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 06/03/22 EST. NO. 031 TIME 04:02 PM R.E. NAME: RILEY, JAMES 07-302204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 021 0002 41,243.46 E.W. @ L.S.(+) 051622 N 2 0 41,243.46 TOTAL THIS ESTIMATE 2,063,855.04 TOTAL PREVIOUS ESTIMATE 2,105,098.50 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 06/03/22 EST. NO. 031 TIME 04:02 PM R.E. NAME: RILEY, JAMES 07-302204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PRODUCTION TICKETS -137,948.92 008 PRODUCTION TICKETS 137,948.92 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/03/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302204 TIME 04:02 PM ESTIMATE NO. 031 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/22 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 06/03/22 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-VEN-126-0.0/R13.6 ---------------------------------- C. A. RASMUSSEN, INC. IN VENTURA COUNTY ON VEN 126 FROM 28548 LIVINGSTON AVENUE ROUTE 101 TO HAUN CREEK BRIDGE VALENCIA CA 91355 FED. AID NO. ACNH-P126(56)E PAVEMENT REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 300,000.00 250.000 300,000 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 005 TRAFFIC CONTROL SYSTEM LS 519,000.0000 519,000.00 0.010 5,190.00 1.000 519,000 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.1500 20,700.00 127,600.000 19,140 007 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.010 120.00 1.000 12,000 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 600.0000 600.00 1.000 600 009 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 8,400.00 60.000 8,400 010 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 1.000 7,500 011 TREATED WOOD WASTE LB 0.1800 36,900.00 132,960.000 23,932 012 REMOVE CONCRETE (CY) CY 80.0000 15,200.00 171.830 13,746 013 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 014 ROADWAY EXCAVATION CY 160.0000 11,200.00 62.930 10,068 015 ROADWAY EXCAVATION (TYPE Z-2) CY 170.0000 47,600.00 0.000 0 (AERIALLY DEPOSITED LEAD) 016 ROADWAY EXCAVATION (TYPE Z-3) CY 260.0000 85,800.00 0.000 0 (AERIALLY DEPOSITED LEAD) 017 WEED CONTROL MAT (FIBER) SQYD 36.0000 54,720.00 1,626.920 58,569 018 LEAN CONCRETE BASE RAPID SETTING CY 330.0000 247,500.00 0.000 0 019 BASE BOND BREAKER SQYD 0.9000 14,850.00 13,415.470 12,073 020 HOT MIX ASPHALT (TYPE A) TON 210.0000 23,100.00 1,800.790 378,165 021 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 109.0000 3,978,500.00 34,641.130 3,775,883 022 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 146,000.00 69,736.000 69,736 PROGRAM CAS145 PAGE 2 DATE 06/03/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302204 TIME 04:02 PM ESTIMATE NO. 031 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/22 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 06/03/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TACK COAT TON 550.0000 291,500.00 99.270 54,598 024 REMOVE ASPHALT CONCRETE DIKE LF 1.2000 175,200.00 83,950.000 100,740 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 680,000.00 303,266.000 606,532 026 DRILL AND BOND (DOWEL BAR) EA 15.0000 162,000.00 13,284.000 199,260 027 SPALL REPAIR (POLYESTER CONCRETE) SQYD 410.0000 45,100.00 137.170 56,239 028 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 490.0000 1,470,000.00 3,350.250 1,641,622 029 GRIND EXISTING CONCRETE SQYD 5.8500 1,287,000.00 13,525.600 79,124 PAVEMENT 030 AGGREGATE BASE (APPROACH SLAB) CY 260.0000 3,120.00 12.000 3,120.00 12.000 3,120 031 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 122,000.00 -3.120 -3,120.00 130.870 130,870 (TYPE R) 032 PAVING NOTCH EXTENSION CF 390.0000 23,400.00 60.000 23,400 033 JOINT SEAL (MR 1/2") LF 182.0000 14,742.00 81.000 14,742 034 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 5,000.00 1.370 1,370 035 DETECTABLE WARNING SURFACE SQFT 15.0000 7,950.00 401.200 6,018 036 MINOR CONCRETE (MISCELLANEOUS CY 670.0000 2,680.00 4.000 2,680 CONSTRUCTION) 037 MINOR CONCRETE (CURB AND GUTTER) CY 390.0000 36,270.00 60.070 23,427 038 MINOR CONCRETE (STAMPED CONCRETE) SQFT 19.0000 7,790.00 921.600 17,510 039 MINOR CONCRETE (CURB, SIDEWALK AND CY 300.0000 45,000.00 99.590 29,877 CURB RAMP) 040 PRE/POST CONSTRUCTION SURVEYS EA 640.0000 19,200.00 28.000 17,920 041 REMOVE PAVEMENT MARKER EA 1.0000 14,500.00 17,202.000 17,202 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 48,300.00 10,188.000 30,564 043 MIDWEST GUARDRAIL SYSTEM LF 23.3000 209,700.00 9,428.380 219,681 044 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 120,000.00 1,249.430 124,943 045 TRANSITION RAILING (TYPE WB-31) EA 3,430.0000 3,430.00 3.000 10,290 046 END ANCHOR ASSEMBLY (TYPE SFT) EA 690.0000 8,970.00 12.000 8,280 047 SOFTSTOP TERMINAL SYSTEM EA 3,120.0000 40,560.00 19.000 59,280 048 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,540.0000 30,480.00 0.000 0 049 REMOVE GUARDRAIL LF 5.0000 45,000.00 8,100.500 40,502 PROGRAM CAS145 PAGE 3 DATE 06/03/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302204 TIME 04:02 PM ESTIMATE NO. 031 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/22 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 06/03/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 130,000.00 364,493.000 145,797 051 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,160.00 25,825.000 25,825 052 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 25,900.00 8,114.000 28,399 053 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 34,500.00 147,312.000 36,828 (BROKEN 36-12) 054 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 5,320.00 8,896.000 3,558 (BROKEN 17-7) 055 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 51,600.00 494,471.000 148,341 056 6" RUMBLE STRIP STA 80.0000 5,760.00 72.000 5,760 (ASPHALT CONCRETE PAVEMENT) 057 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 058 MODIFYING EXISTING ELECTRICAL SYSTEM LS 39,900.0000 39,900.00 1.000 39,900 PROGRAM CAS145 PAGE 4 DATE 06/03/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302204 TIME 04:02 PM ESTIMATE NO. 031 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/22 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 06/03/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,310.00 9,231,419.92 ADJUSTMENT OF COMPENSATION 0.00 365,057.37 EXTRA WORK 41,243.46 1,740,041.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,553.46 11,336,518.42 059 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 11,817,002.00 TOTAL WORK COMPLETED 46,553.46 12,336,518.42 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 46,553.46 12,336,518.42 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 02/21/18 250 06/26/18 04/17/18 04/29/22 250 756 0 0 100% 100% RILEY, JAMES RESIDENT ENGINEER