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 07/24/23 EST. NO. 008 TIME 08:30 PM R.E. NAME: DAVID COOPER/ KEVIN MURDOCK 05-1F79A4 --------------------------------------------------------------------------- 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 07/24/23 EST. NO. 008 TIME 08:30 PM R.E. NAME: DAVID COOPER/ KEVIN MURDOCK 05-1F79A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 05-SB-101-55.9/56.2 ----------------- SOUZA CONSTRUCTION INC IN SANTA BARBARA COUNTY NEAR PO BOX 3810 BUELLTON FROM 0.1 MILE SOUTH OF SAN LUIS OBISPO CA 93403 NOJOQUI CREEK BRIDGE TO 0.3 MILE SOUTH OF SANTA ROSA ROAD OVERCROSSING FED. AID NO. N O N E BRIDGE RAIL UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,725.0000 1,725.00 0.750 1,293 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,875.0000 2,875.00 0.500 1,437 003 TIME-RELATED OVERHEAD (WDAY) WDAY 633.0000 93,684.00 13.000 8,229.00 20.000 12,660 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.450 7,650.00 0.950 16,150 007 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.070 15,400.00 0.110 24,200 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.6000 1,518.00 322.000 1,481.20 322.000 1,481 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8100 17,658.00 15,438.000 12,504.78 15,438.000 12,504 010 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 13,000.00 202.000 10,504.00 202.000 10,504 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 64.0000 11,392.00 13.000 832.00 20.000 1,280 SYSTEM DAY 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.070 700.00 0.110 1,100 013 TEMPORARY RAILING (TYPE K) LF 29.0000 106,140.00 2,480.000 71,920.00 2,480.000 71,920 014 TEMPORARY CRASH CUSHION MODULE EA 362.0000 10,136.00 0.000 0 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,050.0000 16,100.00 2.000 16,100.00 2.000 16,100 016 TEMPORARY RADAR SPEED FEEDBACK EA 8,800.0000 17,600.00 2.000 17,600.00 2.000 17,600 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 32,000.0000 32,000.00 0.070 2,240.00 0.110 3,520 018 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 9,000.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 575.0000 4,025.50 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 022 MOVE-IN/MOVE-OUT EA 345.0000 1,725.00 0.000 0 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 2.2000 17,050.00 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 13.0000 2,600.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 400.00 1.000 400 026 TEMPORARY FIBER ROLL LF 6.0000 9,180.00 0.000 0 027 TEMPORARY GRAVEL BAG BERM LF 11.0000 4,400.00 0.000 0 028 TEMPORARY LARGE SEDIMENT BARRIER LF 22.5000 21,825.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 13,200.00 0.000 0 030 STREET SWEEPING LS 24,000.0000 24,000.00 0.110 2,640.00 0.110 2,640 031 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 0.110 990.00 0.110 990 032 TREATED WOOD WASTE LB 0.6900 7,935.00 0.000 0 033 BIRD AND BAT EXCLUSION DEVICES LS 48,432.0000 48,432.00 0.050 2,421.60 0.500 24,216 034 TEMPORARY HIGH-VISIBILITY FENCE LF 22.0000 154.00 7.000 154 035 CLEARING AND GRUBBING (LS) LS 69,000.0000 69,000.00 0.250 17,250 036 ROADWAY EXCAVATION CY 37.0000 134,310.00 0.000 0 037 SHOULDER BACKING TON 136.0000 4,760.00 0.000 0 038 STRUCTURE EXCAVATION (BRIDGE) CY 633.7500 111,540.00 70.000 44,362.50 114.000 72,247 (F) 039 STRUCTURE EXCAVATION (ROCK) CY 195.0000 57,330.00 75.000 14,625.00 175.000 34,125 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 122.0000 18,788.00 0.000 0 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 194.0000 54,902.00 0.000 0 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 160.0000 13,120.00 0.000 0 (F) 043 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.000 0 044 SOIL AMENDMENT CY 258.0000 774.00 0.000 0 045 ORGANIC FERTILIZER LB 9.0000 189.00 0.000 0 046 PLANT (GROUP H) EA 28.0000 10,080.00 0.000 0 047 PLANT (GROUP O) EA 11.5000 1,150.00 0.000 0 048 PLANT (GROUP M) EA 35.0000 2,765.00 0.000 0 049 PLANT (GROUP A) EA 39.0000 195.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 27,600.0000 27,600.00 0.000 0 051 WOOD MULCH CY 253.0000 1,771.00 0.000 0 052 FOLIAGE PROTECTOR EA 58.0000 1,450.00 0.000 0 053 ROOT PROTECTOR EA 51.0000 1,275.00 0.000 0 054 TEMPORARY IRRIGATION SYSTEM LS 14,000.0000 14,000.00 0.000 0 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 345.0000 345.00 0.000 0 056 FIBER ROLLS LF 6.0000 4,185.00 0.000 0 057 HYDROSEED SQFT 0.1500 3,906.00 0.000 0 058 COMPOST (CY) CY 89.0000 7,120.00 0.000 0 059 CLASS 2 AGGREGATE BASE (CY) CY 99.0000 93,060.00 0.000 0 060 HOT MIX ASPHALT (TYPE A) TON 259.0000 124,320.00 0.000 0 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 228.0000 323,760.00 0.000 0 062 HOT MIX ASPHALT (BRIDGE) TON 357.0000 57,120.00 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.6500 3,415.50 0.000 0 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.6500 1,897.50 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.6500 632.50 0.000 0 066 PLACE HOT MIX ASPHALT SQYD 97.7500 1,173.00 0.000 0 (MISCELLANEOUS AREA) 067 TACK COAT TON 3,500.0000 21,000.00 0.000 0 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 56,580.00 0.000 0 069 FURNISH STEEL PILING (HP 14 X 89) LF 0.0000 0.00 0.000 0 070 DRIVE STEEL PILE (HP 14 X 89) EA 3,450.0000 31,050.00 0.000 0 071 FURNISH 16" CAST-IN-STEEL SHELL LF 64.0000 41,536.00 0.000 0 CONCRETE PILING 072 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,893.1800 269,124.90 0.000 0 PILE 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 88,000.00 33.330 33,330.00 33.330 33,330 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 2,050.0000 401,800.00 18.940 38,827.00 18.940 38,827 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,920.0000 359,040.00 0.000 0 (F) (POLYMER FIBER) 076 STRUCTURAL CONCRETE, RETAINING WALL CY 970.0000 79,540.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND DOWEL LF 33.0000 41,679.00 146.000 4,818.00 146.000 4,818 078 FURNISH PRECAST PRESTRESSED EA 0.0000 0.00 0.000 0 CONCRETE RECTANGULAR GIRDER (30'-40') 079 FURNISH PRECAST PRESTRESSED EA 0.0000 0.00 0.000 0 CONCRETE RECTANGULAR GIRDER (40'-50') 080 ERECT PRECAST PRESTRESSED CONCRETE EA 7,688.5000 92,262.00 0.000 0 GIRDER 081 JOINT SEAL (MR 1") LF 83.0000 6,308.80 0.000 0 082 JOINT SEAL (ASPHALTIC PLUG) LF 770.0000 72,380.00 0.000 0 083 BAR REINFORCING STEEL (BRIDGE) LB 3.1000 292,314.50 10,448.000 32,388.80 10,448.000 32,388 (F) 084 BAR REINFORCING STEEL (RETAINING WALL) LB 2.6800 45,895.00 0.000 0 (F) 085 HEADED BAR REINFORCEMENT EA 85.0000 6,120.00 0.000 0 (F) 086 REMOVE ASPHALT CONCRETE SURFACING SQFT 15.0000 15,345.00 0.000 0 087 REFINISH BRIDGE DECK SQFT 250.0000 5,000.00 0.000 0 088 BRIDGE REMOVAL (PORTION), LOCATION A LS 103,000.0000 103,000.00 0.000 0 089 BRIDGE REMOVAL (PORTION), LOCATION B LS 84,000.0000 84,000.00 0.000 0 090 CARBON FIBER REINFORCED POLYMER STRIPS LF 83.0000 140,602.00 0.000 0 091 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.0000 3,450.00 0.000 0 (.079" THICK) 092 18" ENTRANCE TAPER EA 771.0000 771.00 0.000 0 093 18" DOWNDRAIN SLIP JOINT EA 235.0000 235.00 0.000 0 094 18" ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0 095 ROCK SLOPE PROTECTION CY 137.0000 345,240.00 0.000 0 (1T, CLASS VIII, METHOD A) 096 ROCK SLOPE PROTECTION CY 348.0000 8,352.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.5000 13,685.00 0.000 0 098 REMOVE PAVEMENT MARKER EA 1.1500 483.00 0.000 0 099 DELINEATOR (CLASS 1) EA 75.0000 825.00 0.000 0 100 GUARD RAILING DELINEATOR EA 63.0000 4,788.00 0.000 0 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.5000 5,980.00 0.000 0 102 MILEPOST MARKER EA 126.5000 253.00 0.000 0 103 OBJECT MARKER (TYPE L) EA 126.5000 1,012.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 OBJECT MARKER (TYPE P) EA 143.7500 1,150.00 0.000 0 105 REMOVE ROADSIDE SIGN EA 862.0000 6,034.00 0.000 0 106 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 5,250.00 0.000 0 (2 1/2"-TYPE B) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 351.00 0.000 0 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 1,620.00 0.000 0 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 1,219.00 0.000 0 (0.080"-FRAMED) 110 ROADSIDE SIGN - ONE POST EA 517.0000 1,551.00 0.000 0 111 ROADSIDE SIGN - TWO POST EA 1,552.5000 6,210.00 0.000 0 112 INSTALL ROADSIDE SIGN EA 2,415.0000 2,415.00 0.000 0 (LAMINATED WOOD BOX POST) 113 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,220.0000 6,440.00 0.000 0 114 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 69.0000 20,010.00 0.000 0 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 117.0000 42,120.00 0.000 0 116 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 126.5000 11,132.00 0.000 0 (STEEL POST) 117 TRANSITION RAILING (TYPE WB-31) EA 6,325.0000 18,975.00 0.000 0 118 RAIL TENSIONING ASSEMBLY EA 977.0000 977.00 0.000 0 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,577.0000 11,154.00 0.000 0 120 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 14,087.0000 14,087.00 0.000 0 121 CONCRETE BARRIER (TYPE 60MS TRANSITION LF 609.0000 9,135.00 0.000 0 MODIFIED) 122 CONCRETE BARRIER (TYPE 80) LF 300.0000 354,600.00 0.000 0 (F) 123 REMOVE GUARDRAIL LF 16.0000 4,512.00 0.000 0 124 REMOVE CONCRETE BARRIER LF 83.0000 1,245.00 0.000 0 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 161.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 8,484.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7300 24,393.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 129 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 11.5000 1,610.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.0000 0.00 0.000 0 131 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.0000 0.00 0.000 0 132 12" RUMBLE STRIP STA 227.0000 9,534.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 133 CONDUIT SYSTEM LS 46,000.0000 46,000.00 0.000 0 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 1,449.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 08:30 PM ESTIMATE NO. 008 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 339,563.88 456,137.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 339,563.88 456,137.53 136 MOBILIZATION LS 275,000.5000 275,000.50 0.500 137,500.25 0.500 137,500 ORIGINAL CONTRACT AMOUNT 5,441,692.40 TOTAL WORK COMPLETED 477,064.13 593,637.78 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 477,064.13 593,637.78 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 10/06/22 438 10/24/22 10/24/22 03/12/24 20 15 0 0 11% 11% PROGRESS IS SATISFACTORY DAVID COOPER/ KEVIN MURDOCK RESIDENT ENGINEER