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 09/21/22 EST. NO. 008 TIME 12:26 PM R.E. NAME: SILVA, RICK 05-0L7214 --------------------------------------------------------------------------- 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 473.08 E.W. @ F.A.(+) 071322 N 0008.0 0007 306.75 071822 N 0009.0 0008 207.91 072022 N 0010.0 0009 236.70 072822 N 0011.0 0010 401.71 081122 N 0012.0 004 0005 51.56 E.W. @ F.A.(+) 070822 N 0013.0 1,677.71 TOTAL THIS ESTIMATE 17,289.20 TOTAL PREVIOUS ESTIMATE 18,966.91 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 09/21/22 EST. NO. 008 TIME 12:26 PM R.E. NAME: SILVA, RICK 05-0L7214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -4,000.00 004 RECD PAYROLLS #4 4,000.00 005 MISS PAYROLLS -6,000.00 006 MISS PAYROLLS -4,000.00 007 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7214 TIME 12:26 PM ESTIMATE NO. 008 BID OPENING 02/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 09/21/22 LOCATION PROGRESS ESTIMATE 05-SLO-1-32.6/ .0 ----------------- SOUZA ENGINEERING CONTRACTING, IN SAN LUIS OBISPO COUNTY IN MORRO INC. DBA SOUZA CONSTRUCTION BAY AT TORO CREEK BRIDGE 4027 SANTA FE ROAD SAN LUIS OBISPO CA 93401 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 4,400.0000 4,400.00 1.000 4,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,400.0000 4,400.00 0.800 3,520 003 TIME-RELATED OVERHEAD (WDAY) WDAY 700.0000 168,000.00 21.000 14,700.00 84.000 58,800 004 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 1.000 200.00 3.000 600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 6,050.0000 6,050.00 0.800 4,840 007 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.500 40,000 008 FLASHING ARROW SIGN EA 2,860.0000 11,440.00 4.000 11,440 009 TYPE III BARRICADE EA 80.0000 80.00 1.000 80 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.9500 1,881.00 378.000 1,871 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 4,950.00 10,098.000 5,553 012 CHANNELIZER (SURFACE MOUNTED) EA 35.2000 3,097.60 79.000 2,780 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 121.0000 4,840.00 3.000 363 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,350.0000 23,350.00 0.087 2,031.45 0.350 8,172 015 TEMPORARY RAILING (TYPE K) LF 19.0000 88,540.00 4,660.000 88,540 016 ALTERNATIVE TEMPORARY CRASH EA 3,400.0000 20,400.00 6.000 20,400 CUSHION 017 TEMPORARY RADAR SPEED FEEDBACK EA 9,020.0000 18,040.00 2.000 18,040 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.087 2,610.00 0.350 10,500 019 PREPARE STORM WATER POLLUTION PREVENTION LS 19,910.0000 19,910.00 1.000 19,910 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 495.0000 3,960.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7214 TIME 12:26 PM ESTIMATE NO. 008 BID OPENING 02/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 330.0000 1,980.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.2800 17,920.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY CHECK DAM LF 16.0000 2,400.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 500.00 0.000 0 027 TEMPORARY FIBER ROLL LF 7.5000 45,000.00 0.000 0 028 TEMPORARY GRAVEL BAG BERM LF 16.0000 4,800.00 0.000 0 029 TEMPORARY LARGE SEDIMENT BARRIER LF 10.0000 6,000.00 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 5,200.00 0.000 0 031 STREET SWEEPING LS 21,000.0000 21,000.00 0.087 1,827.00 0.350 7,350 032 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.087 870.00 0.350 3,500 033 TREATED WOOD WASTE LB 2.0000 12,900.00 4,460.000 8,920 034 BIRD AND BAT EXCLUSION DEVICES LS 9,000.0000 9,000.00 0.750 6,750 035 TEMPORARY HIGH-VISIBILITY FENCE LF 9.0000 5,940.00 666.000 5,994 036 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 0.750 7,500 037 ROADWAY EXCAVATION CY 78.0000 81,900.00 250.190 19,514 038 STRUCTURE EXCAVATION (TYPE D) CY 370.0000 307,470.00 831.000 307,470 (F) 039 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 79,200.00 0.000 0 (F) 040 ROADSIDE CLEARING LS 6,000.0000 6,000.00 0.750 4,500 041 SOIL AMENDMENT CY 220.0000 880.00 0.000 0 042 ORGANIC FERTILIZER LB 4.0000 84.00 0.000 0 043 PLANT (GROUP H) EA 88.0000 10,560.00 0.000 0 044 PLANT (GROUP A) EA 38.5000 6,160.00 0.000 0 045 PLANT ESTABLISHMENT WORK LS 46,992.0000 46,992.00 0.000 0 046 WOOD MULCH CY 220.0000 2,420.00 0.000 0 047 1" WYE STRAINER ASSEMBLY EA 446.0000 892.00 0.000 0 048 3/4" DRIP IRRIGATION TUBING LF 5.5000 4,730.00 0.000 0 (F) 049 CAM COUPLER ASSEMBLY EA 550.0000 1,100.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7214 TIME 12:26 PM ESTIMATE NO. 008 BID OPENING 02/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 3,740.00 0.000 0 (F) LINE) 051 PRESSURE REGULATING VALVE EA 220.0000 440.00 0.000 0 052 CHECK VALVE EA 22.0000 66.00 0.000 0 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 330.0000 330.00 0.000 0 054 DRY SEED (SQFT) SQFT 2.0000 3,120.00 0.000 0 055 COMPOST SOCK LF 14.0000 4,900.00 0.000 0 056 HYDROSEED SQFT 0.2300 10,189.00 0.000 0 057 COMPOST (CY) CY 60.5000 8,470.00 0.000 0 058 CLASS 2 AGGREGATE BASE (CY) CY 84.0000 63,840.00 492.010 41,328 059 HOT MIX ASPHALT (TYPE A) TON 160.0000 252,800.00 346.700 55,472 060 PLACE HOT MIX ASPHALT SQYD 74.0000 1,332.00 0.000 0 (MISCELLANEOUS AREA) 061 TACK COAT TON 3,900.0000 9,750.00 0.460 1,794 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 21,500.00 280.000 2,800 063 36" PERMANENT STEEL CASING LF 297.0000 106,326.00 358.000 106,326 064 60" PERMANENT STEEL CASING LF 1,395.0000 182,745.00 131.000 182,745 065 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 376.0000 283,504.00 152.200 57,227.20 754.000 283,504 066 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 999.0000 357,642.00 69.570 69,500.43 358.000 357,642 067 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 970.0000 271,600.00 113.700 110,289.00 280.000 271,600 068 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 144,100.00 45.000 49,500.00 131.000 144,100 069 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 662.0000 84,736.00 128.000 84,736.00 128.000 84,736 (F) 070 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 491,400.00 96.800 174,240.00 96.800 174,240 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,928.0000 204,368.00 0.000 0 (F) (POLYMER FIBER) 072 STRUCTURAL CONCRETE, CY 1,300.0000 10,400.00 8.000 10,400.00 8.000 10,400 (F) PIPE PEDESTAL 073 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 73,200.00 0.000 0 (F) (TYPE N) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,900.0000 5,800.00 2.000 5,800 (F) 075 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 76.2500 347,700.00 0.000 0 SLAB (TYPE SII) 076 FURNISH PRECAST PRESTRESSED SQFT 77.0000 78,001.00 0.000 0 CONCRETE SLAB (TYPE SII-48 MODIFIED) PROGRAM CAS145 PAGE 4 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7214 TIME 12:26 PM ESTIMATE NO. 008 BID OPENING 02/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,950.0000 64,350.00 0.000 0 UNIT 078 JOINT SEAL (MR 1/2") LF 100.0000 9,400.00 0.000 0 079 BAR REINFORCING STEEL LB 2.0000 3,732.00 0.000 0 (F) (EPOXY COATED), PIPE PEDESTAL 080 BAR REINFORCING STEEL (EPOXY COATED) LB 2.3500 367,135.80 36,837.560 86,568.27 36,837.560 86,568 (F) (BRIDGE) 081 HEADED BAR REINFORCEMENT EA 40.0000 8,800.00 0.000 0 (F) 082 STRUCTURAL STEEL PIPE PIN LB 11.0000 24,607.00 0.000 0 083 BRIDGE REMOVAL LS 112,000.0000 112,000.00 1.000 112,000 084 18" TEMPORARY CULVERT LF 65.0000 8,450.00 130.000 8,450 085 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 66.0000 2,970.00 0.000 0 086 12" ANCHOR ASSEMBLY EA 1,175.0000 2,350.00 0.000 0 087 WELDED STEEL PIPE CASING (BRIDGE) LF 400.0000 3,600.00 0.000 0 088 REMOVE CULVERT (LF) LF 83.0000 415.00 0.000 0 089 REMOVE DOWNDRAIN (EA) EA 900.0000 1,800.00 0.000 0 090 REMOVE INLET EA 1,100.0000 3,300.00 0.000 0 091 ROCK SLOPE PROTECTION CY 127.0000 78,740.00 0.000 0 (1T, CLASS VIII, METHOD B) 092 12" GRAVEL FILTER CY 138.0000 22,080.00 0.000 0 093 MISCELLANEOUS IRON AND STEEL LB 3.0000 1,434.00 478.000 1,434 (F) 094 MISCELLANEOUS METAL LB 23.0000 1,150.00 0.000 0 095 STAIN GALVANIZED SURFACES (LS) LS 9,350.0000 9,350.00 0.000 0 096 CHAIN LINK FENCE (TYPE CL-6) LF 116.0000 11,020.00 0.000 0 097 10' CHAIN LINK GATE (TYPE CL-6) EA 1,045.0000 2,090.00 0.000 0 098 REMOVE FENCE LF 9.5000 1,045.00 106.300 1,009 099 REMOVE PAVEMENT MARKER EA 1.1000 671.00 456.000 501 100 DELINEATOR (CLASS 1) EA 55.0000 2,915.00 0.000 0 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.4000 2,640.00 157.000 690 102 OBJECT MARKER EA 104.5000 5,434.00 0.000 0 103 REMOVE ROADSIDE SIGN EA 138.0000 1,242.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7214 TIME 12:26 PM ESTIMATE NO. 008 BID OPENING 02/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RESET ROADSIDE SIGN (ONE POST) EA 220.0000 1,100.00 0.000 0 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 240.00 0.000 0 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 612.00 0.000 0 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 720.00 0.000 0 (0.063"-FRAMED) 108 ROADSIDE SIGN - ONE POST EA 253.0000 1,012.00 0.000 0 109 ROADSIDE SIGN - TWO POST EA 402.0000 804.00 0.000 0 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 75.0000 54,750.00 0.000 0 111 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 95.0000 4,750.00 0.000 0 (STEEL POST) 112 TRANSITION RAILING (TYPE WB-31) EA 4,675.0000 14,025.00 0.000 0 113 END CAP (TYPE A) EA 358.0000 716.00 0.000 0 114 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,630.0000 8,630.00 0.000 0 115 MAX-TENSION MEDIAN TERMINAL EA 17,095.0000 34,190.00 0.000 0 SYSTEM 116 CALIFORNIA ST-75 BRIDGE RAIL LF 391.0000 149,362.00 0.000 0 (F) 117 CONCRETE BARRIER TRANSITION LF 1,200.0000 8,400.00 0.000 0 (F) 118 REMOVE GUARDRAIL LF 9.9000 2,970.00 293.700 2,907 119 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 5,830.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9200 11,224.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,430.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 122 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 11,651.00 13,207.000 8,056 123 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,950.00 456.000 1,368 124 6" RUMBLE STRIP STA 847.0000 13,552.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 125 12" RUMBLE STRIP STA 1,330.0000 13,300.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 126 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 2.4200 11,979.00 0.000 0 127 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.7000 2,310.00 0.000 0 128 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.1000 3,146.00 0.000 0 (WARRANTY) 129 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.6000 1,716.00 0.000 0 (WARRANTY) (BROKEN 36-12) 130 CONDUIT SYSTEMS LS 22,000.0000 22,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7214 TIME 12:26 PM ESTIMATE NO. 008 BID OPENING 02/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 664,699.35 2,622,784.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,677.71 18,966.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 666,377.06 2,641,751.29 131 MOBILIZATION LS 378,000.0000 378,000.00 0.050 18,900.00 1.000 378,000 ORIGINAL CONTRACT AMOUNT 5,759,455.40 TOTAL WORK COMPLETED 685,277.06 3,019,751.29 MATERIALS ON HAND ON SITE 239,596.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 685,277.06 3,249,347.29 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 04/01/21 740 02/02/22 02/02/22 05/04/23 85 72 0 0 52% 35% PROGRESS IS SATISFACTORY SILVA, RICK RESIDENT ENGINEER