1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 11074014 MGR.NO. PAGE 001 CONT 6168 SEC 98 JOB 001 RES ENGR HOLLAND, HOWARD PROJ RMC - 616898001 HWY US0377 2495 HWY 183 NORTH BROWNW CNTY BROWN DIST 23 CONTRACT PRICE $ 578,090.00 REPORT DATE 11/04/2009 10.00.31 CONTRACTOR HIGHWAY TECHNOLOGIES, INC. 13982 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 022 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JAN 28, 2008 TIME COMPUTED FROM JAN 21, 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 = 125 619 134 485 BROUGHT FORWARD ADDL DAYS GRANTED = 100 OCT 09 1 1 TIME NOT STARTED TOTAL DAYS ALLOWED = 225 2 1 TIME NOT STARTED DATE WORK COMPLETED 3 1 SATURDAY DAYS CHARGED TO DATE = 143 4 1 SUNDAY ASSESSED LIQ DAMAGES = 0 5 1 TIME CHARGES BEGAN-TOO WET LIQ DAMAGE RATE $ 500 6 1 TOO WET 7 1 LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 500 PER DAY 9 1 TOO WET TOTAL = $ .00 10 1 SATURDAY 11 1 SUNDAY CERTIFIED AS CORRECT AND 12 1 TOO WET ONE COPY HAS BEEN GIVEN 13 1 TOO WET TO THE CONTRACTOR 14 1 15 1 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 SUNDAY 19 1 20 1 21 1 TOO WET 22 1 23 1 TIME SUSPENDED 24 1 SATURDAY 25 1 SUNDAY 26 1 TIME SUSPENDED 27 1 TIME SUSPENDED 28 1 TIME SUSPENDED 29 1 TIME SUSPENDED 30 1 TIME SUSPENDED 31 1 SATURDAY ----- ----- ----- 650 143 507 4 SATURDAY 4 SUNDAY 0 HOLIDAY 2 TIME NOT STARTED 1 TIME CHARGES BEGAN-TOO WET 5 TOO WET 6 TIME SUSPENDED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 11074014 MGR.NO. PAGE 001 CONT 6168 SEC 98 JOB 001 RES ENGR HOLLAND, HOWARD PROJ RMC - 616898001 HWY US0377 2495 HWY 183 NORTH BROWNW CNTY BROWN DIST 23 CONTRACT PRICE $ 578,090.00 REPORT DATE 11/04/2009 10.00.33 CONTRACTOR HIGHWAY TECHNOLOGIES, INC. 13982 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 022 DIST. 23 COUNTY BROWN CONTROL 6168-98-001 PROJECT RMC - 616898001 HIGHWAY US0377 0LIMITS- VARIOUS " " 0TYPE OF WORK- SPOT STRIPING & PAVEMENT MARKINGS 0 0050 SPOT STRIPING NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0055 0666 REFL PAV MRK TY I (W) 4" (BRK)(090MIL) LF 10,000.000 14,790.000 .200 2,958.00 0055 0666 ADJ EST QUANTITY TO DATE 20,000.000 0060 0666 REFL PAV MRK TY I (W) 4" (SLD)(060MIL) LF 200,000.000 236,136.000 .170 40,143.12 0060 0666 ADJ EST QUANTITY TO DATE 400,000.000 0065 0666 REFL PAV MRK TY I (W) 8" (SLD)(090MIL) LF 4,000.000 7,151.000 .460 3,289.46 0065 0666 ADJ EST QUANTITY TO DATE 8,000.000 0070 0666 REFL PAV MRK TY I (Y) 4" (BRK)(090MIL) LF 30,000.000 22,907.000 .210 4,810.47 0070 0666 ADJ EST QUANTITY TO DATE 60,000.000 0075 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 100,000.000 177,273.000 .210 37,227.33 0075 0666 ADJ EST QUANTITY TO DATE 200,000.000 0080 0666 REF PAV MRK TY II (W) 4" (BRK) LF 2,000.000 17,820.000 .080 1,425.60 0080 0666 ADJ EST QUANTITY TO DATE 10,440.000 0085 0666 REF PAV MRK TY II (W) 4" (SLD) LF 90,000.000 100,921.000 .080 8,073.68 0085 0666 ADJ EST QUANTITY TO DATE 107,006.000 0090 0666 REF PAV MRK TY II (Y) 4" (BRK) LF 500,000.000 853,737.000 .080 68,298.96 0090 0666 ADJ EST QUANTITY TO DATE 1,136,540.000 0095 0666 REF PAV MRK TY II (Y) 4" (SLD) LF 3,000,000.000 6,974,195.000 .080 557,935.60 0095 0666 ADJ EST QUANTITY TO DATE 9,075,476.000 0100 0666 REFL PAV MRK TY II SPOT STRIPING LF 1,500,000.000 1,465,777.000 .110 161,235.47 0100 0666 ADJ EST QUANTITY TO DATE 1,518,392.000 1 SUBTOTAL BID ITEMS $ 885,397.69 0 TOTAL AMOUNT WORK DONE SPOT STRIPING $ 885,397.69 0 0150 PAVEMENT MARKINGS NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0155 0668 PREFAB PAV MRK (ACC PRK)(BLU & WHT)LRG EA 4.000 1.000 115.000 115.00 0155 0668 ADJ EST QUANTITY TO DATE 8.000 0160 0668 PREFAB PAV MRK TY C (W) ( 4") (SLD) LF 800.000 188.000 1.250 235.00 0160 0668 ADJ EST QUANTITY TO DATE 200.000 0165 0668 PREFAB PAV MRK TY C (W) ( 8") (SLD) LF 800.000 430.000 2.650 1,139.50 0165 0668 ADJ EST QUANTITY TO DATE 764.000 0170 0668 PREFAB PAV MRK TY C (W) (18") (SLD) LF 800.000 2,497.000 5.000 12,485.00 0170 0668 ADJ EST QUANTITY TO DATE 1,320.000 0175 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 1,200.000 2,224.000 7.000 15,568.00 0175 0668 ADJ EST QUANTITY TO DATE 2,170.000 0180 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 50.000 79.000 125.000 9,875.00 0180 0668 ADJ EST QUANTITY TO DATE 74.000 0185 0668 PREFAB PAV MRK TY C (W) (DBL ARROW) EA 4.000 2.000 230.000 460.00 0185 0668 ADJ EST QUANTITY TO DATE 2.000 0190 0668 PREFAB PAV MRK TY C (W) (RR XING) EA 4.000 18.000 425.000 7,650.00 0190 0668 ADJ EST QUANTITY TO DATE 26.000 0195 0668 PREFAB PAV MRK TY C (W) (WORD) EA 12.000 31.000 180.000 5,580.00 0195 0668 ADJ EST QUANTITY TO DATE 26.000 0200 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 24.000 15.000 30.000 450.00 0200 0668 ADJ EST QUANTITY TO DATE 48.000 0205 0668 PREFAB PAV MRK TY C (Y) (24") (SLD) LF 400.000 645.000 7.000 4,515.00 0205 0668 ADJ EST QUANTITY TO DATE 800.000 0 SUBTOTAL BID ITEMS $ 58,072.50 0 TOTAL AMOUNT WORK DONE PAVEMENT MARKINGS $ 58,072.50 0 0255 RAISED PAVEMENT MARKERS NET LENGTH 0.001 MILES 1 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0260 0672 REFL PAV MRKR TY I-C EA 2,000.000 66.000 3.000 198.00 0260 0672 ADJ EST QUANTITY TO DATE 132.000 0265 0672 REFL PAV MRKR TY II-A-A EA 2,500.000 106.000 3.000 318.00 0265 0672 ADJ EST QUANTITY TO DATE 28.000 0270 0672 REFL PAV MRKR TY II-C-R EA 400.000 0.000 3.000 .00 0270 0672 ADJ EST QUANTITY TO DATE 800.000 0 SUBTOTAL BID ITEMS $ 516.00 0 TOTAL AMOUNT WORK DONE RAISED PAVEMENT MARKERS $ 516.00 0 0320 RUMBLE STRIPS NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0325 6055 IN-LANE OR TRANSVERSE RUMBLE STRIP LF 960.000 200.000 16.000 3,200.00 0325 6055 ADJ EST QUANTITY TO DATE 160.000 0340 0666*REF PAV MRK TY I (BLACK)4"(BRK)(100MIL) LF 6,500.000 0.000 .700 .00 0340 0666 ADJ EST QUANTITY TO DATE 13,000.000 0345 0672*TRAFFIC BUTTON TY W EA 1,200.000 946.000 4.500 4,257.00 0345 0672 ADJ EST QUANTITY TO DATE 1,172.000 0 SUBTOTAL BID ITEMS $ 7,457.00 0 SPECIAL DEDUCTIONS - 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY UNIT AMOUNT NO. PRICE($) ($) - 0355 00000000799 LIQUIDATED DAMAGES LS 7.000 500.000 -3,500.00 0 TOTAL SPECIAL DEDUCTIONS - $ -3,500.00 0 TOTAL AMOUNT WORK DONE RUMBLE STRIPS $ 7,457.00 TOTAL SPECIAL DEDUCTIONS RUMBLE STRIPS $ -3,500.00 0 TOTAL AMOUNT WORK DONE CONTROL 6168-98-001 $ 951,443.19 0 TOTAL SPECIAL DEDUCTIONS CONTROL 6168-98-001 $ -3,500.00 1 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 11074014 MGR.NO. PAGE 001 CONT 6168 SEC 98 JOB 001 RES ENGR HOLLAND, HOWARD PROJ RMC - 616898001 HWY US0377 2495 HWY 183 NORTH BROWNW CNTY BROWN DIST 23 CONTRACT PRICE $ 578,090.00 REPORT DATE 11/04/2009 10.00.33 CONTRACTOR HIGHWAY TECHNOLOGIES, INC. 13982 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 022 0*********************************************************************************************************************************** -LIMITS - VARIOUS 0 " " DATE WORK BEGAN JAN 28, 2008 WORKING DAYS USED 143 PERCENT COMPLETE 99.99 PERCENT TIME USED 63.50 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6168-98-001 RMC - 616898001 23 US0377 BROWN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0666 REFL PAV MRK TY I (W) 4" (BRK)(090MIL) LF 10,000.000 14,790.000 .200 2,958.00 0666 ADJ EST QUANTITY TO DATE 20,000.000 0666 REFL PAV MRK TY I (W) 4" (SLD)(060MIL) LF 200,000.000 236,136.000 .170 40,143.12 0666 ADJ EST QUANTITY TO DATE 400,000.000 0666 REFL PAV MRK TY I (W) 8" (SLD)(090MIL) LF 4,000.000 7,151.000 .460 3,289.46 0666 ADJ EST QUANTITY TO DATE 8,000.000 0666 REFL PAV MRK TY I (Y) 4" (BRK)(090MIL) LF 30,000.000 22,907.000 .210 4,810.47 0666 ADJ EST QUANTITY TO DATE 60,000.000 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 100,000.000 177,273.000 .210 37,227.33 0666 ADJ EST QUANTITY TO DATE 200,000.000 0666 REF PAV MRK TY II (W) 4" (BRK) LF 2,000.000 17,820.000 .080 1,425.60 0666 ADJ EST QUANTITY TO DATE 10,440.000 0666 REF PAV MRK TY II (W) 4" (SLD) LF 90,000.000 100,921.000 .080 8,073.68 0666 ADJ EST QUANTITY TO DATE 107,006.000 0666 REF PAV MRK TY II (Y) 4" (BRK) LF 500,000.000 853,737.000 .080 68,298.96 0666 ADJ EST QUANTITY TO DATE 1,136,540.000 0666 REF PAV MRK TY II (Y) 4" 1 (SLD) LF 3,000,000.000 6,974,195.000 .080 557,935.60 0666 ADJ EST QUANTITY TO DATE 9,075,476.000 0666 REFL PAV MRK TY II SPOT STRIPING LF 1,500,000.000 1,465,777.000 .110 161,235.47 0666 ADJ EST QUANTITY TO DATE 1,518,392.000 0668 PREFAB PAV MRK (ACC PRK)(BLU & WHT)LRG EA 4.000 1.000 115.000 115.00 0668 ADJ EST QUANTITY TO DATE 8.000 0668 PREFAB PAV MRK TY C (W) ( 4") (SLD) LF 800.000 188.000 1.250 235.00 0668 ADJ EST QUANTITY TO DATE 200.000 0668 PREFAB PAV MRK TY C (W) ( 8") (SLD) LF 800.000 430.000 2.650 1,139.50 0668 ADJ EST QUANTITY TO DATE 764.000 0668 PREFAB PAV MRK TY C (W) (18") (SLD) LF 800.000 2,497.000 5.000 12,485.00 0668 ADJ EST QUANTITY TO DATE 1,320.000 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 1,200.000 2,224.000 7.000 15,568.00 0668 ADJ EST QUANTITY TO DATE 2,170.000 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 50.000 79.000 125.000 9,875.00 0668 ADJ EST QUANTITY TO DATE 74.000 0668 PREFAB PAV MRK TY C (W) (DBL ARROW) EA 4.000 2.000 230.000 460.00 0668 ADJ EST QUANTITY TO DATE 2.000 0668 PREFAB PAV MRK TY C (W) (RR XING) EA 4.000 18.000 425.000 7,650.00 0668 ADJ EST QUANTITY TO DATE 26.000 0668 PREFAB PAV MRK TY C (W) (WORD) EA 12.000 31.000 180.000 5,580.00 0668 ADJ EST QUANTITY TO DATE 26.000 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 24.000 15.000 30.000 450.00 0668 ADJ EST QUANTITY TO DATE 48.000 0668 PREFAB PAV MRK TY C (Y) (24") (SLD) LF 400.000 645.000 7.000 4,515.00 0668 ADJ EST QUANTITY TO DATE 800.000 0672 REFL PAV MRKR TY I-C EA 2,000.000 66.000 3.000 198.00 0672 ADJ EST QUANTITY TO DATE 132.000 0672 REFL PAV MRKR TY II-A-A EA 2,500.000 106.000 3.000 318.00 0672 ADJ EST QUANTITY TO DATE 28.000 6055 IN-LANE OR TRANSVERSE RUMBLE STRIP LF 960.000 200.000 16.000 3,200.00 6055* ADJ EST QUANTITY TO DATE 160.000 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00672* TRAFFIC BUTTON TY W EA 1,200.000 946.000 4.500 4,257.00 0672* ADJ EST QUANTITY TO DATE 1,172.000 1 SUBTOTAL BID ITEMS $ 951,443.19 0 CONTRACT TOTAL ALL ITEMS $ 951,443.19 SPECIAL DEDUCTIONS 0 UNIT AMOUNT MATRL. NO. MATERIAL DESCRIPTION UNIT QUANTITY PRICE ($) ($) 0 00000000799 LIQUIDATED DAMAGES LS 7.000 500.000 -3,500.00 0 TOTAL SPECIAL DEDUCTIONS $ -3,500.00 0 CONTRACT TOTAL SPECIAL DEDUCTIONS $ -3,500.00 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 11074014 MGR.NO. PAGE 001 CONT 6168 SEC 98 JOB 001 RES ENGR HOLLAND, HOWARD PROJ RMC - 616898001 HWY US0377 2495 HWY 183 NORTH BROWNW CNTY BROWN DIST 23 CONTRACT PRICE $ 578,090.00 REPORT DATE 11/04/2009 10.00.33 CONTRACTOR HIGHWAY TECHNOLOGIES, INC. 13982 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 022 ********************************************************************************************************************************** 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 ********************************************************************************************************************************** 25 RMC - 616898001 6168-98-001 951,443.19 .00 951,443.19 3,500.00 .00 947,943.19 892,162.63 55,780.56 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 951,443.19 .00 951,443.19 3,500.00 .00 947,943.19 892,162.63 55,780.56 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 11074014 MGR.NO. PAGE 001 CONT 6168 SEC 98 JOB 001 RES ENGR HOLLAND, HOWARD PROJ RMC - 616898001 HWY US0377 2495 HWY 183 NORTH BROWNW CNTY BROWN DIST 23 CONTRACT PRICE $ 578,090.00 REPORT DATE 11/04/2009 10.00.35 CONTRACTOR HIGHWAY TECHNOLOGIES, INC. 13982 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 022 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6168-98-001 RMC - 616898001 23 US0377 BROWN -LIMITS - VARIOUS " " LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 80 0666 REF PAV MRK TY II (W) 4" LF 2,000.000 460.000 0.080 36.80 (BRK) 85 0666 REF PAV MRK TY II (W) 4" LF 90,000.000 15,702.000 0.080 1,256.16 (SLD) 90 0666 REF PAV MRK TY II (Y) 4" LF 500,000.000 61,177.000 0.080 4,894.16 (BRK) 95 0666 REF PAV MRK TY II (Y) 4" LF 3,000,000.000 446,036.000 0.080 35,682.88 (SLD) 100 0666 REFL PAV MRK TY II SPOT LF 1,500,000.000 114,096.000 0.110 12,550.56 STRIPING 170 0668 PREFAB PAV MRK TY C (W) LF 800.000 72.000 5.000 360.00 (18") (SLD) 180 0668 PREFAB PAV MRK TY C (W) EA 50.000 8.000 125.000 1,000.00 (ARROW) --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 55,780.56 0 TOTAL AMOUNT WORK DONE TO DATE - $ 951,443.19