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 08/22/19 EST. NO. 023 TIME 11:24 AM R.E. NAME: RILEY, JAMES 07-333404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 1,073.11 A.C. @ U.P.(+) 072319 N 1 0 1,073.11 TOTAL THIS ESTIMATE 975,497.25 TOTAL PREVIOUS ESTIMATE 976,570.36 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 08/22/19 EST. NO. 023 TIME 11:24 AM R.E. NAME: RILEY, JAMES 07-333404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333404 TIME 11:24 AM ESTIMATE NO. 023 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 08/22/19 LOCATION PROGRESS ESTIMATE 07-LA-1-51.4/51.8 ----------------- C. A. RASMUSSEN, INC. IN MALIBU FROM NORTH OF SEA VISTA 28548 LIVINGSTON AVENUE DRIVE TO VIA ESCONDIDO ROADWAY VALENCIA CA 91355 FED. AID NO. STER-4142(4)E SLOPE AND SOIL STABILIZATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625.00 0.750 1,875 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 530,000.00 353.000 706,000 003 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.750 6,750 004 TRAFFIC CONTROL SYSTEM LS 55,100.0000 55,100.00 0.300 16,530.00 0.900 49,590 005 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,010.00 0.000 0 006 TEMPORARY RAILING (TYPE K) LF 14.0000 67,060.00 3,120.000 43,680.00 5,560.000 77,840 007 TEMPORARY CRASH CUSHION MODULE EA 240.0000 20,160.00 14.000 3,360.00 42.000 10,080 008 JOB SITE MANAGEMENT LS 13,200.0000 13,200.00 0.100 1,320.00 0.700 9,240 009 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 2,500.00 18.000 9,000 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 240.0000 480.00 17.000 4,080 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 013 TEMPORARY COVER SQYD 1.8700 5,815.70 536.600 1,003 014 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 850.00 4.000 680 015 TEMPORARY GRAVEL BAG BERM LF 3.3200 3,286.80 151.000 501 016 TEMPORARY SILT FENCE LF 3.2200 4,250.40 1,190.000 3,831 017 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 4,000.00 2.000 4,000 018 STREET SWEEPING LS 2,000.0000 2,000.00 0.600 1,200 019 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.100 350.00 0.900 3,150 020 TREATED WOOD WASTE LB 1.0900 1,199.00 0.000 0 021 CLEARING AND GRUBBING (LS) LS 7,200.0000 7,200.00 1.000 7,200 022 ROADWAY EXCAVATION CY 52.0000 109,720.00 109.130 5,674 PROGRAM CAS145 PAGE 2 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333404 TIME 11:24 AM ESTIMATE NO. 023 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 170.0000 20,060.00 118.000 20,060 (F) 024 STRUCTURE EXCAVATION (WALER) CY 21.0000 81,858.00 0.000 0 (F) 025 STRUCTURE BACKFILL (WALER) CY 26.0000 71,422.00 0.000 0 (F) 026 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 370.0000 8,510.00 23.000 8,510 (F) 027 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 400.0000 6,400.00 16.000 6,400 (F) 028 LEAN CONCRETE BACKFILL CY 280.0000 4,200.00 15.000 4,200 (F) 029 HYDROMULCH SQFT 0.0700 1,064.00 15,200.000 1,064.00 15,200.000 1,064 030 HYDROSEED SQFT 0.0800 1,216.00 15,200.000 1,216.00 15,200.000 1,216 031 COMPOST SQFT 0.0500 760.00 15,200.000 760.00 15,200.000 760 032 INCORPORATE MATERIALS SQFT 0.1200 1,824.00 15,200.000 1,824.00 15,200.000 1,824 033 CLASS 3 AGGREGATE BASE (CY) CY 43.0000 66,220.00 414.900 17,840 034 LEAN CONCRETE BASE CY 230.0000 147,200.00 230.000 52,900.00 230.000 52,900 035 HOT MIX ASPHALT (TYPE A) TON 90.0000 73,800.00 358.060 32,225.40 679.140 61,122 036 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 55,200.00 0.000 0 037 TACK COAT TON 3,000.0000 3,000.00 0.000 0 038 GROUND ANCHOR (SUBHORIZONTAL) EA 8,000.0000 1,080,000.00 122.000 976,000 039 STEEL SOLDIER PILE (W 14 X 61) LF 60.0000 21,660.00 361.000 21,660 040 24" DRILLED HOLE LF 110.0000 29,260.00 266.000 29,260 041 DRIVE STEEL SHEET PILE SQFT 7.6000 141,854.00 19,129.340 145,382 042 MICROPILE (NPS 6 X-STRONG) EA 7,600.0000 1,079,200.00 142.000 1,079,200 043 STRUCTURAL CONCRETE, WALER CY 420.0000 228,480.00 544.000 228,480 (F) 044 STRUCTURAL CONCRETE, BARRIER SLAB CY 380.0000 188,860.00 497.000 188,860 (F) 045 MINOR CONCRETE (MINOR STRUCTURE) CY 497.1000 99.42 0.000 0 (F) 046 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0800 186,724.44 172,893.000 186,724 (F) (WALER) 047 TIMBER LAGGING MFBM 3,800.0000 38,000.00 10.000 38,000 (F) 048 CLEAN AND PAINT STEEL SOLDIER PILING LS 10,785.7200 10,785.72 1.000 10,785 049 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.5700 5,196.70 8,596.000 13,495.72 8,596.000 13,495 PROGRAM CAS145 PAGE 3 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333404 TIME 11:24 AM ESTIMATE NO. 023 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST INLET EA 1,300.0000 5,200.00 3.000 3,900 051 MINOR CONCRETE (CURB) (CY) CY 470.0000 51,700.00 134.000 62,980.00 134.000 62,980 052 MINOR CONCRETE (GUTTER) (MODIFIED) (LF) LF 49.0000 7,595.00 155.000 7,595 053 MINOR CONCRETE (ISLAND PAVING) CY 250.0000 8,250.00 0.000 0 054 REMOVE CURB LF 3.9000 9,711.00 0.000 0 055 REMOVE FIRE HYDRANT EA 3,727.7800 3,727.78 1.000 3,727 056 CONSTRUCT FIRE HYDRANT EA 11,250.0000 11,250.00 1.000 11,250 057 REMOVE PAVEMENT MARKER EA 1.0000 510.00 582.000 582 058 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,640.00 328.000 984 059 OBJECT MARKER (TYPE P) EA 40.0000 200.00 3.000 120 060 CHAIN LINK RAILING (MODIFIED) LF 90.0000 13,860.00 154.000 13,860 (F) 061 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 3,700.00 1.000 3,700.00 1.000 3,700 062 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 063 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 63,040.00 472.800 37,824.00 788.000 63,040 (F) 064 CONCRETE BARRIER (TYPE 736B) LF 110.0000 25,300.00 230.000 25,300.00 230.000 25,300 (F) 065 REMOVE GUARDRAIL LF 45.0000 2,880.00 64.000 2,880.00 64.000 2,880 066 REMOVE CONCRETE BARRIER LF 10.0000 11,400.00 1,140.000 11,400 067 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,600.00 0.000 0 068 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 360.00 0.000 0 069 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 225.00 0.000 0 070 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,536.00 0.000 0 (BROKEN 36-12) 071 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1700 4,386.00 9,420.000 1,601.40 28,960.000 4,923 072 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 90.00 60.000 180 073 REMOVE PAINTED TRAFFIC STRIPE LF 1.1000 10,571.00 6,447.000 7,091.70 15,850.000 17,435 074 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 6,987.50 8,581.000 10,726 075 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 150.00 30.000 150 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333404 TIME 11:24 AM ESTIMATE NO. 023 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 PROGRAM CAS145 PAGE 5 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333404 TIME 11:24 AM ESTIMATE NO. 023 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: RILEY, JAMES DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 313,727.22 4,249,400.71 ADJUSTMENT OF COMPENSATION 1,073.11 -162,748.35 EXTRA WORK 0.00 1,139,318.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 314,800.33 5,225,971.07 078 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 5,155,155.46 TOTAL WORK COMPLETED 314,800.33 5,725,971.07 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 314,800.33 5,725,971.07 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE 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 07/20/17 265 09/25/17 09/18/17 10/31/19 353 124 88 0 90% 100% PROGRESS IS SATISFACTORY DEFERRED TIME CCO RILEY, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/19