1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 9074015 MGR.NO. 007 PAGE 001 CONT 6161 SEC 82 JOB 001 RES ENGR MURPHY, DANNY PROJ RMC - 616182001 HWY US0075 2205 S. SH 5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 437,602.67 REPORT DATE 09/23/2008 08.05.22 CONTRACTOR HIGHWAY TECHNOLOGIES, L.P. 13367 EST PERIOD APR 07,2008 TO SEP 18,2008 EST NO 006 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN APR 07, 2008 TIME COMPUTED FROM APR 08, 2008 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 = 60 147 52 95 BROUGHT FORWARD ADDL DAYS GRANTED = 0 SEP 08 1 1 TIME SUSP - LETTER SUBMITTED TOTAL DAYS ALLOWED = 60 2 1 TIME SUSP - LETTER SUBMITTED DATE WORK COMPLETED 09/18/08 3 1 TIME SUSP - LETTER SUBMITTED DAYS CHARGED TO DATE = 55 4 1 TIME SUSP - LETTER SUBMITTED ASSESSED LIQ DAMAGES = 0 5 1 TIME SUSP - LETTER SUBMITTED LIQ DAMAGE RATE $ 500 6 1 TIME SUSP - LETTER SUBMITTED 7 1 TIME SUSP - LETTER SUBMITTED LIQUIDATED DAMAGES 8 1 TIME SUSP - LETTER SUBMITTED 0 DAYS AT $ 500 PER DAY 9 1 TIME SUSP - LETTER SUBMITTED TOTAL = $ .00 10 1 TIME SUSP - LETTER SUBMITTED 11 1 TIME SUSP - LETTER SUBMITTED CERTIFIED AS CORRECT AND 12 1 TIME SUSP - LETTER SUBMITTED ONE COPY HAS BEEN GIVEN 13 1 TIME SUSP - LETTER SUBMITTED TO THE CONTRACTOR 14 1 TIME SUSP - LETTER SUBMITTED 15 1 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 WORK COMPLETED AND ACCEPTED - - - - 0 ----- ----- ----- 165 55 110 0 SATURDAY 0 SUNDAY 0 HOLIDAY 14 TIME SUSP - LETTER SUBMITTED 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 9074015 MGR.NO. 007 PAGE 001 CONT 6161 SEC 82 JOB 001 RES ENGR MURPHY, DANNY PROJ RMC - 616182001 HWY US0075 2205 S. SH 5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 437,602.67 REPORT DATE 09/23/2008 08.05.22 CONTRACTOR HIGHWAY TECHNOLOGIES, L.P. 13367 EST PERIOD APR 07,2008 TO SEP 18,2008 EST NO 006 & FINAL DIST. 18 COUNTY COLLIN CONTROL 6161-82-001 PROJECT RMC - 616182001 HIGHWAY US0075 0LIMITS- VARIOUS LOCATIONS IN THE COLLIN COUNTY MAINTENANCE SECTION 0TYPE OF WORK- REFLECTORIZED PAVEMENT MARKINGS 0 0005 PREPARED BY ELECIA GOHNEA MOORE 0 0055 REFLECTORIZED PAVEMENT MARKINGS NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0666 REFL PAV MRK TY I (W) 4" (BRK)(060MIL) LF 14,072.000 28,590.000 .190 5,432.10 0060 0666 ADJ EST QUANTITY TO DATE 28,590.000 0065 0666 REFL PAV MRK TY I (W) 4" (SLD)(060MIL) LF 469,969.000 500,156.000 .170 85,026.52 0065 0666 ADJ EST QUANTITY TO DATE 500,156.000 0070 0666 REFL PAV MRK TY I (W) 6" (BRK)(060MIL) LF 27,934.000 28,060.000 .300 8,418.00 0070 0666 ADJ EST QUANTITY TO DATE 28,060.000 0075 0666 REFL PAV MRK TY I (W) 6" (SLD)(060MIL) LF 202,886.000 202,886.000 .260 52,750.36 0080 0666 REFL PAV MRK TY I (W) 8" (BRK)(060MIL) LF 90.000 90.000 1.000 90.00 0085 0666 REFL PAV MRK TY I (W) 8" (SLD)(060MIL) LF 70,812.000 71,485.000 .474 33,883.89 0085 0666 ADJ EST QUANTITY TO DATE 71,485.000 0090 0666 REFL PAV MRK TY I (W) 12"(SLD)(060MIL) LF 4,391.000 4,400.000 1.586 6,978.40 0090 0666 ADJ EST QUANTITY TO DATE 4,400.000 0095 0666 REFL PAV MRK TY I (W) 24"(SLD)(060MIL) LF 7,794.000 7,994.000 2.810 22,463.14 0095 0666 ADJ EST QUANTITY TO DATE 7,994.000 0100 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 122.000 124.000 63.020 7,814.48 0100 0666 ADJ EST QUANTITY TO DATE 124.000 0105 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 13.000 13.000 75.780 985.14 0110 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 8.000 8.000 162.750 1,302.00 1 0115 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 88.000 88.000 80.000 7,040.00 0120 0666 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 56.000 56.000 29.520 1,653.12 0125 0666 REFL PAV MRK TY I (Y) 4" (BRK)(060MIL) LF 22,940.000 26,064.000 .190 4,952.16 0125 0666 ADJ EST QUANTITY TO DATE 26,064.000 0130 0666 REFL PAV MRK TY I (Y) 4" (SLD)(060MIL) LF 340,362.000 364,513.000 .170 61,967.21 0130 0666 ADJ EST QUANTITY TO DATE 364,513.000 0135 0666 REFL PAV MRK TY I (Y) 6" (SLD)(060MIL) LF 207,780.000 207,780.000 .270 56,100.60 0140 0666 REFL PAV MRK TY I (Y) 12"(SLD)(060MIL) LF 629.000 629.000 1.585 996.97 0145 0666 REFL PAV MRK TY I (Y) 24"(SLD)(060MIL) LF 397.000 413.000 2.887 1,192.33 0145 0666 ADJ EST QUANTITY TO DATE 413.000 0150 0666 PAVEMENT SEALER 4" LF 57,198.000 67,347.000 .039 2,626.53 0150 0666 ADJ EST QUANTITY TO DATE 67,347.000 0155 0666 PAVEMENT SEALER 6" LF 295,160.000 295,425.000 .059 17,430.08 0155 0666 ADJ EST QUANTITY TO DATE 295,425.000 0160 0666 PAVEMENT SEALER 8" LF 10,168.000 10,168.000 .093 945.62 0165 0666 PAVEMENT SEALER 12" LF 3,461.000 2,849.000 .254 723.65 0165 0666 ADJ EST QUANTITY TO DATE 2,849.000 0170 0666 PAVEMENT SEALER 24" LF 6,070.000 5,681.000 .492 2,795.05 0170 0666 ADJ EST QUANTITY TO DATE 5,681.000 0175 0666 PAVEMENT SEALER (ARROW) EA 104.000 104.000 14.406 1,498.22 0180 0666 PAVEMENT SEALER (WORD) EA 69.000 69.000 18.617 1,284.57 0185 0666 PAVEMENT SEALER RR XING EA 6.000 6.000 32.416 194.50 0190 0666 PAVEMENT SEALER DBL ARROW EA 12.000 12.000 15.641 187.69 0195 0666 PAVEMENT SEALER (YLD TRI) EA 56.000 56.000 5.765 322.84 0200 0672 REFL PAV MRKR TY I-A EA 278.000 278.000 3.400 945.20 0205 0672 REFL PAV MRKR TY I-C EA 27.000 27.000 3.400 91.80 0210 0672 REFL PAV MRKR TY II-A-A EA 5,421.000 5,791.000 3.400 19,689.40 0210 0672 ADJ EST QUANTITY TO DATE 5,855.000 0215 0672 REFL PAV MRKR TY II-C-R EA 6,819.000 6,819.000 3.400 23,184.60 0220 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 7,711.000 340.000 .500 170.00 0220 0677 ADJ EST QUANTITY TO DATE 340.000 0225 0677 ELIM EXT PAV MRK & MRKS ( 6") LF 2,601.000 0.000 .600 .00 0225 0677 ADJ EST QUANTITY TO DATE 0.000 0230 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 1,382.000 1,382.000 1.000 1,382.00 0235 0677 ELIM EXT PAV MRK & MRKS (12") LF 2,678.000 2,408.000 .500 1,204.00 0235 0677 ADJ EST QUANTITY TO DATE 2,408.000 0240 0677 ELIM EXT PAV MRK & MRKS (24") LF 4,936.000 4,936.000 1.000 4,936.00 0245 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 103.000 104.000 11.000 1,144.00 1 0245 0677 ADJ EST QUANTITY TO DATE 104.000 0250 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 12.000 12.000 15.000 180.00 0255 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 6.000 6.000 30.000 180.00 0260 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 69.000 69.000 15.000 1,035.00 0265 0678 PAV SURF PREP FOR MRK ( 4") LF 56,512.000 56,703.000 .010 567.03 0265 0678 ADJ EST QUANTITY TO DATE 56,703.000 0270 0678 PAV SURF PREP FOR MRK ( 6") LF 3,842.000 268.000 .020 5.36 0270 0678 ADJ EST QUANTITY TO DATE 268.000 0275 0678 PAV SURF PREP FOR MRK ( 8") LF 5,787.000 5,733.000 .017 97.46 0275 0678 ADJ EST QUANTITY TO DATE 5,733.000 0280 0678 PAV SURF PREP FOR MRK (12") LF 2,197.000 2,265.000 .172 389.58 0280 0678 ADJ EST QUANTITY TO DATE 2,265.000 0285 0678 PAV SURF PREP FOR MRK (24") LF 6,842.000 6,885.000 .286 1,969.11 0285 0678 ADJ EST QUANTITY TO DATE 6,885.000 0290 0678 PAV SURF PREP FOR MRK (ARROW) EA 122.000 124.000 10.294 1,276.46 0290 0678 ADJ EST QUANTITY TO DATE 124.000 0295 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 12.000 12.000 11.172 134.06 0300 0678 PAV SURF PREP FOR MRK (RR XING) EA 8.000 8.000 25.734 205.87 0305 0678 PAV SURF PREP FOR MRK (WORD) EA 85.000 85.000 12.867 1,093.70 0310 0678 PAV SURF PREP FOR MRK (36") (YLD TRI) EA 56.000 56.000 5.147 288.23 0 SUBTOTAL BID ITEMS $ 447,224.03 0 TOTAL AMOUNT WORK DONE REFLECTORIZED PAVEMENT MARKINGS $ 447,224.03 0 TOTAL AMOUNT WORK DONE CONTROL 6161-82-001 $ 447,224.03 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 9074015 MGR.NO. 007 PAGE 001 CONT 6161 SEC 82 JOB 001 RES ENGR MURPHY, DANNY PROJ RMC - 616182001 HWY US0075 2205 S. SH 5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 437,602.67 REPORT DATE 09/23/2008 08.05.22 CONTRACTOR HIGHWAY TECHNOLOGIES, L.P. 13367 EST PERIOD APR 07,2008 TO SEP 18,2008 EST NO 006 & FINAL 0*********************************************************************************************************************************** -LIMITS - VARIOUS LOCATIONS IN THE COLLIN 0 COUNTY MAINTENANCE SECTION DATE WORK BEGAN APR 7 , 2008 WORKING DAYS USED 55 PERCENT COMPLETE 100.00 PERCENT TIME USED 91.60 DATE COMPLETED SEP 18 2008 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6161-82-001 RMC - 616182001 18 US0075 COLLIN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0666 REFL PAV MRK TY I (W) 4" (BRK)(060MIL) LF 14,072.000 28,590.000 .190 5,432.10 0666 ADJ EST QUANTITY TO DATE 28,590.000 0666 REFL PAV MRK TY I (W) 4" (SLD)(060MIL) LF 469,969.000 500,156.000 .170 85,026.52 0666 ADJ EST QUANTITY TO DATE 500,156.000 0666 REFL PAV MRK TY I (W) 6" (BRK)(060MIL) LF 27,934.000 28,060.000 .300 8,418.00 0666 ADJ EST QUANTITY TO DATE 28,060.000 0666 REFL PAV MRK TY I (W) 6" (SLD)(060MIL) LF 202,886.000 202,886.000 .260 52,750.36 0666 REFL PAV MRK TY I (W) 8" (BRK)(060MIL) LF 90.000 90.000 1.000 90.00 0666 REFL PAV MRK TY I (W) 8" (SLD)(060MIL) LF 70,812.000 71,485.000 .474 33,883.89 0666 ADJ EST QUANTITY TO DATE 71,485.000 0666 REFL PAV MRK TY I (W) 12"(SLD)(060MIL) LF 4,391.000 4,400.000 1.586 6,978.40 0666 ADJ EST QUANTITY TO DATE 4,400.000 0666 REFL PAV MRK TY I (W) 24"(SLD)(060MIL) LF 7,794.000 7,994.000 2.810 22,463.14 0666 ADJ EST QUANTITY TO DATE 7,994.000 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 122.000 124.000 63.020 7,814.48 0666 ADJ EST QUANTITY TO DATE 124.000 10666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 13.000 13.000 75.780 985.14 0666 REFL PAV MRK TY I(W)(RR XING) (100MIL) EA 8.000 8.000 162.750 1,302.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 88.000 88.000 80.000 7,040.00 0666 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 56.000 56.000 29.520 1,653.12 0666 REFL PAV MRK TY I (Y) 4" (BRK)(060MIL) LF 22,940.000 26,064.000 .190 4,952.16 0666 ADJ EST QUANTITY TO DATE 26,064.000 0666 REFL PAV MRK TY I (Y) 4" (SLD)(060MIL) LF 340,362.000 364,513.000 .170 61,967.21 0666 ADJ EST QUANTITY TO DATE 364,513.000 0666 REFL PAV MRK TY I (Y) 6" (SLD)(060MIL) LF 207,780.000 207,780.000 .270 56,100.60 0666 REFL PAV MRK TY I (Y) 12"(SLD)(060MIL) LF 629.000 629.000 1.585 996.97 0666 REFL PAV MRK TY I (Y) 24"(SLD)(060MIL) LF 397.000 413.000 2.887 1,192.33 0666 ADJ EST QUANTITY TO DATE 413.000 0666 PAVEMENT SEALER 4" LF 57,198.000 67,347.000 .039 2,626.53 0666 ADJ EST QUANTITY TO DATE 67,347.000 0666 PAVEMENT SEALER 6" LF 295,160.000 295,425.000 .059 17,430.08 0666 ADJ EST QUANTITY TO DATE 295,425.000 0666 PAVEMENT SEALER 8" LF 10,168.000 10,168.000 .093 945.62 0666 PAVEMENT SEALER 12" LF 3,461.000 2,849.000 .254 723.65 0666 ADJ EST QUANTITY TO DATE 2,849.000 0666 PAVEMENT SEALER 24" LF 6,070.000 5,681.000 .492 2,795.05 0666 ADJ EST QUANTITY TO DATE 5,681.000 0666 PAVEMENT SEALER (ARROW) EA 104.000 104.000 14.406 1,498.22 0666 PAVEMENT SEALER (WORD) EA 69.000 69.000 18.617 1,284.57 0666 PAVEMENT SEALER RR XING EA 6.000 6.000 32.416 194.50 0666 PAVEMENT SEALER DBL ARROW EA 12.000 12.000 15.641 187.69 0666 PAVEMENT SEALER (YLD TRI) EA 56.000 56.000 5.765 322.84 0672 REFL PAV MRKR TY I-A EA 278.000 278.000 3.400 945.20 0672 REFL PAV MRKR TY I-C EA 27.000 27.000 3.400 91.80 0672 REFL PAV MRKR TY II-A-A EA 5,421.000 5,791.000 3.400 19,689.40 0672 ADJ EST QUANTITY TO DATE 5,855.000 0672 REFL PAV MRKR TY II-C-R EA 6,819.000 6,819.000 3.400 23,184.60 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 7,711.000 340.000 .500 170.00 0677 ADJ EST QUANTITY TO DATE 340.000 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 1,382.000 1,382.000 1.000 1,382.00 0677 ELIM EXT PAV MRK & MRKS (12") LF 2,678.000 2,408.000 .500 1,204.00 0677 ADJ EST QUANTITY TO DATE 2,408.000 0677 ELIM EXT PAV MRK & MRKS (24") LF 4,936.000 4,936.000 1.000 4,936.00 0677 ELIM EXT PAV MRK & MRKS 1 (ARROW) EA 103.000 104.000 11.000 1,144.00 0677 ADJ EST QUANTITY TO DATE 104.000 0677 ELIM EXT PAV MRK & MRKS (DBL ARROW) EA 12.000 12.000 15.000 180.00 0677 ELIM EXT PAV MRK & MRKS (RR XING) EA 6.000 6.000 30.000 180.00 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 69.000 69.000 15.000 1,035.00 0678 PAV SURF PREP FOR MRK ( 4") LF 56,512.000 56,703.000 .010 567.03 0678 ADJ EST QUANTITY TO DATE 56,703.000 0678 PAV SURF PREP FOR MRK ( 6") LF 3,842.000 268.000 .020 5.36 0678 ADJ EST QUANTITY TO DATE 268.000 0678 PAV SURF PREP FOR MRK ( 8") LF 5,787.000 5,733.000 .017 97.46 0678 ADJ EST QUANTITY TO DATE 5,733.000 0678 PAV SURF PREP FOR MRK (12") LF 2,197.000 2,265.000 .172 389.58 0678 ADJ EST QUANTITY TO DATE 2,265.000 0678 PAV SURF PREP FOR MRK (24") LF 6,842.000 6,885.000 .286 1,969.11 0678 ADJ EST QUANTITY TO DATE 6,885.000 0678 PAV SURF PREP FOR MRK (ARROW) EA 122.000 124.000 10.294 1,276.46 0678 ADJ EST QUANTITY TO DATE 124.000 0678 PAV SURF PREP FOR MRK (DBL ARROW) EA 12.000 12.000 11.172 134.06 0678 PAV SURF PREP FOR MRK (RR XING) EA 8.000 8.000 25.734 205.87 0678 PAV SURF PREP FOR MRK (WORD) EA 85.000 85.000 12.867 1,093.70 0678 PAV SURF PREP FOR MRK (36") (YLD TRI) EA 56.000 56.000 5.147 288.23 0 SUBTOTAL BID ITEMS $ 447,224.03 0 CONTRACT TOTAL ALL ITEMS $ 447,224.03 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 9074015 MGR.NO. 007 PAGE 001 CONT 6161 SEC 82 JOB 001 RES ENGR MURPHY, DANNY PROJ RMC - 616182001 HWY US0075 2205 S. SH 5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 437,602.67 REPORT DATE 09/23/2008 08.05.22 CONTRACTOR HIGHWAY TECHNOLOGIES, L.P. 13367 EST PERIOD APR 07,2008 TO SEP 18,2008 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 ********************************************************************************************************************************** 43 RMC - 616182001 6161-82-001 447,224.03 .00 447,224.03 .00 .00 447,224.03 432,689.30 14,534.73 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 447,224.03 .00 447,224.03 .00 .00 447,224.03 432,689.30 14,534.73 ---------------------------------------------------------------------------------------------------------------------------------- 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 9074015 MGR.NO. 007 PAGE 001 CONT 6161 SEC 82 JOB 001 RES ENGR MURPHY, DANNY PROJ RMC - 616182001 HWY US0075 2205 S. SH 5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 437,602.67 REPORT DATE 09/23/2008 08.05.23 CONTRACTOR HIGHWAY TECHNOLOGIES, L.P. 13367 EST PERIOD APR 07,2008 TO SEP 18,2008 EST NO 006 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6161-82-001 RMC - 616182001 18 US0075 COLLIN -LIMITS - VARIOUS LOCATIONS IN THE COLLIN COUNTY MAINTENANCE SECTION LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 60 0666 REFL PAV MRK TY I (W) 4" LF 14,072.000 14,518.000 0.190 2,758.42 (BRK)(060MIL) 65 0666 REFL PAV MRK TY I (W) 4" LF 469,969.000 30,110.000 0.170 5,118.70 (SLD)(060MIL) 85 0666 REFL PAV MRK TY I (W) 8" LF 70,812.000 673.000 0.474 319.00 (SLD)(060MIL) 125 0666 REFL PAV MRK TY I (Y) 4" LF 22,940.000 3,050.000 0.190 579.50 (BRK)(060MIL) 130 0666 REFL PAV MRK TY I (Y) 4" LF 340,362.000 24,183.000 0.170 4,111.11 (SLD)(060MIL) 150 0666 PAVEMENT SEALER 4" LF 57,198.000 10,000.000 0.039 390.00 210 0672 REFL PAV MRKR TY II-A-A EA 5,421.000 370.000 3.400 1,258.00 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 14,534.73 0 TOTAL AMOUNT WORK DONE TO DATE - $ 447,224.03