PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/04/22 EST. NO. 010 TIME 12:56 PM R.E. NAME: DAVID ABLEDU 10-1J2104 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0001 733.06 E.W. @ F.A.(+) 081021 N 0003.0 0002 1,141.88 093021 N 0033.0 0010 811.17 101721 N 0047.0 0011 811.17 101821 N 0048.0 0012 1,081.55 101921 N 0049.0 0013 811.17 102021 N 0050.0 0014 811.17 102121 N 0051.0 0015 1,081.55 102521 N 0052.0 0016 1,081.55 102621 N 0053.0 0017 1,081.55 102721 N 0055.0 0018 1,081.55 102821 N 0056.0 0022 811.05 121921 N 0063.0 0023 349.29 080221 N 0040.0 0025 1,519.73 052422 N 0072.0 0026 4,012.77 052622 N 0080.0 006 0001 3,267.12 E.W. @ F.A.(+) 012622 N 0073.0 0002 5,802.61 020322 N 0074.0 0003 2,974.58 061222 N 0075.0 0004 9,577.65 061422 N 0076.0 0005 34,764.60 061522 N 0077.0 0006 1,433.11 061622 N 0078.0 75,039.88 TOTAL THIS ESTIMATE 340,658.13 TOTAL PREVIOUS ESTIMATE 415,698.01 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/04/22 EST. NO. 010 TIME 12:56 PM R.E. NAME: DAVID ABLEDU 10-1J2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISING CEM-4401 -10,000.00 010 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISING PAYROLLS -10,000.00 010 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1J2104 TIME 12:56 PM ESTIMATE NO. 010 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 10/04/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 10-SJ-99-9.4/15.0 ---------------------------------------- A. TEICHERT AND SON, INC. DBA IN SJ CO IN STOCKTON FROM 0.2 MI TEICHERT CONSTRUCTION NORTH OF LATHROP ROAD OVERCROSSING 400 SUNRISE BLVD.; TO 0.3 MI NORTH OF ARCH ROAD ROSEVILLE CA 95661 UNDERCROSSING FED. AID NO. N O N E RHMA OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 126,000.00 7.000 9,800.00 97.000 135,800 003 CONSTRUCTION AREA SIGNS LS 4,300.0000 4,300.00 0.100 430.00 1.000 4,300 004 TRAFFIC CONTROL SYSTEM LS 443,631.0000 443,631.00 0.010 4,436.31 1.000 443,631 005 PORTABLE RADAR SPEED FEEDBACK SIGN EA 25.0000 3,500.00 3.000 75.00 140.000 3,500 SYSTEM DAY 006 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,100.0000 30,500.00 1.000 6,100.00 5.000 30,500 007 TEMPORARY AUTOMATED END OF QUEUE EA 543.0000 38,010.00 3.000 1,629.00 70.000 38,010 WARNING SYSTEM (TYPE 1) DAY 008 END OF QUEUE MONITORING AND EA 1,495.0000 7,475.00 1.000 1,495.00 5.000 7,475 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 009 TEMPORARY RADAR SPEED FEEDBACK EA 2,946.0000 11,784.00 1.000 2,946.00 4.000 11,784 SIGN SYSTEM 010 JOB SITE MANAGEMENT LS 6,000.0000 6,000.00 0.050 300.00 1.000 6,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.250 162.50 1.000 650 012 SHOULDER BACKING TON 46.0000 57,960.00 3,961.530 182,230 013 FULL WIDTH SEGMENT CORRECTION EA 3,100.0000 27,900.00 14.000 43,400 014 HOT MIX ASPHALT (TYPE A) TON 100.0000 149,000.00 4,609.610 460,961 015 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.0000 3,120,800.00 33,023.210 2,740,926 016 DATA CORE LS 6,000.0000 6,000.00 1.000 6,000 017 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7500 275.00 100.000 275 018 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.8000 6,972.00 2,490.000 6,972 019 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7500 5,720.00 2,080.000 5,720 020 TACK COAT TON 1,200.0000 98,400.00 118.130 141,756 021 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 4,660.00 5,295.000 5,295 PROGRAM CAS145 PAGE 2 DATE 10/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1J2104 TIME 12:56 PM ESTIMATE NO. 010 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 10/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 197,400.00 115,116.920 230,233 023 REMOVE PAVEMENT MARKER EA 1.0000 3,190.00 824.000 824.00 4,014.000 4,014 024 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 8,294.00 909.000 2,363.40 4,099.000 10,657 025 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 3,150.00 -239.000 -2,151.00 111.000 999 (ENHANCED WET NIGHT VISIBILITY) 026 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 76,050.00 6,206.690 4,034.35 123,206.690 80,084 (ENHANCED WET NIGHT VISIBILITY) 027 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,412.00 -704.000 -633.60 1,976.000 1,778 (ENHANCED WET NIGHT VISIBILITY) 028 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 1,602.00 980.000 882.00 2,760.000 2,484 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 029 12" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 7,038.00 -984.000 -1,131.60 5,136.000 5,906 (ENHANCED WET NIGHT VISIBILITY) 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 32,000.00 18,971.820 4,742.96 165,606.640 41,401 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 2,100.00 -189.000 -1,134.00 161.000 966 032 12" RUMBLE STRIP STA 25.0000 26,750.00 1,050.000 26,250 (ASPHALT CONCRETE PAVEMENT) 033 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 16,720.00 -2,090.000 -16,720.00 0.000 0 034 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 11.0000 11,550.00 -292.000 -3,212.00 758.000 8,338 035 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 6,340.00 -2,239.000 -4,478.00 931.000 1,862 (BROKEN 17-7) 036 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 110,000.00 13,750.000 27,500.00 68,750.000 137,500 (BROKEN 36-12) 037 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 8,360.00 -1,760.000 -3,520.00 2,420.000 4,840 (WARRANTY) (BROKEN 36-12) 038 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.130 325.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 039 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 177,555.0000 177,555.00 0.150 26,633.25 0.995 176,667 040 MODIFYING SIGN ILLUMINATION SYSTEMS LS 18,546.0000 18,546.00 1.000 18,546 041 MODIFYING TRAFFIC MONITORING STATIONS LS 310,406.0000 310,406.00 0.019 5,897.71 1.000 310,406 PROGRAM CAS145 PAGE 3 DATE 10/04/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1J2104 TIME 12:56 PM ESTIMATE NO. 010 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/22 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 10/04/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 67,596.28 5,344,120.09 ADJUSTMENT OF COMPENSATION 0.00 328,484.33 EXTRA WORK 75,039.88 87,213.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 142,636.16 5,759,818.10 042 MOBILIZATION LS 556,400.0000 556,400.00 1.000 556,400 ORIGINAL CONTRACT AMOUNT 5,731,400.00 TOTAL WORK COMPLETED 142,636.16 6,316,218.10 MATERIALS ON HAND ON SITE -107,087.00 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 15,549.16 6,296,218.10 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/18/21 90 08/02/21 08/02/21 07/18/22 97 148 7 0 100% 100% DAVID ABLEDU RESIDENT ENGINEER