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 10/25/24 EST. NO. 024 TIME 08:15 AM R.E. NAME: DAVID HOPPER 05-0A0904 --------------------------------------------------------------------------- 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 0006 7,298.80 E.W. @ F.A.(+) 102324 N 25 008 0001 4,451.94 E.W. @ F.A.(+) 102324 N 25.4 009 0001 7,721.75 E.W. @ F.A.(+) 102324 N 25.1 010 0001 3,074.74 E.W. @ F.A.(+) 102324 N 25.2 22,547.23 TOTAL THIS ESTIMATE 97,613.56 TOTAL PREVIOUS ESTIMATE 120,160.79 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 10/25/24 EST. NO. 024 TIME 08:15 AM R.E. NAME: DAVID HOPPER 05-0A0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COM STRENGTH/GRADATN -205.50 004 48'CIDH ANOMALY BENT -1,000.00 005 10% PERFORMANCE W/H -61,049.05 011 10% PERFORMANCE WH -30,621.78 012 10% PERFORMANCE W/H 61,049.04 013 10% PERFORMANCE W/H 30,621.78 013 ANNUAL CEM-4401 2023 -10,000.00 017 NON IDEAL COMPACTION -30,400.00 017 ANNUAL CEM-4401 2023 10,000.00 018 LATE LCS NTIFCTN %10 -2,594.44 018 LATE LCS NOTIFCATION 2,594.44 019 MISSING CEM-4401 -10,000.00 021 REC'D CEM-4401 10,000.00 022 0.00 -31,605.51 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 018 RECD PAYROLLS 18 10,000.00 019 0.00 0.00 TOTAL DEDUCTIONS 0.00 -31,605.51 PROGRAM CAS145 PAGE 1 DATE 10/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A0904 TIME 08:15 AM ESTIMATE NO. 024 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 10/25/24 LOCATION SEMI-FINAL ESTIMATE 05-MON-156-R1.4/R2.0 ------------------- GRANITE ROCK COMPANY ON ROUTE 156 IN MONTEREY COUNTY 5225 HELLYER AVENUE BETWEEN THE ROUTE 183/156 SAN JOSE CA 95138 SEPARATION (PM R1.1) AND CASTROVILLE BOULEVARD (PM R2.1) FED. AID NO. N O N E REPLACE BRIDGE RAILING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 420,000.00 280.000 420,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 5.000 10,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 11.000 2,200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000 007 TRAFFIC CONTROL SYSTEM LS 179,000.0000 179,000.00 1.000 179,000 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.8000 104,500.00 20,721.000 78,739 009 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 4,760.00 83.000 2,822 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 9,700.00 166.000 16,600 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 25.0000 5,500.00 270.000 6,750 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,000.0000 23,000.00 1.000 23,000 013 TEMPORARY AUTOMATED END OF QUEUE EA 500.0000 9,000.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 014 END OF QUEUE MONITORING AND EA 500.0000 2,500.00 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 015 TEMPORARY RAILING (TYPE K) LF 19.8100 112,917.00 6,220.000 123,218 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 6,000.00 2.000 6,000 017 TEMPORARY RADAR SPEED FEEDBACK EA 7,700.0000 23,100.00 3.000 23,100 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 19,657.5100 19,657.51 1.000 19,657 019 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 1.000 1,750 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 24.000 12,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 1,800.00 29.000 5,800 PROGRAM CAS145 PAGE 2 DATE 10/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A0904 TIME 08:15 AM ESTIMATE NO. 024 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 10/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 023 MOVE-IN/MOVE-OUT EA 650.0000 1,300.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.8500 4,250.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY CHECK DAM LF 4.1000 410.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 5.000 1,500 027 TEMPORARY FIBER ROLL LF 3.6500 1,825.00 0.000 0 028 TEMPORARY GRAVEL BAG BERM LF 8.6000 2,580.00 0.000 0 029 TEMPORARY LARGE SEDIMENT BARRIER LF 16.5000 9,900.00 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 4.000 20,000 031 STREET SWEEPING LS 12,000.0000 12,000.00 1.000 12,000 032 TEMPORARY CONCRETE WASHOUT LS 2,650.0000 2,650.00 1.000 2,650 033 TREATED WOOD WASTE LB 0.6600 19,272.00 32,580.000 21,502 034 CLEARING AND GRUBBING (LS) LS 18,000.0000 18,000.00 1.000 18,000 035 ROADWAY EXCAVATION CY 70.0000 130,900.00 1,870.000 130,900 036 STRUCTURE EXCAVATION (BRIDGE) CY 900.0000 158,400.00 176.000 158,400 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 257.0000 29,298.00 114.000 29,298 (F) 038 HYDROSEED SQFT 0.1100 5,544.00 50,400.000 5,544 039 COMPOST (CY) CY 48.0000 7,680.00 160.000 7,680 040 CLASS 1 AGGREGATE SUBBASE CY 60.0000 75,600.00 1,260.000 75,600 041 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 51,600.00 430.000 51,600 042 FULL WIDTH SEGMENT CORRECTION EA 3,000.0000 6,000.00 2.000 6,000 043 HOT MIX ASPHALT (TYPE A) TON 148.0000 457,320.00 3,015.000 446,220 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 147,200.00 800.000 128,000 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.3300 1,599.00 293.000 1,561 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.3300 5,756.40 1,103.000 5,878 047 PLACE HOT MIX ASPHALT SQYD 86.3000 517.80 0.000 0 (MISCELLANEOUS AREA) 048 TACK COAT TON 2,818.0000 14,090.00 8.960 25,249 PROGRAM CAS145 PAGE 3 DATE 10/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A0904 TIME 08:15 AM ESTIMATE NO. 024 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 10/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 12,600.00 6,300.000 12,600 050 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,900.00 330.000 1,650 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.5000 83,200.00 12,100.000 78,650 052 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 437.0000 98,325.00 225.000 98,325 053 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,338.0000 266,262.00 199.000 266,262 054 STRUCTURAL CONCRETE, BRIDGE CY 5,250.0000 966,000.00 184.000 966,000 (F) 055 STRUCTURAL CONCRETE, BRIDGE CY 3,300.0000 224,400.00 68.000 224,400 (F) (POLYMER FIBER) 056 AGGREGATE BASE (APPROACH SLAB) CY 84.0000 924.00 11.000 924 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,712.0000 51,360.00 30.000 51,360 (F) (TYPE N MODIFIED) 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,300.0000 141,700.00 109.000 141,700 (F) (TYPE R MODIFIED) 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,475.0000 6,712.50 1.500 6,712 (F) 060 PAVING NOTCH EXTENSION CF 260.0000 13,000.00 50.000 13,000 061 DRILL AND BOND DOWEL LF 22.0000 20,680.00 896.500 19,723 062 DRILL AND BOND DOWEL LF 40.0000 1,120.00 24.000 960 (CHEMICAL ADHESIVE)(LF) 063 CLEAN EXPANSION JOINT LF 100.0000 3,000.00 30.000 3,000 064 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,500.0000 76,500.00 3.000 76,500 GIRDER (40'-50') 065 ERECT PRECAST PRESTRESSED CONCRETE EA 9,770.0000 29,310.00 3.000 29,310 GIRDER 066 JOINT SEAL (MR 1/2") LF 57.0000 4,902.00 86.000 4,902 067 JOINT SEAL (MR 1") LF 107.0000 4,601.00 43.000 4,601 068 BAR REINFORCING STEEL (BRIDGE) LB 1.6300 188,618.71 117,522.000 191,560 069 HEADED BAR REINFORCEMENT EA 7.0000 2,380.00 340.000 2,380 070 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.2800 13,708.80 10,774.000 13,790 071 FURNISH POLYESTER CONCRETE OVERLAY CF 117.0000 78,390.00 900.000 105,300 072 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.6500 81,931.50 10,710.000 81,931 (F) 073 BRIDGE REMOVAL (PORTION) LS 168,000.0000 168,000.00 1.000 168,000 074 24" REINFORCED CONCRETE PIPE LF 465.2600 12,562.02 27.000 12,562 075 8" CORRUGATED STEEL PIPE (.079" THICK) LF 279.8300 5,876.43 21.000 5,876 PROGRAM CAS145 PAGE 4 DATE 10/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A0904 TIME 08:15 AM ESTIMATE NO. 024 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 10/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 8" ENTRANCE TAPER EA 330.0000 330.00 1.000 330 077 8" DOWNDRAIN SLIP JOINT EA 825.0000 825.00 1.000 825 078 8" ANCHOR ASSEMBLY EA 825.0000 825.00 1.000 825 079 36" PRECAST CONCRETE PIPE INLET LF 598.3600 2,991.80 5.000 2,991 080 REMOVE PIPE (LF) LF 150.0000 1,500.00 10.000 1,500 081 REMOVE DOWNDRAIN (EA) EA 1,500.0000 1,500.00 1.000 1,500 082 REMOVE INLET EA 2,100.0000 2,100.00 1.000 2,100 083 REMOVE FLARED END SECTION (EA) EA 250.0000 250.00 1.000 250 084 ADJUST PIPE INLET TO GRADE EA 4,400.0000 8,800.00 2.000 8,800 085 CONCRETE (CONCRETE APRON) CY 3,900.0000 10,920.00 2.800 10,920 086 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,468.00 1,234.000 2,468 (F) 087 STAIN GALVANIZED SURFACES (LS) LS 22,222.2200 22,222.22 1.000 22,222 088 ANTI-GRAFFITI COATING SQFT 3.6300 17,206.20 5,908.000 21,446 (F) 089 FENCE (TYPE BW, 6-STRAND, METAL POST) LF 10.1500 11,672.50 1,184.000 12,017 090 REMOVE FENCE LF 4.5700 4,889.90 1,070.000 4,889 091 REMOVE PAVEMENT MARKER EA 5.1000 561.00 100.000 510 092 DELINEATOR (CLASS 1) EA 60.0000 1,920.00 32.000 1,920 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.2000 1,530.00 153.000 1,560 094 OBJECT MARKER (TYPE K) EA 100.0000 200.00 2.000 200 095 OBJECT MARKER (TYPE P) EA 100.0000 600.00 6.000 600 096 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 7.000 1,050 097 REMOVE ROADSIDE SIGN EA 75.0000 450.00 6.000 450 (STRAP AND SADDLE BRACKET METHOD) 098 RESET ROADSIDE SIGN (TWO POST) EA 850.0000 850.00 1.000 850 099 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.0500 12,730.50 410.000 12,730 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4100 943.16 75.870 941 (0.063"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.9500 1,813.00 140.330 1,817 (0.080"-UNFRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8500 417.00 20.000 417 (0.063"-FRAMED) PROGRAM CAS145 PAGE 5 DATE 10/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A0904 TIME 08:15 AM ESTIMATE NO. 024 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 10/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ROADSIDE SIGN - ONE POST EA 250.0000 2,250.00 7.000 1,750 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 630.00 6.000 630 METHOD) 105 INSTALL ROADSIDE SIGN EA 1,750.0000 5,250.00 3.000 5,250 (LAMINATED WOOD BOX POST) 106 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,100.0000 12,600.00 6.000 12,600 107 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.4500 41,814.00 918.000 41,723 108 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 54.5500 34,912.00 640.000 34,912 109 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 45,750.00 646.000 48,450 110 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 256.8500 55,993.30 221.000 56,763 111 TRANSITION RAILING (TYPE WB-31) EA 4,242.4300 8,484.86 2.000 8,484 112 END CAP (TYPE A) EA 303.0300 303.03 1.000 303 113 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,111.1100 1,111.11 1.000 1,111 114 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,040.4100 8,080.82 2.000 8,080 115 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 333.0000 62,271.00 187.000 62,271 (F) 116 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 283.0000 110,653.00 391.000 110,653 (F) 117 REMOVE GUARDRAIL LF 5.0500 8,383.00 1,660.000 8,383 118 SALVAGE CONCRETE BARRIER (TYPE K) LF 8.5900 1,718.00 200.000 1,718 119 THERMOPLASTIC PAVEMENT MARKING SQFT 10.2000 3,876.00 400.000 4,080 (ENHANCED WET NIGHT VISIBILITY) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 2,353.40 2,877.000 2,359 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 121 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 7,905.60 6,354.000 7,751 (ENHANCED WET NIGHT VISIBILITY) 122 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0600 918.00 300.000 918 (ENHANCED WET NIGHT VISIBILITY) 123 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 4,428.00 7,023.000 5,758 124 12" RUMBLE STRIP STA 103.0000 4,120.00 20.000 2,060 (ASPHALT CONCRETE PAVEMENT) 125 CONDUIT SYSTEM LS 9,149.0000 9,149.00 1.000 9,149 PROGRAM CAS145 PAGE 6 DATE 10/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A0904 TIME 08:15 AM ESTIMATE NO. 024 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/24 R.E. NAME: DAVID HOPPER DATE OF THIS ESTIMATE 10/25/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,245,996.43 ADJUSTMENT OF COMPENSATION 0.00 85,337.70 EXTRA WORK 22,547.23 34,823.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,547.23 5,366,157.22 126 MOBILIZATION LS 560,000.0000 560,000.00 1.000 560,000 ORIGINAL CONTRACT AMOUNT 5,834,610.07 TOTAL WORK COMPLETED 22,547.23 5,926,157.22 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -31,605.51 TOTAL 22,547.23 5,894,551.71 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 01/06/22 280 04/06/22 04/06/22 05/16/24 280 245 0 0 100% 100% DAVID HOPPER RESIDENT ENGINEER