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 08/24/21 EST. NO. 010 TIME 10:14 AM R.E. NAME: DADAWALLA, DIN 06-0U4704 --------------------------------------------------------------------------- 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 0003 7,380.93 E.W. @ F.A.(+) 032521 N 179430 0010 4,785.00 040821 N 186820 0011 495.00 040921 N 186830 0012 1,558.70 032521 N 186840 0013 1,366.58 060721 N 186880 0017 3,233.91 060821 N 188740 010 0001 1,795.01 E.W. @ F.A.(+) 060421 N 186910 0002 2,653.42 112120 N 186930 0003 2,426.22 112320 N 186940 0005 983.56 060721 N 186920 013 0001 943.80 E.W. @ F.A.(+) 021021 N 20.048 0002 1,236.66 032921 N 184670 016 0001 16,238.94 E.W. @ F.A.(+) 041921 N 186970 0002 4,884.72 042021 N 186980 0003 5,182.70 042121 N 187000 0004 1,050.56 042221 N 187010 017 0004 836.29 E.W. @ F.A.(+) 052821 N 187020 0005 2,815.80 052621 N 187030 0006 2,313.06 052721 N 187040 0018 4,018.46 062921 N 188950 0024 11,852.91 062821 N 190410 0025 164,138.46 062921 N 190420 0027 1,173.15 052421 N 18840 1 019 0001 6,069.46 E.W. @ F.A.(+) 022021 N 18612 1 0004 2,659.57 021921 N 1835. 1 0005 261.15 022021 N 1835. 1 0006 2,240.01 022221 N 1835. 1 0007 28,472.46 022021 N 1836. 1 0013 22,958.00 022021 N 18707 1 0016 6,890.36 022021 N 18707 1 0031 1,519.48 060821 N 18907 1 0032 2,754.64 060921 N 18908 1 0033 626.79 061021 N 18909 1 317,815.76 TOTAL THIS ESTIMATE 0 491,595.01 TOTAL PREVIOUS ESTIMATE 0 809,410.77 TOTAL TO DATE 1 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 0 DATE 08/24/21 EST. NO. 010 TIME 10:14 AM 0 R.E. NAME: DADAWALLA, DIN 06-0U4704 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 HMA NON-COMP ITEM 35 -300,000.00 002 HMA NON-COM ITEM 35 290,000.00 003 0.00 -10,000.00 0 LABOR COMPLIANCE VIOLATION 0 MISSING PAYROLL -10,000.00 003 MISSING PAYROLL -10,000.00 004 REC'D PAYROLL EST.03 10,000.00 005 MISSING PAYROLL -10,000.00 006 REC'D PAYROLL EST.03 10,000.00 006 MISSING PAYROLL -10,000.00 007 MISSING PAYROLL -10,000.00 008 MISSING PAYROLL -10,000.00 010 REC'D PAYROLL EST.07 10,000.00 010 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -40,000.00 1PROGRAM CAS145 PAGE DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U470 TIME 10:14 AM ESTIMATE NO. 01 BID OPENING 07/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/2 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 08/24/2 LOCATION RERUN PROGRESS ESTIMATE 06-KER-5-81.7/87.0 ----------------------- 06-KIN-5-0.0/0.3 PAPICH CONSTRUCTION COMPANY, IN KERN AND KINGS COUNTIES FROM 0.7 INC MILE SOUTH OF TWISSELMAN ROAD 398 SUNRISE TERRACE; OVERCROSSING TO 0.3 MILE NORTH OF ARROYO GRANDE CA 93420 KERN/KINGS COUNTY LINE FED. AID NO. ACIM-005 -4(204)E PAVEMENT REHABILITATION (2R) ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.750 2,62 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.250 3,00 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,500.0000 1,100,000.00 23.000 126,500.00 163.000 896,50 004 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 0.300 1,95 005 TRAFFIC CONTROL SYSTEM LS 285,000.0000 285,000.00 0.115 32,775.00 0.815 232,27 006 FLASHING ARROW SIGN EA 5,300.0000 10,600.00 1.000 5,30 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 51,600.00 87,555.000 26,26 008 CHANNELIZER (SURFACE MOUNTED) EA 34.5000 25,185.00 324.000 11,17 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 53.0000 10,600.00 46.000 2,43 SYSTEM DAY 010 TEMPORARY PAVEMENT MARKER EA 3.0000 6,870.00 1,224.000 3,67 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,000.0000 17,000.00 0.115 1,955.00 0.815 13,85 012 TEMPORARY RAILING (TYPE K) LF 28.0000 806,400.00 29,200.000 817,60 013 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,000.00 84.000 16,80 014 TEMPORARY RADAR SPEED FEEDBACK EA 6,600.0000 13,200.00 1.000 6,60 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 84,000.0000 84,000.00 0.115 9,660.00 0.815 68,46 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,25 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,00 018 TEMPORARY DRAINAGE INLET PROTECTION EA 310.0000 1,240.00 2.000 62 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 2.000 5,00 020 STREET SWEEPING LS 62,000.0000 62,000.00 0.115 7,130.00 0.815 50,53 021 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.115 4,600.00 0.815 32,60 022 TREATED WOOD WASTE LB 0.4500 1,876.50 5,820.000 2,61 1PROGRAM CAS145 PAGE DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U470 TIME 10:14 AM ESTIMATE NO. 01 BID OPENING 07/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/2 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 08/24/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 CLEARING AND GRUBBING (LS) LS 14,500.0000 14,500.00 0.750 10,87 024 ROADWAY EXCAVATION CY 16.0000 1,744,000.00 30,302.000 484,83 025 SHOULDER BACKING TON 23.0000 106,030.00 0.000 026 IMPORTED BORROW (CY) CY 2.0000 66,800.00 0.000 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 028 HYDROMULCH SQFT 0.0300 38,700.00 0.000 029 HYDROSEED SQFT 0.0300 38,700.00 0.000 030 LIME TON 212.0000 684,760.00 2,292.690 486,05 031 LIME STABILIZED SOIL SQYD 3.7100 335,384.00 89,495.100 332,02 032 CLASS 3 AGGREGATE SUBBASE CY 14.5000 359,600.00 20,485.000 297,032.50 20,847.500 302,28 033 BASE BOND BREAKER SQYD 3.5000 30,870.00 0.000 034 HOT MIX ASPHALT (TYPE A) TON 70.5500 5,975,585.00 8,127.270 573,378.90 36,334.520 2,563,40 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 4,830.00 0.000 036 PLACE HOT MIX ASPHALT SQYD 210.0000 4,410.00 0.000 (MISCELLANEOUS AREA) 037 TACK COAT TON 350.0000 28,350.00 16.140 5,64 038 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 2,760.00 0.000 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 492,000.00 115,133.680 230,26 040 CONTINUOUSLY REINFORCED CONCRETE CY 228.0000 6,566,400.00 0.000 PAVEMENT 041 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 882,500.00 0.000 042 DRILL AND BOND (DOWEL BAR) EA 22.0000 210,320.00 0.000 043 ISOLATION JOINT SEAL (SILICONE) LF 7.9000 417,120.00 0.000 044 REMOVE CONCRETE PAVEMENT (CY) CY 17.0000 479,400.00 28,281.320 480,78 045 REMOVE CONCRETE PAVEMENT (PANEL) CY 70.0000 247,100.00 0.000 046 GRIND EXISTING CONCRETE SQYD 4.6800 329,472.00 3,112.000 14,56 PAVEMENT 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,400.0000 20,060.00 4.700 15,98 (F) 048 CONCRETE BACKFILL (PIPE TRENCH) CY 325.0000 3,900.00 37.900 12,31 049 12" TEMPORARY CULVERT LF 67.0000 40,200.00 597.000 39,99 1PROGRAM CAS145 PAGE DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U470 TIME 10:14 AM ESTIMATE NO. 01 BID OPENING 07/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/2 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 08/24/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 24" REINFORCED CONCRETE PIPE LF 270.0000 7,560.00 34.500 9,31 051 12" TEMPORARY FLARED END SECTION EA 1,000.0000 4,000.00 4.000 4,00 052 REMOVE CULVERT (LF) LF 150.0000 3,900.00 25.500 3,82 053 REMOVE INLET EA 800.0000 4,000.00 4.000 3,20 054 MISCELLANEOUS IRON AND STEEL LB 3.5000 7,490.00 1,304.000 4,56 (F) 055 REMOVE PAVEMENT MARKER EA 2.0000 176.00 21.000 4 056 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 5,480.00 0.000 057 REMOVE ROADSIDE SIGN EA 175.0000 525.00 0.000 058 REMOVE ROADSIDE SIGN PANEL EA 175.0000 10,675.00 0.000 059 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 6,500.00 0.000 060 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 3,920.00 0.000 (2 1/2"-TYPE H) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,440.00 0.000 (0.063"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 3,420.00 0.000 (0.080"-UNFRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,760.00 0.000 (0.063"-FRAMED) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,040.00 0.000 (0.080"-FRAMED) 065 ROADSIDE SIGN - TWO POST EA 900.0000 2,700.00 0.000 066 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,750.00 0.000 METHOD) 067 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 3,960.00 0.000 EXISTING POST 068 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.0000 4,800.00 0.000 069 VEGETATION CONTROL (MINOR CONCRETE) SQYD 88.0000 41,360.00 0.000 070 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 65.0000 9,750.00 0.000 (STEEL POST) 071 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 0.000 072 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 10,000.0000 40,000.00 0.000 073 REMOVE GUARDRAIL LF 12.0000 5,040.00 420.000 5,04 074 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,750.00 0.000 (ENHANCED WET NIGHT VISIBILITY) 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 234.00 0.000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 1PROGRAM CAS145 PAGE DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U470 TIME 10:14 AM ESTIMATE NO. 01 BID OPENING 07/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/2 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 08/24/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 74,400.00 0.000 (ENHANCED WET NIGHT VISIBILITY) 077 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,675.00 0.000 (ENHANCED WET NIGHT VISIBILITY) 078 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,900.00 936.000 93 079 12" RUMBLE STRIP STA 41.0000 21,730.00 0.000 (ASPHALT CONCRETE PAVEMENT) 080 12" RUMBLE STRIP STA 105.0000 55,650.00 0.000 (CONCRETE PAVEMENT) 081 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.8500 106,190.00 0.000 (WARRANTY) (BROKEN 36-12) 082 TRAFFIC MONITORING STATION SYSTEM LS 140,000.0000 140,000.00 0.000 083 MODIFYING LIGHTING SYSTEMS LS 35,000.0000 35,000.00 0.000 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 085 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 0.500 3,000.00 1.500 9,00 MEETING 086 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400.00 9.000 1,80 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 1PROGRAM CAS145 PAGE DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U470 TIME 10:14 AM ESTIMATE NO. 01 BID OPENING 07/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/2 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 08/24/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,058,431.40 7,223,893.2 0 ADJUSTMENT OF COMPENSATION 0.00 25,736.0 0 EXTRA WORK 317,815.76 783,674.7 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,376,247.16 8,033,303.9 0087 MOBILIZATION LS 1,840,000.0000 1,840,000.00 0.950 1,748,00 0 ORIGINAL CONTRACT AMOUNT 24,198,297.50 0 TOTAL WORK COMPLETED 1,376,247.16 9,781,303.9 0 MATERIALS ON HAND ON SITE 3,791.03 298,835.2 0 DEDUCTIONS 0.00 -40,000.0 0 TOTAL 1,380,038.19 10,040,139.1 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 08/27/20 200 11/02/20 11/02/20 10/14/21 163 36 0 0 39% 82% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H DADAWALLA, DIN RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 08/24/21