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 04/16/24 EST. NO. 039 TIME 10:26 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 0274 5,699.79 E.W. @ F.A.(+) 030723 N 265500 0275 4,289.45 030823 N 265510 0276 5,699.79 030623 N 265520 012 0272 971.91 E.W. @ F.A.(+) 082321 N 246630 0284 3,168.00 012422 N 247450 029 0002 69,499.56 A.C. @ L.S.(+) 032224 N 0001 0 030 0001 192,161.80 A.C. @ L.S.(+) 040824 N 0001 0 031 0001 139,483.09 A.C. @ L.S.(+) 041124 N 0001 0 420,973.39 TOTAL THIS ESTIMATE 22,059,242.80 TOTAL PREVIOUS ESTIMATE 22,480,216.19 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 04/16/24 EST. NO. 039 TIME 10:26 AM R.E. NAME: DADAWALLA, DIN 06-0U4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA NON-COMP ITEM 35 -300,000.00 002 HMA NON-COM ITEM 35 290,000.00 003 MISS ANNUAL CEM-4401 -10,000.00 015 REC'D PAYROLL 10,000.00 020 REV REC'D PAYROLL -10,000.00 021 MISS ANNUAL CEM-4401 -10,000.00 028 NON-SUBMITTALS-2406 -10,000.00 031 DBE-NONCOMPLIANCE -10,000.00 032 MISSING CEM-2402F -10,000.00 033 REC'D ANN CEM4401/22 10,000.00 033 REC'D ANN CEM4401/23 10,000.00 033 REVERSE ADM DEDUCT 30,000.00 038 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION 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 MISSING PAYROLL -10,000.00 011 REC'D PAYROLL EST.04 10,000.00 011 MISSING PAYROLL -10,000.00 012 MISSING PAYROLL -10,000.00 013 REC'D PAYROLL EST.12 10,000.00 014 REC'D PAYROLL EST.13 10,000.00 014 REC'D PAYROLL EST.11 10,000.00 015 REC'D PAYROLL EST.08 10,000.00 016 REC'D PAYROLL 10,000.00 021 MISSING PAYROLL -10,000.00 024 REC'D PAYROLL EST.24 10,000.00 027 MISSING PAYROLL -5,000.00 029 MISSING PAYROLL -10,000.00 031 REC'D PAYROLL EST.29 5,000.00 031 MISSING PAYROLL -10,000.00 033 REC'D PAYROLL EST.31 10,000.00 039 REC'D PAYROLL EST.33 10,000.00 039 20,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4704 TIME 10:26 AM ESTIMATE NO. 039 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 05/22/23 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 04/16/24 LOCATION SEMI-FINAL 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.750 9,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,500.0000 1,100,000.00 483.000 2,656,500 004 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 1.000 6,500 005 TRAFFIC CONTROL SYSTEM LS 285,000.0000 285,000.00 1.000 285,000 006 FLASHING ARROW SIGN EA 5,300.0000 10,600.00 2.000 10,600 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 51,600.00 171,468.000 51,440 008 CHANNELIZER (SURFACE MOUNTED) EA 34.5000 25,185.00 442.000 15,249 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 53.0000 10,600.00 46.000 2,438 SYSTEM DAY 010 TEMPORARY PAVEMENT MARKER EA 3.0000 6,870.00 2,390.000 7,170 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,000.0000 17,000.00 1.000 17,000 012 TEMPORARY RAILING (TYPE K) LF 28.0000 806,400.00 29,420.000 823,760 013 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,000.00 84.000 16,800 014 TEMPORARY RADAR SPEED FEEDBACK EA 6,600.0000 13,200.00 2.000 13,200 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 84,000.0000 84,000.00 1.000 84,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 018 TEMPORARY DRAINAGE INLET PROTECTION EA 310.0000 1,240.00 4.000 1,240 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 2.000 5,000 020 STREET SWEEPING LS 62,000.0000 62,000.00 1.000 62,000 021 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 1.000 40,000 022 TREATED WOOD WASTE LB 0.4500 1,876.50 5,820.000 2,619 PROGRAM CAS145 PAGE 2 DATE 04/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4704 TIME 10:26 AM ESTIMATE NO. 039 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 05/22/23 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 04/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 14,500.0000 14,500.00 1.000 14,500 024 ROADWAY EXCAVATION CY 16.0000 1,744,000.00 43,539.130 696,626 025 SHOULDER BACKING TON 23.0000 106,030.00 0.000 0 026 IMPORTED BORROW (CY) CY 2.0000 66,800.00 0.000 0 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 0 028 HYDROMULCH SQFT 0.0300 38,700.00 0.000 0 029 HYDROSEED SQFT 0.0300 38,700.00 0.000 0 030 LIME TON 212.0000 684,760.00 2,292.690 486,050 031 LIME STABILIZED SOIL SQYD 3.7100 335,384.00 89,495.100 332,026 032 CLASS 3 AGGREGATE SUBBASE CY 14.5000 359,600.00 362.500 5,256 033 BASE BOND BREAKER SQYD 3.5000 30,870.00 0.000 0 034 HOT MIX ASPHALT (TYPE A) TON 70.5500 5,975,585.00 69,108.700 4,875,618 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 4,830.00 210.000 1,470 036 PLACE HOT MIX ASPHALT SQYD 210.0000 4,410.00 5.330 1,119 (MISCELLANEOUS AREA) 037 TACK COAT TON 350.0000 28,350.00 82.240 28,784 038 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 2,760.00 200.000 800 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 492,000.00 125,954.110 251,908 040 CONTINUOUSLY REINFORCED CONCRETE CY 228.0000 6,566,400.00 27,654.980 6,305,335 PAVEMENT 041 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 882,500.00 0.000 0 042 DRILL AND BOND (DOWEL BAR) EA 22.0000 210,320.00 24.000 528 043 ISOLATION JOINT SEAL (SILICONE) LF 7.9000 417,120.00 0.000 0 044 REMOVE CONCRETE PAVEMENT (CY) CY 17.0000 479,400.00 28,281.320 480,782 045 REMOVE CONCRETE PAVEMENT (PANEL) CY 70.0000 247,100.00 0.000 0 046 GRIND EXISTING CONCRETE SQYD 4.6800 329,472.00 3,112.000 14,564 PAVEMENT 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,400.0000 20,060.00 4.700 15,980 (F) 048 CONCRETE BACKFILL (PIPE TRENCH) CY 325.0000 3,900.00 37.900 12,317 049 12" TEMPORARY CULVERT LF 67.0000 40,200.00 597.000 39,999 PROGRAM CAS145 PAGE 3 DATE 04/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4704 TIME 10:26 AM ESTIMATE NO. 039 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 05/22/23 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 04/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" REINFORCED CONCRETE PIPE LF 270.0000 7,560.00 34.500 9,315 051 12" TEMPORARY FLARED END SECTION EA 1,000.0000 4,000.00 4.000 4,000 052 REMOVE CULVERT (LF) LF 150.0000 3,900.00 25.500 3,825 053 REMOVE INLET EA 800.0000 4,000.00 4.000 3,200 054 MISCELLANEOUS IRON AND STEEL LB 3.5000 7,490.00 1,304.000 4,564 (F) 055 REMOVE PAVEMENT MARKER EA 2.0000 176.00 69.000 138 056 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 5,480.00 2,756.000 5,512 057 REMOVE ROADSIDE SIGN EA 175.0000 525.00 2.000 350 058 REMOVE ROADSIDE SIGN PANEL EA 175.0000 10,675.00 63.000 11,025 059 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 6,500.00 382.500 9,562 060 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 3,920.00 140.000 3,920 (2 1/2"-TYPE H) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,440.00 183.800 1,470 (0.063"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 3,420.00 377.000 3,393 (0.080"-UNFRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,760.00 50.000 800 (0.063"-FRAMED) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,040.00 112.600 1,914 (0.080"-FRAMED) 065 ROADSIDE SIGN - TWO POST EA 900.0000 2,700.00 2.000 1,800 066 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,750.00 14.000 2,100 METHOD) 067 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 3,960.00 50.000 5,500 EXISTING POST 068 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.0000 4,800.00 150.000 7,200 069 VEGETATION CONTROL (MINOR CONCRETE) SQYD 88.0000 41,360.00 0.000 0 070 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 65.0000 9,750.00 150.000 9,750 (STEEL POST) 071 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 4.000 3,200 072 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 10,000.0000 40,000.00 4.000 40,000 073 REMOVE GUARDRAIL LF 12.0000 5,040.00 420.000 5,040 074 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,750.00 1,358.000 4,074 (ENHANCED WET NIGHT VISIBILITY) 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 234.00 270.000 162 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 04/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4704 TIME 10:26 AM ESTIMATE NO. 039 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 05/22/23 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 04/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 74,400.00 124,921.000 74,952 (ENHANCED WET NIGHT VISIBILITY) 077 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,675.00 3,230.000 4,845 (ENHANCED WET NIGHT VISIBILITY) 078 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,900.00 5,924.000 5,924 079 12" RUMBLE STRIP STA 41.0000 21,730.00 531.080 21,774 (ASPHALT CONCRETE PAVEMENT) 080 12" RUMBLE STRIP STA 105.0000 55,650.00 494.380 51,909 (CONCRETE PAVEMENT) 081 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.8500 106,190.00 57,217.000 105,851 (WARRANTY) (BROKEN 36-12) 082 TRAFFIC MONITORING STATION SYSTEM LS 140,000.0000 140,000.00 0.849 118,860 083 MODIFYING LIGHTING SYSTEMS LS 35,000.0000 35,000.00 1.000 35,000 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 6.000 36,000 MEETING 086 HOURLY OFF-SITE HR 200.0000 4,000.00 38.350 7,670 DISPUTE-RESOLUTION-BOARD-RELATED TASKS PROGRAM CAS145 PAGE 5 DATE 04/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4704 TIME 10:26 AM ESTIMATE NO. 039 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 05/22/23 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 04/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 18,289,785.01 ADJUSTMENT OF COMPENSATION 401,144.45 4,127,342.91 EXTRA WORK 19,828.94 18,352,873.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 420,973.39 40,770,001.20 087 MOBILIZATION LS 1,840,000.0000 1,840,000.00 1.000 1,840,000 ORIGINAL CONTRACT AMOUNT 24,198,297.50 TOTAL WORK COMPLETED 420,973.39 42,610,001.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 -10,000.00 TOTAL 440,973.39 42,600,001.20 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 08/27/20 200 11/02/20 11/02/20 05/22/23 537 98 195 0 100% 100% DADAWALLA, DIN RESIDENT ENGINEER