1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 6130899 MGR.NO. 057 PAGE 001 CONT 6255 SEC 37 JOB 001 RES ENGR MOLTER, MIKE PROJ EMC - 625537001 HWY US0180 111 N. AVENUE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 2,709,930.20 REPORT DATE 02/19/2014 07.22.55 CONTRACTOR GILVIN-TERRILL, LTD. 9977 EST PERIOD JUN 17,2013 TO OCT 24,2013 EST NO 006 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JUN 17, 2013 TIME COMPUTED FROM JUN 17, 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 = 74 106 72 34 BROUGHT FORWARD ADDL DAYS GRANTED = 8 OCT 13 1 1 WORK COMPLETED AND ACCEPTED TOTAL DAYS ALLOWED = 82 2 1 WORK COMPLETED AND ACCEPTED DATE WORK COMPLETED 10/24/13 3 1 WORK COMPLETED AND ACCEPTED DAYS CHARGED TO DATE = 72 4 1 WORK COMPLETED AND ACCEPTED ASSESSED LIQ DAMAGES = 0 5 1 WORK COMPLETED AND ACCEPTED LIQ DAMAGE RATE $ 785 6 1 WORK COMPLETED AND ACCEPTED 7 1 WORK COMPLETED AND ACCEPTED LIQUIDATED DAMAGES 8 1 WORK COMPLETED AND ACCEPTED 0 DAYS AT $ 785 PER DAY 9 1 WORK COMPLETED AND ACCEPTED TOTAL = $ .00 10 1 WORK COMPLETED AND ACCEPTED 11 1 WORK COMPLETED AND ACCEPTED CERTIFIED AS CORRECT AND 12 1 WORK COMPLETED AND ACCEPTED ONE COPY HAS BEEN GIVEN 13 1 WORK COMPLETED AND ACCEPTED TO THE CONTRACTOR 14 1 WORK COMPLETED AND ACCEPTED 15 1 WORK COMPLETED AND ACCEPTED 16 1 WORK COMPLETED AND ACCEPTED ---------------------------- 17 1 WORK COMPLETED AND ACCEPTED AREA/PROJECT ENGINEER 18 1 WORK COMPLETED AND ACCEPTED 19 1 WORK COMPLETED AND ACCEPTED 20 1 WORK COMPLETED AND ACCEPTED 21 1 WORK COMPLETED AND ACCEPTED 22 1 WORK COMPLETED AND ACCEPTED 23 1 WORK COMPLETED AND ACCEPTED 24 1 WORK COMPLETED AND ACCEPTED - - 0 ----- ----- ----- 130 72 58 0 SATURDAY 0 SUNDAY 0 HOLIDAY 24 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 6130899 MGR.NO. 057 PAGE 001 CONT 6255 SEC 37 JOB 001 RES ENGR MOLTER, MIKE PROJ EMC - 625537001 HWY US0180 111 N. AVENUE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 2,709,930.20 REPORT DATE 02/19/2014 07.22.56 CONTRACTOR GILVIN-TERRILL, LTD. 9977 EST PERIOD JUN 17,2013 TO OCT 24,2013 EST NO 006 & FINAL DIST. 08 COUNTY SCURRY CONTROL 6255-37-001 PROJECT EMC - 625537001 HIGHWAY US0180 0LIMITS- US 84 NORTHBOUND US 84 SOUTHBOUND 0TYPE OF WORK- US 180 EMERGENCY BRIDGE REPLACEMENT 0 0005 PREPARED BY DEBBIE PAYLOR 0 0055 ALL ITEMS NET LENGTH 0.030 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0104 REMOVING CONC (RIPRAP) CY 118.000 131.140 100.000 13,114.00 0065 0104 REMOVING CONC (OTHER APPURTENANCES) CY 29.000 29.000 100.000 2,900.00 0070 0104 REMOVE CONC (ABUTMENT CAP) CY 136.500 136.500 100.000 13,650.00 0075 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 817.000 1,453.000 31.000 45,043.00 0080 0160 FURNISHING AND PLACING TOPSOIL (4") SY 6,312.000 6,312.000 4.000 25,248.00 0085 0164 BROADCAST SEED (PERM) (RURAL) (SANDY) SY 6,312.000 6,312.000 .200 1,262.40 0090 0168 VEGETATIVE WATERING MG 18.000 18.000 165.000 2,970.00 0095 0169 SOIL RETENTION BLANKETS (CL 1) (TY C) SY 500.000 497.000 2.000 994.00 0100 0316 AGGR(TY-PB GR-4 SAC-B) CY 84.000 124.000 300.000 37,200.00 0105 0316 ASPH (AC-20-5TR OR CRS-1P) GAL 3,368.000 4,400.000 5.200 22,880.00 0110 0354 PLAN & TEXT CONC PAV(0" TO 3") SY 4,810.000 4,067.330 7.700 31,318.44 0115 0400 CEM STAB BKFL (BEHIND ABUTMENT) CY 106.000 106.000 250.000 26,500.00 0120 0416 DRILL SHAFT (30 IN) LF 120.000 120.000 340.000 40,800.00 0125 0420 CL C CONC (ABUT)(HPC) CY 55.800 55.800 900.000 50,220.00 0130 0420 CL C CONC (BENT)(HPC) CY 122.100 122.100 900.000 109,890.00 0135 0420 CL S CONC (HPC) BAS CY 103.200 103.200 650.000 67,080.00 0140 0420 CL S CONC (HPC)(SLAB) CY 207.800 207.800 600.000 124,680.00 0145 0420 CL S CONC (HPC)(SHEAR KEY) CY 51.200 52.080 500.000 26,040.00 0150 0425 PRESTR CONC BOX BEAM (4XB20) LF 472.340 472.340 280.000 132,255.20 0155 0425 PRESTR CONC BOX BEAM (5XB20) LF 1,653.400 1,653.400 280.000 462,952.00 0160 0427 EPOXY PAINT FINISH SF 994.000 1,014.820 3.000 3,044.46 0165 0432 RIPRAP (CONC)(4 IN) CY 114.000 110.940 500.000 55,470.00 1 0170 0432 RIPRAP (MOW STRIP)(4 IN) CY 30.700 13.370 400.000 5,348.00 0175 0450 RAIL (TY T223) LF 508.400 508.400 100.000 50,840.00 0180 0454 ARMOR JOINT (WITH SEAL) LF 135.000 135.000 100.000 13,500.00 0185 0500 MOBILIZATION LS 1.000 1.000 270,000.000 270,000.00 0190 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 4,350.000 17,400.00 0195 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 120.000 120.000 65.000 7,800.00 0200 0530 DRIVEWAYS (ACP) SY 2,380.000 1,565.000 34.500 53,992.50 0205 0540 MTL W-BEAM GD FEN (TIM POST) LF 125.000 50.000 25.000 1,250.00 0210 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 2,000.000 8,000.00 0215 0542 REMOVING METAL BEAM GUARD FENCE LF 200.000 0.000 2.000 .00 0220 0542 REMOVING TERMINAL ANCHOR SECTION EA 3.000 0.000 200.000 .00 0225 0544 GUARDRAIL END TREATMENT (REMOVE) EA 1.000 0.000 200.000 .00 0230 0544 GDRAIL END TRT(INST)(WOOD POST)(TY I) EA 4.000 4.000 2,800.000 11,200.00 0235 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 33.000 26.000 450.000 11,700.00 0240 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 10.000 6.000 20.000 120.00 0245 0658 INSTL DEL ASSM (D-DW)SZ 1(FLX)GF2 EA 10.000 12.000 45.000 540.00 0250 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 10,340.000 7,563.000 .700 5,294.10 0255 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 146.000 88.000 4.500 396.00 0260 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 2.000 2.000 325.000 650.00 0265 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 2.000 2.000 450.000 900.00 0270 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 11,590.000 8,309.000 .700 5,816.30 0275 0666 REFL PAV MRK TY I (Y) 24"(SLD)(100MIL) LF 420.000 0.000 4.500 .00 0280 0672 REFL PAV MRKR TY II-A-A EA 90.000 90.000 5.000 450.00 0285 1122 BIOGRD EROSN CONT LOGS (12" DIA)INSTALL LF 500.000 360.000 8.000 2,880.00 0290 1122 BIODEGRADBLE EROSION CONTROL LOGS REMOV LF 500.000 0.000 2.000 .00 0295 3270 SUPERPAVE MIXTURES SP-B PG64-22 TON 5,024.000 4,660.830 155.000 722,428.65 0300 3270 SUPERPAVE MIXTURES SP-D SAC-B PG70-22 TON 797.000 1,332.640 170.000 226,548.80 0305 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 140.000 296.000 100.000 29,600.00 0 SUBTOTAL BID ITEMS $ 2,742,165.85 1 TOTAL AMOUNT WORK DONE ALL ITEMS $ 2,742,165.85 0 TOTAL AMOUNT WORK DONE CONTROL 6255-37-001 $ 2,742,165.85 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 6130899 MGR.NO. 057 PAGE 001 CONT 6255 SEC 37 JOB 001 RES ENGR MOLTER, MIKE PROJ EMC - 625537001 HWY US0180 111 N. AVENUE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 2,709,930.20 REPORT DATE 02/19/2014 07.22.56 CONTRACTOR GILVIN-TERRILL, LTD. 9977 EST PERIOD JUN 17,2013 TO OCT 24,2013 EST NO 006 & FINAL 0*********************************************************************************************************************************** -LIMITS - US 84 NORTHBOUND 0 US 84 SOUTHBOUND DATE WORK BEGAN JUN 17, 2013 WORKING DAYS USED 72 PERCENT COMPLETE 100.00 PERCENT TIME USED 87.80 DATE COMPLETED OCT 24 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6255-37-001 EMC - 625537001 08 US0180 SCURRY - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (RIPRAP) CY 118.000 131.140 100.000 13,114.00 0104 REMOVING CONC (OTHER APPURTENANCES) CY 29.000 29.000 100.000 2,900.00 0104 REMOVE CONC (ABUTMENT CAP) CY 136.500 136.500 100.000 13,650.00 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 817.000 1,453.000 31.000 45,043.00 0160 FURNISHING AND PLACING TOPSOIL (4") SY 6,312.000 6,312.000 4.000 25,248.00 0164 BROADCAST SEED (PERM) (RURAL) (SANDY) SY 6,312.000 6,312.000 .200 1,262.40 0168 VEGETATIVE WATERING MG 18.000 18.000 165.000 2,970.00 0169 SOIL RETENTION BLANKETS (CL 1) (TY C) SY 500.000 497.000 2.000 994.00 0316 AGGR(TY-PB GR-4 SAC-B) CY 84.000 124.000 300.000 37,200.00 0316 ASPH (AC-20-5TR OR CRS-1P) GAL 3,368.000 4,400.000 5.200 22,880.00 0354 PLAN & TEXT CONC PAV(0" TO 3") SY 4,810.000 4,067.330 7.700 31,318.44 0400 CEM STAB BKFL (BEHIND ABUTMENT) CY 106.000 106.000 250.000 26,500.00 0416 DRILL SHAFT (30 IN) LF 120.000 120.000 340.000 40,800.00 0420 CL C CONC (ABUT)(HPC) CY 55.800 55.800 900.000 50,220.00 0420 CL C CONC (BENT)(HPC) CY 122.100 122.100 900.000 109,890.00 0420 CL S CONC (HPC) BAS CY 103.200 103.200 650.000 67,080.00 0420 CL S CONC (HPC)(SLAB) CY 207.800 207.800 600.000 124,680.00 0420 CL S CONC (HPC)(SHEAR KEY) CY 51.200 52.080 500.000 26,040.00 10425 PRESTR CONC BOX BEAM (4XB20) LF 472.340 472.340 280.000 132,255.20 0425 PRESTR CONC BOX BEAM (5XB20) LF 1,653.400 1,653.400 280.000 462,952.00 0427 EPOXY PAINT FINISH SF 994.000 1,014.820 3.000 3,044.46 0432 RIPRAP (CONC)(4 IN) CY 114.000 110.940 500.000 55,470.00 0432 RIPRAP (MOW STRIP)(4 IN) CY 30.700 13.370 400.000 5,348.00 0450 RAIL (TY T223) LF 508.400 508.400 100.000 50,840.00 0454 ARMOR JOINT (WITH SEAL) LF 135.000 135.000 100.000 13,500.00 0500 MOBILIZATION LS 1.000 1.000 270,000.000 270,000.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 4,350.000 17,400.00 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 120.000 120.000 65.000 7,800.00 0530 DRIVEWAYS (ACP) SY 2,380.000 1,565.000 34.500 53,992.50 0540 MTL W-BEAM GD FEN (TIM POST) LF 125.000 50.000 25.000 1,250.00 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 2,000.000 8,000.00 0544 GDRAIL END TRT(INST)(WOOD POST)(TY I) EA 4.000 4.000 2,800.000 11,200.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 33.000 26.000 450.000 11,700.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 10.000 6.000 20.000 120.00 0658 INSTL DEL ASSM (D-DW)SZ 1(FLX)GF2 EA 10.000 12.000 45.000 540.00 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 10,340.000 7,563.000 .700 5,294.10 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 146.000 88.000 4.500 396.00 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 2.000 2.000 325.000 650.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 2.000 2.000 450.000 900.00 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 11,590.000 8,309.000 .700 5,816.30 0672 REFL PAV MRKR TY II-A-A EA 90.000 90.000 5.000 450.00 1122 BIOGRD EROSN CONT LOGS (12" DIA)INSTALL LF 500.000 360.000 8.000 2,880.00 3270 SUPERPAVE MIXTURES SP-B PG64-22 TON 5,024.000 4,660.830 155.000 722,428.65 3270 SUPERPAVE MIXTURES SP-D SAC-B PG70-22 TON 797.000 1,332.640 170.000 226,548.80 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 140.000 296.000 100.000 29,600.00 0 SUBTOTAL BID ITEMS $ 2,742,165.85 0 CONTRACT TOTAL ALL ITEMS $ 2,742,165.85 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 6130899 MGR.NO. 057 PAGE 001 CONT 6255 SEC 37 JOB 001 RES ENGR MOLTER, MIKE PROJ EMC - 625537001 HWY US0180 111 N. AVENUE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 2,709,930.20 REPORT DATE 02/19/2014 07.22.56 CONTRACTOR GILVIN-TERRILL, LTD. 9977 EST PERIOD JUN 17,2013 TO OCT 24,2013 EST NO 006 & 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 ********************************************************************************************************************************** 208 EMC - 625537001 6255-37-001 2,742,165.85 .00 2,742,165.85 .00 .00 2,742,165.85 2,728,570.85 13,595.00 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 2,742,165.85 .00 2,742,165.85 .00 .00 2,742,165.85 2,728,570.85 13,595.00 ---------------------------------------------------------------------------------------------------------------------------------- 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 6130899 MGR.NO. 057 PAGE 001 CONT 6255 SEC 37 JOB 001 RES ENGR MOLTER, MIKE PROJ EMC - 625537001 HWY US0180 111 N. AVENUE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 2,709,930.20 REPORT DATE 02/19/2014 07.22.57 CONTRACTOR GILVIN-TERRILL, LTD. 9977 EST PERIOD JUN 17,2013 TO OCT 24,2013 EST NO 006 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6255-37-001 EMC - 625537001 08 US0180 SCURRY -LIMITS - US 84 NORTHBOUND US 84 SOUTHBOUND LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 185 0500 MOBILIZATION LS 1.000 0.030 270,000.000 8,100.00 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 8,100.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 2,742,165.85