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 10/26/22 EST. NO. 008 TIME 04:10 PM R.E. NAME: SILVA, RICK 05-0L7224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0011 5,152.56 E.W. @ F.A.(+) 030122 N 224690 0012 3,900.69 030222 N 224700 0013 2,320.32 060822 N 224730 0014 317.13 060922 N 224740 0015 2,126.26 062822 N 224750 13,816.96 TOTAL THIS ESTIMATE 49,651.18 TOTAL PREVIOUS ESTIMATE 63,468.14 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 10/26/22 EST. NO. 008 TIME 04:10 PM R.E. NAME: SILVA, RICK 05-0L7224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 005 RECD PAYROLLS #5 2,000.00 007 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 128 -11,399.50 004 OVERBID ITEM NO. 128 -5,699.75 005 OVERBID ITEM NO. 128 -4,559.80 006 0.00 -21,659.05 TOTAL DEDUCTIONS 0.00 -21,659.05 PROGRAM CAS145 PAGE 1 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7224 TIME 04:10 PM ESTIMATE NO. 008 BID OPENING 09/28/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 10/26/22 LOCATION PROGRESS ESTIMATE 05-SLO-1-34.5/ .0 ----------------- PAPICH CONSTRUCTION CO., INC. IN SAN LUIS OBISPO COUNTY NEAR 398 SUNRISE TERRACE; MORRO BAY AT OLD CREEK BRIDGE ARROYO GRANDE CA 93420 FED. AID NO. N O N E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 11,000.5900 11,000.59 1.000 11,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 14,000.0000 14,000.00 1.000 14,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,765.0000 691,250.00 20.000 55,300.00 106.000 293,090 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 2.000 4,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 2.000 400 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 9,950.0000 9,950.00 0.800 7,960 007 TRAFFIC CONTROL SYSTEM LS 87,000.0000 87,000.00 0.500 43,500 008 TYPE III BARRICADE EA 528.0000 528.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 3,780.00 5,981.000 3,588 010 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 4,440.00 56.000 3,360 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 94.0000 4,324.00 3.000 282 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 20.0000 1,960.00 60.000 1,200 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,500.0000 9,500.00 0.080 760.00 0.424 4,028 014 TEMPORARY RAILING (TYPE K) LF 20.0000 96,000.00 4,860.000 97,200 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 16,000.00 4.000 16,000 016 TEMPORARY RADAR SPEED FEEDBACK EA 1,200.0000 7,200.00 2.000 2,400 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 123,000.0000 123,000.00 0.080 9,840.00 0.424 52,152 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,250 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 1.000 500.00 1.000 500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 4,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT EA 200.0000 1,000.00 1.000 200.00 1.000 200 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7224 TIME 04:10 PM ESTIMATE NO. 008 BID OPENING 09/28/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.7300 17,300.00 1,457.220 2,520.99 1,457.220 2,520 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 64.7300 12,946.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 5,200.00 0.000 0 026 TEMPORARY FIBER ROLL LF 5.5800 11,160.00 0.000 0 027 TEMPORARY GRAVEL BAG BERM LF 35.5700 7,114.00 0.000 0 028 TEMPORARY LARGE SEDIMENT BARRIER LF 22.7200 9,088.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 18,000.00 2.000 18,000 030 STREET SWEEPING LS 60,225.0000 60,225.00 0.080 4,818.00 0.424 25,535 031 TEMPORARY CONCRETE WASHOUT LS 9,500.0000 9,500.00 0.080 760.00 0.424 4,028 032 TREATED WOOD WASTE LB 7.0400 44,563.20 5,020.000 35,340 033 BIRD AND BAT EXCLUSION DEVICES LS 25,130.0000 25,130.00 0.080 2,010.40 0.424 10,655 034 TEMPORARY HIGH-VISIBILITY FENCE LF 11.0000 3,960.00 365.000 4,015 035 CLEARING AND GRUBBING (LS) LS 19,000.0000 19,000.00 1.000 19,000 036 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 125.0000 35,000.00 0.000 0 037 ROADWAY EXCAVATION (TYPE COM) CY 160.0000 300,800.00 428.320 68,531 (AERIALLY DEPOSITED LEAD) 038 STRUCTURE EXCAVATION (TYPE D) CY 57.6500 101,752.25 1,765.000 101,752 (F) 039 STRUCTURE BACKFILL (BRIDGE) CY 159.5000 182,946.50 0.000 0 (F) 040 ROADSIDE CLEARING LS 5,100.0000 5,100.00 1.000 5,100 041 SOIL AMENDMENT CY 200.0000 800.00 0.000 0 042 ORGANIC FERTILIZER LB 3.0000 57.00 0.000 0 043 PLANT (GROUP F) EA 20.0000 1,320.00 0.000 0 044 PLANT (GROUP H) EA 116.0000 16,240.00 0.000 0 045 PLANT (GROUP A) EA 35.0000 3,465.00 0.000 0 046 PLANT ESTABLISHMENT WORK LS 19,800.0000 19,800.00 0.000 0 047 WOOD MULCH CY 200.0000 2,000.00 0.000 0 048 1" WYE STRAINER ASSEMBLY EA 420.0000 840.00 0.000 0 049 3/4" DRIP IRRIGATION TUBING LF 6.0000 5,460.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7224 TIME 04:10 PM ESTIMATE NO. 008 BID OPENING 09/28/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CAM COUPLER ASSEMBLY EA 500.0000 1,000.00 0.000 0 051 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 1,200.00 0.000 0 (F) LINE) 052 PRESSURE REGULATING VALVE EA 200.0000 400.00 0.000 0 053 CHECK VALVE EA 20.0000 60.00 0.000 0 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 200.00 0.000 0 055 COMPOST SOCK LF 10.5000 9,660.00 0.000 0 056 HYDROSEED SQFT 0.1600 3,280.00 0.000 0 057 COMPOST (CY) CY 80.0000 5,040.00 0.000 0 058 CLASS 2 AGGREGATE BASE (CY) CY 177.0000 145,140.00 380.900 67,419 059 HOT MIX ASPHALT (TYPE A) TON 185.0000 144,300.00 210.390 38,922 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 105.0000 4,935.00 0.000 0 061 PLACE HOT MIX ASPHALT SQYD 100.0000 700.00 0.000 0 (MISCELLANEOUS AREA) 062 TACK COAT TON 600.0000 900.00 0.370 222 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 19,800.00 0.000 0 064 42" PERMANENT STEEL CASING LF 410.0000 166,460.00 129.100 52,931.00 406.000 166,460 065 72" PERMANENT STEEL CASING LF 662.0000 79,440.00 120.000 79,440 066 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 489.0000 268,950.00 374.500 183,130.50 550.000 268,950 067 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 637.0000 258,622.00 198.330 126,336.21 406.000 258,622 068 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,631.0000 267,484.00 5.130 8,367.03 164.000 267,484 069 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,891.0000 226,920.00 3.750 7,091.25 120.000 226,920 070 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 168,000.00 240.000 168,000.00 240.000 168,000 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,355.0000 678,855.00 205.900 278,994.50 205.900 278,994 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 224,000.00 0.000 0 (F) (POLYMER FIBER) 073 STRUCTURAL CONCRETE, APPROACH SLAB CY 993.0000 154,908.00 0.000 0 (F) (TYPE N) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,250.0000 8,925.00 2.050 8,712 (F) 075 FURNISH PRECAST PRESTRESSED SQFT 122.5000 940,310.00 0.000 0 CONCRETE SLAB (TYPE SIV) MODIFIED 076 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 2,700.0000 89,100.00 0.000 0 UNIT PROGRAM CAS145 PAGE 4 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7224 TIME 04:10 PM ESTIMATE NO. 008 BID OPENING 09/28/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (MR 1/2") LF 150.0000 25,800.00 0.000 0 078 BAR REINFORCING STEEL (BRIDGE) LB 1.4100 377,253.96 133,071.530 187,630.86 188,547.500 265,851 (F) 079 HEADED BAR REINFORCEMENT EA 15.7500 3,024.00 192.000 3,024.00 192.000 3,024 (F) 080 STRUCTURAL STEEL PIPE PIN LB 10.5000 23,541.00 0.000 0 081 BRIDGE REMOVAL LS 459,350.0000 459,350.00 1.000 459,350 082 18" TEMPORARY CULVERT LF 190.0000 34,200.00 180.000 34,200 083 12" WELDED STEEL CASING (BRIDGE) LF 800.0000 8,800.00 0.000 0 084 REMOVE DOWNDRAIN (EA) EA 1,900.0000 3,800.00 2.000 3,800 085 REMOVE INLET EA 1,900.0000 3,800.00 0.000 0 086 ROCK SLOPE PROTECTION CY 95.0000 114,950.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 087 12" GRAVEL FILTER CY 102.0000 39,780.00 0.000 0 088 ROCK SLOPE PROTECTION CY 395.0000 1,303.50 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 089 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 65.0000 780.00 0.000 0 090 MISCELLANEOUS IRON AND STEEL LB 13.0000 6,214.00 478.000 6,214 (F) 091 STAIN GALVANIZED SURFACES (LS) LS 6,820.0000 6,820.00 0.000 0 092 CHAIN LINK FENCE (TYPE CL-6) LF 38.5000 3,465.00 0.000 0 093 10' CHAIN LINK GATE (TYPE CL-6) EA 935.0000 1,870.00 0.000 0 094 REMOVE FENCE LF 9.9000 1,584.00 157.000 1,554 095 REMOVE PAVEMENT MARKER EA 3.0000 870.00 481.000 1,443 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,400.00 5.000 50 097 OBJECT MARKER EA 125.0000 250.00 0.000 0 098 REMOVE ROADSIDE SIGN EA 175.0000 875.00 2.000 350 099 REMOVE ROADSIDE SIGN PANEL EA 85.0000 85.00 0.000 0 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 55.0000 990.00 0.000 0 (0.063"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 360.00 0.000 0 (0.063"-FRAMED) 102 ROADSIDE SIGN - ONE POST EA 325.0000 650.00 0.000 0 103 ROADSIDE SIGN - TWO POST EA 325.0000 325.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7224 TIME 04:10 PM ESTIMATE NO. 008 BID OPENING 09/28/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL FRAMED SIGN PANEL EA 100.0000 100.00 0.000 0 105 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 46.2000 33,264.00 0.000 0 106 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 66.0000 3,300.00 0.000 0 (STEEL POST) 107 TRANSITION RAILING (TYPE WB-31) EA 5,555.0000 11,110.00 0.000 0 108 END CAP (TYPE A) EA 220.0000 660.00 0.000 0 109 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,045.0000 1,045.00 0.000 0 110 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,313.0000 5,313.00 0.000 0 111 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 12,650.0000 25,300.00 0.000 0 112 CALIFORNIA ST-75 BRIDGE RAIL LF 418.0000 215,270.00 0.000 0 (F) 113 CONCRETE BARRIER TRANSITION LF 2,560.0000 17,920.00 0.000 0 (F) 114 REMOVE GUARDRAIL LF 8.8000 5,192.00 259.000 2,279 115 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500 116 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 2,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 8,880.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 118 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 276.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 119 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,264.00 5,196.000 4,156 120 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 700.00 66.000 330 121 6" RUMBLE STRIP STA 1,051.0000 5,255.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 122 12" RUMBLE STRIP STA 604.0000 5,436.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 123 6" TRAFFIC STRIPE (WARRANTY) LF 8.0000 2,800.00 0.000 0 124 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 1.9500 6,162.00 0.000 0 125 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.4000 4,340.00 0.000 0 (WARRANTY) 126 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.1000 1,085.00 0.000 0 (WARRANTY) (BROKEN 36-12) 127 CONDUIT SYSTEMS LS 14,650.0000 14,650.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7224 TIME 04:10 PM ESTIMATE NO. 008 BID OPENING 09/28/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,092,214.74 3,465,839.68 ADJUSTMENT OF COMPENSATION 0.00 -4,297.23 EXTRA WORK 13,816.96 67,765.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,106,031.70 3,529,307.82 128 MOBILIZATION LS 847,799.0000 847,799.00 0.950 805,409 ORIGINAL CONTRACT AMOUNT 8,250,000.00 TOTAL WORK COMPLETED 1,106,031.70 4,334,716.87 MATERIALS ON HAND ON SITE 153,894.00 DEDUCTIONS 0.00 -21,659.05 TOTAL 1,106,031.70 4,466,951.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 128 MOBILIZATION 825,000.00 847,799.00 22,799.00 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 11/18/21 250 02/10/22 02/10/23 05/24/23 107 70 0 0 52% 43% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/07/22. SILVA, RICK RESIDENT ENGINEER