PROJ EMC - 624962001 HWY US0084 1301 N. SH 350 BIG SPRING CNTY NOLAN DIST 08 CONTRACT PRICE $ 1,564,229.50 REPORT DATE 12/12/2013 15.41.16 CONTRACTOR J. H. STRAIN & SONS, INC. 2032 EST PERIOD MAR 11,2013 TO OCT 11,2013 EST NO 008 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAR 11, 2013 TIME COMPUTED FROM MAR 11, 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 = 74 204 95 109 BROUGHT FORWARD ADDL DAYS GRANTED = 21 OCT 13 1 1 AWAITING DISTRICT PUNCH LIST TOTAL DAYS ALLOWED = 95 2 1 AWAITING DISTRICT PUNCH LIST DATE WORK COMPLETED 10/11/13 3 1 AWAITING DISTRICT PUNCH LIST DAYS CHARGED TO DATE = 95 4 1 AWAITING DISTRICT PUNCH LIST ASSESSED LIQ DAMAGES = 0 5 1 AWAITING DISTRICT PUNCH LIST LIQ DAMAGE RATE $ 785 6 1 AWAITING DISTRICT PUNCH LIST 7 1 AWAITING PUNCH LIST COMPLETION LIQUIDATED DAMAGES 8 1 AWAITING PUNCH LIST COMPLETION 0 DAYS AT $ 785 PER DAY 9 1 AWAITING PUNCH LIST COMPLETION TOTAL = $ .00 10 1 AWAITING PUNCH LIST COMPLETION 11 1 WORK COMPLETED AND ACCEPTED CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 215 95 120 0 SATURDAY 0 SUNDAY 0 HOLIDAY 6 AWAITING DISTRICT PUNCH LIST 4 AWAITING PUNCH LIST COMPLETION 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 2130899 MGR.NO. 054 PAGE 001 CONT 6249 SEC 62 JOB 001 RES ENGR MENDOZA, JESSE PROJ EMC - 624962001 HWY US0084 1301 N. SH 350 BIG SPRING CNTY NOLAN DIST 08 CONTRACT PRICE $ 1,564,229.50 REPORT DATE 12/12/2013 15.41.17 CONTRACTOR J. H. STRAIN & SONS, INC. 2032 EST PERIOD MAR 11,2013 TO OCT 11,2013 EST NO 008 & FINAL DIST. 08 COUNTY NOLAN CONTROL 6249-62-001 PROJECT EMC - 624962001 HIGHWAY US0084 0LIMITS- US 84 IH 20 0TYPE OF WORK- US 84 EMERGENCY BRIDGE REPLACEMENT 0 0005 PREPARED BY DEBBIE PAYLOR 0 0055 ALL ITEMS NET LENGTH 0.040 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0104 REMOVING CONC (RIPRAP) CY 63.000 63.000 160.000 10,080.00 0065 0104 REMOVE CONC (RAIL) LF 40.000 40.000 60.000 2,400.00 0070 0104 REMOVE CONC (ABUTMENT CAP) CY 54.000 40.500 175.000 7,087.50 0075 0110 EXCAVATION (ROADWAY) CY 123.000 123.000 25.000 3,075.00 0080 0132 EMBANKMENT (FINAL)(DENS CONT)(TY C) CY 2,345.000 4,131.000 20.000 82,620.00 0085 0160 FURNISHING AND PLACING TOPSOIL (4") SY 656.000 656.000 8.000 5,248.00 0090 0169 SOIL RETENTION BLANKETS (CL 1) (TY C) SY 756.000 1,939.000 4.000 7,756.00 0095 0316 AGGR(TY-PB GR-4 SAC-B) CY 68.000 68.000 125.000 8,500.00 0100 0316 ASPH (AC-20-5TR OR CRS-1P) GAL 2,943.000 2,250.000 6.000 13,500.00 0105 0344 PRF-DSGN-MX SP-B PG64-22 TON 337.000 207.180 125.000 25,897.50 0110 0344 PRF-DSGN-MX SP-D SAC-B PG70-22 TON 57.000 57.000 200.000 11,400.00 0115 0400 CEM STAB BKFL (BEHIND ABUTMENT) CY 167.000 162.730 125.000 20,341.25 0120 0416 DRILL SHAFT (18 IN) LF 134.000 134.000 60.000 8,040.00 0125 0416 DRILL SHAFT (36 IN) LF 1,995.000 1,995.000 170.000 339,150.00 0130 0420 CL C CONC (ABUT)(HPC) CY 72.400 72.400 900.000 65,160.00 0135 0420 CL S CONC(APPR SLAB)(HPC) CY 92.600 92.600 500.000 46,300.00 0140 0422 REINF CONC SLAB (HPC)(CL S) SF 3,901.000 3,901.000 21.000 81,921.00 0145 0423 RETAINING WALL (DRILL SHAFT)(FACIA) SF 5,304.000 5,304.000 55.000 291,720.00 0150 0425 PRESTR CONC GIRDER (TX46) LF 776.310 776.310 200.000 155,262.00 0155 0428 CONC SURF TREAT (CLASS II) SY 399.000 0.000 7.000 .00 0160 0432 RIPRAP (CONC)(4 IN) CY 198.000 188.550 425.000 80,133.75 0165 0432 RIPRAP (CONC)(5 IN) CY 66.000 61.000 450.000 27,450.00 0170 0442 STRUCTURAL STEEL(MISC 1 NON-BRIDGE) LB 222.000 222.000 7.000 1,554.00 0175 0450 RAIL (TY SSTR) LF 336.100 336.100 75.000 25,207.50 0180 0454 SEALED EXPANSION JOINT (4 IN)(SEJ-A) LF 96.000 96.000 100.000 9,600.00 0185 0496 REMOV STR (PIPE) LF 136.000 136.000 9.000 1,224.00 0190 0500 MOBILIZATION LS 1.000 1.000 125,000.000 125,000.00 0195 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 5.000 4,700.000 23,500.00 0195 0502 ADJ EST QUANTITY TO DATE 5.000 0200 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 390.000 390.000 20.000 7,800.00 0205 0540 MTL W-BEAM GD FEN (TIM POST) LF 875.000 875.000 20.000 17,500.00 0210 0540 TERMINAL ANCHOR SECTION EA 2.000 0.000 750.000 .00 0215 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 2.000 2.000 2,000.000 4,000.00 0217 0540*DOWNSTREAM ANCHOR TERMINAL(DAT)SECTION EA 2.000 2.000 925.000 1,850.00 0218 0540*MTL BM GD FEN TRANS (NON-SYM) EA 2.000 2.000 930.720 1,861.44 0220 0542 REMOVING TERMINAL ANCHOR SECTION EA 2.000 2.000 500.000 1,000.00 0225 0544 GDRAIL END TRT(INST)(WOOD POST)(TY I) EA 2.000 2.000 2,500.000 5,000.00 0230 0636 ALUMINUM SIGNS (TY A) SF 14.000 14.000 50.000 700.00 0231 0658*INSTL DEL ASSM (D-SW)SZ (TYC)CTB EA 3.000 3.000 20.000 60.00 0232 0658*INSTL DEL ASSM (D-SW)SZ (TYC)GF1 EA 7.000 7.000 18.000 126.00 0233 0658*INSTL DEL ASSM (D-SY)SZ (TYC)CTB EA 3.000 3.000 20.000 60.00 0234 0658*INSTL DEL ASSM (D-SY)SZ (TYC)GF1 EA 7.000 7.000 18.000 126.00 0235 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 2,000.000 1,718.000 1.350 2,319.30 0240 0666 REFL PAV MRK TY I (W) 12"(LNDP)(100MIL) LF 1,000.000 222.000 4.000 888.00 0245 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 485.000 498.000 3.400 1,693.20 0250 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 2,400.000 775.000 5.200 4,030.00 0255 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 2.000 1.000 125.000 125.00 0260 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 2.000 1.000 200.000 200.00 0265 0672 REFL PAV MRKR TY II-C-R EA 85.000 106.000 9.000 954.00 0270 1122 BIOGRD EROSN CONT LOGS (12" DIA)INSTALL LF 100.000 120.000 20.000 2,400.00 0275 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 360.000 600.000 85.000 51,000.00 0280 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 1,840.000 1,090.000 1.000 1,090.00 1 0285 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 3,729.000 2,462.000 1.000 2,462.00 0290 9000*UNIQUE CHANGE ORDER 1 LS 1.000 1.000 1,459.090 1,459.09 0 SUBTOTAL BID ITEMS $ 1,587,831.53 0 TOTAL AMOUNT WORK DONE ALL ITEMS $ 1,587,831.53 0 TOTAL AMOUNT WORK DONE CONTROL 6249-62-001 $ 1,587,831.53 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 2130899 MGR.NO. 054 PAGE 001 CONT 6249 SEC 62 JOB 001 RES ENGR MENDOZA, JESSE PROJ EMC - 624962001 HWY US0084 1301 N. SH 350 BIG SPRING CNTY NOLAN DIST 08 CONTRACT PRICE $ 1,564,229.50 REPORT DATE 12/12/2013 15.41.18 CONTRACTOR J. H. STRAIN & SONS, INC. 2032 EST PERIOD MAR 11,2013 TO OCT 11,2013 EST NO 008 & FINAL 0*********************************************************************************************************************************** -LIMITS - US 84 0 IH 20 DATE WORK BEGAN MAR 11, 2013 WORKING DAYS USED 95 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED OCT 11 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6249-62-001 EMC - 624962001 08 US0084 NOLAN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (RIPRAP) CY 63.000 63.000 160.000 10,080.00 0104 REMOVE CONC (RAIL) LF 40.000 40.000 60.000 2,400.00 0104 REMOVE CONC (ABUTMENT CAP) CY 54.000 40.500 175.000 7,087.50 0110 EXCAVATION (ROADWAY) CY 123.000 123.000 25.000 3,075.00 0132 EMBANKMENT (FINAL)(DENS CONT)(TY C) CY 2,345.000 4,131.000 20.000 82,620.00 0160 FURNISHING AND PLACING TOPSOIL (4") SY 656.000 656.000 8.000 5,248.00 0169 SOIL RETENTION BLANKETS (CL 1) (TY C) SY 756.000 1,939.000 4.000 7,756.00 0316 AGGR(TY-PB GR-4 SAC-B) CY 68.000 68.000 125.000 8,500.00 0316 ASPH (AC-20-5TR OR CRS-1P) GAL 2,943.000 2,250.000 6.000 13,500.00 0344 PRF-DSGN-MX SP-B PG64-22 TON 337.000 207.180 125.000 25,897.50 0344 PRF-DSGN-MX SP-D SAC-B PG70-22 TON 57.000 57.000 200.000 11,400.00 0400 CEM STAB BKFL (BEHIND ABUTMENT) CY 167.000 162.730 125.000 20,341.25 0416 DRILL SHAFT (18 IN) LF 134.000 134.000 60.000 8,040.00 0416 DRILL SHAFT (36 IN) LF 1,995.000 1,995.000 170.000 339,150.00 0420 CL C CONC (ABUT)(HPC) CY 72.400 72.400 900.000 65,160.00 0420 CL S CONC(APPR SLAB)(HPC) CY 92.600 92.600 500.000 46,300.00 0422 REINF CONC SLAB (HPC)(CL S) SF 3,901.000 3,901.000 21.000 81,921.00 0423 RETAINING WALL (DRILL SHAFT)(FACIA) SF 5,304.000 5,304.000 55.000 291,720.00 0425 PRESTR CONC GIRDER (TX46) LF 776.310 776.310 200.000 155,262.00 10432 RIPRAP (CONC)(4 IN) CY 198.000 188.550 425.000 80,133.75 0432 RIPRAP (CONC)(5 IN) CY 66.000 61.000 450.000 27,450.00 0442 STRUCTURAL STEEL(MISC NON-BRIDGE) LB 222.000 222.000 7.000 1,554.00 0450 RAIL (TY SSTR) LF 336.100 336.100 75.000 25,207.50 0454 SEALED EXPANSION JOINT (4 IN)(SEJ-A) LF 96.000 96.000 100.000 9,600.00 0496 REMOV STR (PIPE) LF 136.000 136.000 9.000 1,224.00 0500 MOBILIZATION LS 1.000 1.000 125,000.000 125,000.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 5.000 4,700.000 23,500.00 0502 ADJ EST QUANTITY TO DATE 5.000 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 390.000 390.000 20.000 7,800.00 0540 MTL W-BEAM GD FEN (TIM POST) LF 875.000 875.000 20.000 17,500.00 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 2.000 2.000 2,000.000 4,000.00 0542 REMOVING TERMINAL ANCHOR SECTION EA 2.000 2.000 500.000 1,000.00 0544 GDRAIL END TRT(INST)(WOOD POST)(TY I) EA 2.000 2.000 2,500.000 5,000.00 0636 ALUMINUM SIGNS (TY A) SF 14.000 14.000 50.000 700.00 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 2,000.000 1,718.000 1.350 2,319.30 0666 REFL PAV MRK TY I (W) 12"(LNDP)(100MIL) LF 1,000.000 222.000 4.000 888.00 0666 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF 485.000 498.000 3.400 1,693.20 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 2,400.000 775.000 5.200 4,030.00 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 2.000 1.000 125.000 125.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 2.000 1.000 200.000 200.00 0672 REFL PAV MRKR TY II-C-R EA 85.000 106.000 9.000 954.00 1122 BIOGRD EROSN CONT LOGS (12" DIA)INSTALL LF 100.000 120.000 20.000 2,400.00 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 360.000 600.000 85.000 51,000.00 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 1,840.000 1,090.000 1.000 1,090.00 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 3,729.000 2,462.000 1.000 2,462.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00540* DOWNSTREAM ANCHOR TERMINAL(DAT)SECTION EA 2.000 2.000 925.000 1,850.00 0540* MTL BM GD FEN TRANS (NON-SYM) EA 2.000 2.000 930.720 1,861.44 0658* INSTL DEL ASSM (D-SW)SZ 1 (TYC)CTB EA 3.000 3.000 20.000 60.00 0658* INSTL DEL ASSM (D-SW)SZ (TYC)GF1 EA 7.000 7.000 18.000 126.00 0658* INSTL DEL ASSM (D-SY)SZ (TYC)CTB EA 3.000 3.000 20.000 60.00 0658* INSTL DEL ASSM (D-SY)SZ (TYC)GF1 EA 7.000 7.000 18.000 126.00 9000* UNIQUE CHANGE ORDER 1 LS 1.000 1.000 1,459.090 1,459.09 0 SUBTOTAL BID ITEMS $ 1,587,831.53 0 CONTRACT TOTAL ALL ITEMS $ 1,587,831.53 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 2130899 MGR.NO. 054 PAGE 001 CONT 6249 SEC 62 JOB 001 RES ENGR MENDOZA, JESSE PROJ EMC - 624962001 HWY US0084 1301 N. SH 350 BIG SPRING CNTY NOLAN DIST 08 CONTRACT PRICE $ 1,564,229.50 REPORT DATE 12/12/2013 15.41.18 CONTRACTOR J. H. STRAIN & SONS, INC. 2032 EST PERIOD MAR 11,2013 TO OCT 11,2013 EST NO 008 & 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 ********************************************************************************************************************************** 177 EMC - 624962001 6249-62-001 1,587,831.53 .00 1,587,831.53 .00 .00 1,587,831.53 1,560,449.03 27,382.50 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,587,831.53 .00 1,587,831.53 .00 .00 1,587,831.53 1,560,449.03 27,382.50 ---------------------------------------------------------------------------------------------------------------------------------- 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 2130899 MGR.NO. 054 PAGE 001 CONT 6249 SEC 62 JOB 001 RES ENGR MENDOZA, JESSE PROJ EMC - 624962001 HWY US0084 1301 N. SH 350 BIG SPRING CNTY NOLAN DIST 08 CONTRACT PRICE $ 1,564,229.50 REPORT DATE 12/12/2013 15.41.19 CONTRACTOR J. H. STRAIN & SONS, INC. 2032 EST PERIOD MAR 11,2013 TO OCT 11,2013 EST NO 008 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6249-62-001 EMC - 624962001 08 US0084 NOLAN -LIMITS - US 84 IH 20 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 90 0169 SOIL RETENTION BLANKETS (CL SY 756.000 1,239.000 4.000 4,956.00 1) (TY C) 105 0344 PRF-DSGN-MX SP-B PG64-22 TON 337.000 2.200 125.000 275.00 110 0344 PRF-DSGN-MX SP-D SAC-B TON 57.000 19.000 200.000 3,800.00 PG70-22 115 0400 CEM STAB BKFL (BEHIND CY 167.000 28.920 125.000 3,615.00 ABUTMENT) 165 0432 RIPRAP (CONC)(5 IN) CY 66.000 4.970 450.000 2,236.50 190 0500 MOBILIZATION LS 1.000 0.100 125,000.000 12,500.00 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 27,382.50 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,587,831.53