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 01/06/25 EST. NO. 034 TIME 01:58 PM R.E. NAME: LENART, ELVIRA 08-1H2904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/06/25 EST. NO. 034 TIME 01:58 PM R.E. NAME: LENART, ELVIRA 08-1H2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PROGRESS UPDATES -12,107.00 011 PERFORMANCE FAILURE -78,773.50 014 PERFORMANCE FAILURE -31,418.80 016 PROMPT PAYMENT 45,788.74 019 MISSING SCHEDULES -14,574.70 021 RELEASE OF MARCH DED 12,107.00 022 PEND SMOOTHNESS HMA -7,750.00 032 MISSING CEM-2402 -10,000.00 033 SCHEDULES/SMOOTH/PRO 86,728.26 033 CEM 2402 RLS 10,000.00 034 10,000.00 0.00 LABOR COMPLIANCE VIOLATION OCTOBER 2021 -10,000.00 006 OCTOBER 2021 10,000.00 007 FEBRUARY 2022 -10,000.00 010 MARCH 2022 10,000.00 012 SEPTEMBER 2022 -1,000.00 017 SEPTEMBER 2022 1,000.00 019 0.00 0.00 LIQUIDATED DAMAGES 67 DAYS @$6,800.00 -455,600.00 030 31DAYS@6800 LD -210,800.00 031 11/21-12/20/23 (30D) -204,000.00 032 PE LDS 4/12-7/18/24 -96,040.00 033 ROADWAY-15D & PE119 176,620.00 033 12/20/2024-3/11/2024 -448,800.00 033 PE LD'S@950 3,570.00 034 3,570.00 -1,235,050.00 TOTAL DEDUCTIONS 13,570.00 -1,235,050.00 PROGRAM CAS145 PAGE 1 DATE 01/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 01:58 PM ESTIMATE NO. 034 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/24 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/06/25 LOCATION SEMI-FINAL ESTIMATE 08-SBD-173-18.6/18.7 ------------------- STRONGHOLD ENGINEERING NEAR CEDAR GLEN AT 0.1 MI SOUTH OF 150 W WALNUT AVE OF HOSPITAL ROAD PERRIS, CA 92571 FED. AID NO. ACST-S173(4)E REPLACE MBGR WITH CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,750.0000 2,750.00 1.000 2,750 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,960.0000 15,960.00 0.750 11,970 003 TIME-RELATED OVERHEAD (WDAY) WDAY 720.0000 277,200.00 467.000 336,240 004 DEVELOP WATER SUPPLY LS 109,200.0000 109,200.00 1.000 109,200 005 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 40.0000 8,800.00 220.000 8,800 FOR CONSTRUCTION AREA SIGNS 007 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 008 FLASHING ARROW SIGN EA 6,645.0000 53,160.00 4.000 26,580 009 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 1,380.00 17.000 1,020 010 PORTABLE DELINEATOR EA 67.0000 1,541.00 23.000 1,541 011 PORTABLE FLASHING BEACONS LS 12,000.0000 12,000.00 1.000 12,000 012 TEMPORARY PAVEMENT MARKER EA 400.0000 30,400.00 60.000 24,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 1.000 18,000 014 TEMPORARY RAILING (TYPE K) LF 40.0000 53,600.00 1,380.000 55,200 015 TEMPORARY CRASH CUSHION MODULE EA 1,332.0000 55,944.00 43.000 57,276 016 JOB SITE MANAGEMENT LS 702,960.0000 702,960.00 1.000 702,960 017 PREPARE STORM WATER POLLUTION PREVENTION LS 1,896.0000 1,896.00 1.000 1,896 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 22.000 11,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 270.0000 6,480.00 2.000 540 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 021 TEMPORARY SOIL BINDER SQYD 3.6000 7,200.00 2,000.000 7,200 022 TEMPORARY COVER SQYD 3.6000 7,200.00 2,000.000 7,200 PROGRAM CAS145 PAGE 2 DATE 01/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 01:58 PM ESTIMATE NO. 034 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/24 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 480.0000 960.00 4.000 1,920 024 TEMPORARY FIBER ROLL LF 13.2000 13,200.00 1,000.000 13,200 025 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 1.000 6,000 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0000 5,280.00 740.000 2,960 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 2.4000 13,320.00 5,550.000 13,320 028 CLEARING AND GRUBBING (LS) LS 6,000.0000 6,000.00 1.000 6,000 029 ROADWAY EXCAVATION CY 31.2000 117,312.00 2,835.500 88,467 030 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 673.2000 151,470.00 225.000 151,470 (F) 031 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 86.4000 166,752.00 1,938.000 167,443 (F) 032 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 916.0000 26,564.00 30.500 27,938 (F) 033 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 531.6000 15,948.00 30.000 15,948 (F) 034 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 520.0000 51,480.00 99.000 51,480 (F) 035 LEAN CONCRETE BACKFILL CY 175.0000 7,175.00 41.000 7,175 (F) 036 IMPORTED BORROW (CY) CY 117.6000 87,024.00 651.000 76,557 037 PLANT (GROUP M) EA 32.5000 3,185.00 98.000 3,185 038 PLANT ESTABLISHMENT WORK LS 35,700.0000 35,700.00 1.000 35,700 039 WOOD MULCH CY 460.0000 230.00 0.500 230 040 DUFF (SQFT) SQFT 2.4000 12,000.00 0.000 0 041 HYDROSEED SQFT 1.0000 5,000.00 5,000.000 5,000 042 INCORPORATE MATERIALS SQFT 3.6000 18,000.00 0.000 0 043 CLASS 2 AGGREGATE BASE (CY) CY 84.0000 18,480.00 220.000 18,480 044 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 1.000 15,000 045 PRIME COAT TON 4,200.0000 4,200.00 1.000 4,200 046 HOT MIX ASPHALT (TYPE A) TON 126.0000 134,820.00 978.800 123,328 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 70.0000 1,680.00 23.000 1,610 048 TACK COAT TON 780.0000 780.00 1.660 1,294 049 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 360.0000 2,520.00 7.000 2,520 PROGRAM CAS145 PAGE 3 DATE 01/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 01:58 PM ESTIMATE NO. 034 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/24 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 54,540.00 3,030.000 54,540 051 SOIL NAIL LF 69.0000 1,380,621.00 20,141.000 1,389,729 052 TEMPORARY DEBRIS COLLECTION SYSTEM LS 144,000.0000 144,000.00 1.000 144,000 (TDCS) 053 STEEL SOLDIER PILE (W14 X 82) LF 90.0000 110,700.00 1,230.000 110,700 054 24" DRILLED HOLE LF 180.0000 223,200.00 1,240.000 223,200 055 STRUCTURAL CONCRETE, CAP CY 1,800.0000 23,400.00 13.000 23,400 (F) 056 STRUCTURAL CONCRETE, SOIL NAIL WALL CY 830.0000 367,690.00 445.400 369,682 (F) 057 STRUCTURAL CONCRETE, BARRIER SLAB CY 725.0000 138,475.00 191.000 138,475 (F) 058 STRUCTURAL CONCRETE, SOLDIER PILE WALL CY 365.0000 13,870.00 38.000 13,870 (F) 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,080.0000 6,480.00 6.000 6,480 (F) 060 ROCK TEXTURE SQFT 23.0000 203,780.00 8,860.000 203,780 (F) 061 DRILL AND BOND DOWEL LF 88.0000 222,376.00 3,557.000 313,016 062 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.7000 96,679.00 57,031.000 96,952 (F) 063 BAR REINFORCING STEEL (SOLDIER PILE LB 1.5000 63,390.00 42,260.000 63,390 (F) WALL) 064 ROCK SCULPTED SHOTCRETE SQFT 30.0000 172,800.00 5,856.000 175,680 065 SHOTCRETE CY 276.0000 19,872.00 72.000 19,872 066 STRUCTURAL SHOTCRETE CY 1,663.0000 335,926.00 203.200 337,921 (F) 067 TIMBER LAGGING MFBM 9,600.0000 172,800.00 18.000 172,800 (F) 068 CLEAN AND PAINT STEEL SOLDIER PILING LS 30,000.0000 30,000.00 1.000 30,000 069 18" ALTERNATIVE PIPE CULVERT LF 177.6000 2,664.00 15.000 2,664 070 18" CORRUGATED STEEL PIPE (.064" THICK) LF 93.0000 1,488.00 16.000 1,488 071 6" ALTERNATIVE PIPE RISER LF 150.0000 75,000.00 500.000 75,000 072 REMOVE PIPE (LF) LF 24.0000 72.00 3.000 72 073 REMOVE INLET EA 1,104.0000 2,208.00 2.000 2,208 074 CONCRETE (GUTTER LINING) CY 1,997.0000 61,907.00 31.000 61,907 075 CONCRETE (CHANNEL LINING) CY 1,140.0000 19,380.00 17.000 19,380 076 ROCK SLOPE PROTECTION CY 38.0000 836.00 22.000 836 (1/4 T, CLASS V, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 01/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 01:58 PM ESTIMATE NO. 034 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/24 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 560.00 56.000 560 078 MISCELLANEOUS IRON AND STEEL LB 4.8000 9,432.00 1,965.000 9,432 (F) 079 PREPARE AND STAIN CONCRETE SQFT 3.0000 7,650.00 2,550.000 7,650 080 PREPARE AND STAIN CONCRETE SQFT 4.0000 35,440.00 8,860.000 35,440 (ROCK TEXTURE) 081 PREPARE AND STAIN SHOTCRETE SQFT 3.2500 18,720.00 5,760.000 18,720 082 REMOVE PAVEMENT MARKER EA 2.5000 200.00 62.000 155 083 PAVEMENT MARKER EA 2.5000 275.00 102.000 255 (RETROREFLECTIVE-RECESSED) 084 RESET ROADSIDE SIGN (ONE POST) EA 1,060.0000 6,360.00 6.000 6,360 085 RELOCATE ROADSIDE SIGN-ONE POST EA 400.0000 400.00 1.000 400 086 CABLE RAILING LF 120.0000 92,400.00 770.000 92,400 (F) 087 CONCRETE BARRIER (TYPE 60MD) LF 240.0000 184,800.00 770.000 184,800 088 CONCRETE BARRIER (TYPE 80) LF 270.0000 104,760.00 388.000 104,760 (F) 089 REMOVE GUARDRAIL LF 12.0000 4,200.00 350.000 4,200 090 THERMOPLASTIC PAVEMENT MARKING SQFT 60.0000 900.00 15.000 900 091 THERMOPLASTIC PAVEMENT MARKING SQFT 90.0000 2,160.00 24.000 2,160 (ENHANCED WET NIGHT VISIBILITY) 092 THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 8,025.00 3,210.000 8,025 (SPRAYABLE) 093 PAINT TRAFFIC STRIPE (2-COAT) LF 2.0000 6,240.00 2,930.000 5,860 094 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 380.00 165.000 330 095 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 2,240.00 276.000 2,208 096 TEMPORARY ELECTRICAL SYSTEMS LS 200,000.0000 200,000.00 1.000 200,000 PROGRAM CAS145 PAGE 5 DATE 01/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H2904 TIME 01:58 PM ESTIMATE NO. 034 BID OPENING 01/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/24 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/06/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,289,459.30 ADJUSTMENT OF COMPENSATION 0.00 2,840.48 EXTRA WORK 0.00 228,497.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 7,520,797.23 097 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 7,738,047.00 TOTAL WORK COMPLETED 0.00 8,020,797.23 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 13,570.00 -1,235,050.00 TOTAL 13,570.00 6,785,747.23 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 09/21/20 535 05/17/21 05/17/21 09/05/24 582 248 82 0 100% 100% LENART, ELVIRA RESIDENT ENGINEER