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 05/22/24 EST. NO. 003 TIME 08:22 AM R.E. NAME: SCHMIDT, MICHAEL 05-1K4604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0002 492.20 A.C. @ U.P.(+) 051624 N 49-4-2 492.20 TOTAL THIS ESTIMATE 387.01 TOTAL PREVIOUS ESTIMATE 879.21 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 05/22/24 EST. NO. 003 TIME 08:22 AM R.E. NAME: SCHMIDT, MICHAEL 05-1K4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL 01 -8,000.00 003 -8,000.00 -8,000.00 TOTAL DEDUCTIONS -8,000.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4604 TIME 08:22 AM ESTIMATE NO. 003 BID OPENING 06/13/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 05/22/24 LOCATION PROGRESS ESTIMATE 05-SLO-46-29.7/32.2 ----------------- PAPICH CONSTRUCTION COMPANY, SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM INC. 300 FEET WEST OF ROUTE 101/46 SEPARATION 398 SUNRISE TERRACE TO 0.1 MILE EAST OF AIRPORT ROAD ARROYO GRANDE CA 93420 FED. AID NO. N O N E COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,630.0000 1,630.00 1.000 1,630 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,310.0000 7,310.00 0.250 1,827.50 0.500 3,655 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,315.0000 474,650.00 5.000 21,575.00 43.000 185,545 004 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 14,850.0000 14,850.00 0.013 193.05 0.717 10,647 007 TRAFFIC CONTROL SYSTEM LS 1,026,276.0500 1,026,276.05 0.046 47,208.70 0.391 401,273 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,635.0000 81,750.00 1.000 1,635.00 13.000 21,255 009 CHANNELIZER (SURFACE MOUNTED) EA 93.0000 11,160.00 86.000 7,998 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 145.0000 15,950.00 5.000 725.00 36.000 5,220 SYSTEM DAY 011 TEMPORARY BARRIER SYSTEM LF 95.0000 66,500.00 2,120.000 201,400 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 11,000.0000 11,000.00 1.000 11,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,165.0000 19,165.00 0.046 881.59 0.391 7,493 014 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 545.0000 59,950.00 0.000 0 SYSTEM (TYPE 1) DAY 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,615.0000 27,690.00 6.000 27,690 016 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,370.0000 16,850.00 5.000 16,850 SYSTEM 017 JOB SITE MANAGEMENT LS 19,935.0000 19,935.00 0.046 917.01 0.391 7,794 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,250.0000 1,250.00 0.750 937 019 TEMPORARY CHECK DAM LF 15.1800 1,518.00 152.000 2,307 020 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 14,350.00 3.000 1,050 021 TEMPORARY CONCRETE WASHOUT LS 8,235.0000 8,235.00 0.450 3,705.75 0.750 6,176 022 TREATED WOOD WASTE LB 0.4100 9,102.00 19,764.000 8,103 PROGRAM CAS145 PAGE 2 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4604 TIME 08:22 AM ESTIMATE NO. 003 BID OPENING 06/13/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 4.5000 5,895.00 26.080 117.36 1,544.080 6,948 024 TEMPORARY PROTECTION FENCE (ROPE) LF 10.9500 1,971.00 178.000 1,949 025 CLEARING AND GRUBBING (LS) LS 12,850.0000 12,850.00 0.750 9,637 026 ROADWAY EXCAVATION CY 1,135.0000 41,995.00 34.300 38,930 027 SHOULDER BACKING TON 101.0000 113,120.00 153.200 15,473.20 228.350 23,063 028 IMPORTED BORROW (CY) CY 130.0000 9,620.00 59.200 7,696.00 59.200 7,696 029 ROADSIDE CLEARING LS 2,100.0000 2,100.00 0.000 0 030 WOOD MULCH CY 200.0000 2,600.00 0.000 0 031 CHECK AND TEST EXISTING IRRIGATION LS 2,600.0000 2,600.00 0.000 0 FACILITIES 032 REMOVE IRRIGATION FACILITY LS 2,100.0000 2,100.00 0.000 0 033 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 150.0000 900.00 0.000 0 034 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 19.0000 1,957.00 0.000 0 (F) LINE) 035 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 23.0000 7,498.00 0.000 0 (F) (SUPPLY LINE) 036 HYDROSEED SQFT 0.3100 8,773.00 0.000 0 037 COMPOST (CY) CY 138.0000 12,006.00 0.000 0 038 LEAN CONCRETE BASE RAPID SETTING CY 750.0000 105,000.00 0.000 0 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 040 REPLACE ASPHALT CONCRETE SURFACING CY 2,435.0000 7,548.50 3.100 7,548.50 3.100 7,548 041 HOT MIX ASPHALT (TYPE A) TON 179.6400 772,452.00 400.840 72,006.90 1,496.650 268,858 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 156.5500 1,894,255.00 0.000 0 043 DATA CORE LS 4,000.0000 4,000.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.8900 18,011.70 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8900 264.60 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.8900 15,554.70 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8900 2,286.90 0.000 0 048 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 74.2500 8,167.50 71.500 5,308.88 87.000 6,459 AREA) 049 TACK COAT TON 735.0000 20,580.00 0.670 492.45 2.190 1,609 PROGRAM CAS145 PAGE 3 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4604 TIME 08:22 AM ESTIMATE NO. 003 BID OPENING 06/13/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 379.2000 144,096.00 5.000 1,896.00 5.000 1,896 051 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 29,250.00 226.000 339.00 1,493.000 2,239 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3300 302,900.00 1,480.100 3,448.63 5,713.100 13,311 053 PRECAST CONCRETE PAVEMENT (PCP) CY 2,276.3000 864,994.00 0.000 0 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,740.0000 15,168.00 0.650 3,081.00 3.850 18,249 (F) 055 MINOR CONCRETE (MINOR STRUCTURE) CY 36,575.0000 3,657.50 0.100 3,657.50 0.100 3,657 (F) 056 PEDESTRIAN BARRICADE EA 2,260.0000 4,520.00 2.000 4,520.00 2.000 4,520 057 18" REINFORCED CONCRETE PIPE LF 225.0000 16,650.00 76.000 17,100 058 24" REINFORCED CONCRETE PIPE LF 162.0000 32,400.00 192.000 31,104 059 3" PLASTIC PIPE UNDERDRAIN LF 129.0000 6,837.00 71.000 9,159 060 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 535.0000 35,310.00 56.000 29,960 061 FILTER FABRIC (CLASS A) SQYD 15.1500 1,015.05 67.000 1,015 062 24" CONCRETE FLARED END SECTION EA 4,000.0000 4,000.00 1.000 4,000 063 INLET DEPRESSION EA 10,000.0000 10,000.00 0.000 0 064 ABANDON DOWNDRAIN EA 3,130.0000 3,130.00 1.000 3,130 065 ADJUST INLET EA 7,260.0000 14,520.00 0.000 0 066 CONCRETE (DITCH LINING) CY 4,200.0000 58,800.00 5.030 21,126.00 5.030 21,126 067 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 535.0000 5,350.00 8.500 4,547 METHOD B) (CY) 068 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 54.0000 1,404.00 28.400 1,533 069 DETECTABLE WARNING SURFACE SQFT 52.0000 4,368.00 84.000 4,368.00 84.000 4,368 070 MINOR CONCRETE (CRASH CUSHION PAD) CY 2,985.0000 10,746.00 4.400 13,134.00 6.200 18,507 071 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 2,222.0000 31,108.00 0.700 1,555.40 14.000 31,108 RAMP) 072 REMOVE CONCRETE CURB (LF) LF 140.0000 2,240.00 12.500 1,750.00 28.000 3,920 073 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 141.0000 2,256.00 0.600 84.60 16.000 2,256 074 MISCELLANEOUS IRON AND STEEL LB 4.0000 4,408.00 624.000 2,496.00 1,102.000 4,408 (F) 075 OXIDIZING STAIN SQFT 14.9500 8,222.50 0.000 0 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 6,432.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4604 TIME 08:22 AM ESTIMATE NO. 003 BID OPENING 06/13/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 135.0000 2,430.00 12.000 1,620.00 12.000 1,620 078 REMOVE ROADSIDE SIGN PANEL EA 65.0000 130.00 0.000 0 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2000 235.20 0.000 0 (0.063"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.8000 1,666.00 0.000 0 (0.063"-FRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.2000 19,404.00 0.000 0 (0.080"-FRAMED) 082 ROADSIDE SIGN - TWO POST EA 550.0000 9,350.00 12.000 6,600.00 12.000 6,600 083 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 685.0000 2,740.00 0.000 0 084 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 115.0000 230.00 0.000 0 POST 085 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 3,200.0000 3,200.00 0.000 0 BOX POST) 086 FURNISH ROADSIDE SIGN (LAMINATED WOOD EA 3,998.4000 7,996.80 0.000 0 BOX POST, TYPE M) 087 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.0000 49,950.00 275.000 10,175.00 1,350.000 49,950 088 REMOVE BURIED POST END ANCHOR EA 200.0000 200.00 1.000 200 089 REMOVE VEGETATION CONTROL SQYD 16.0000 6,400.00 398.000 6,368 090 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 66.0000 14,520.00 212.500 14,025 091 TRANSITION RAILING (TYPE WB-31) EA 4,950.0000 14,850.00 2.000 9,900 092 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,200.0000 6,400.00 1.000 3,200 093 ALTERNATIVE CRASH CUSHION TL-3 EA 34,000.0000 68,000.00 1.000 34,000.00 1.000 34,000 094 MAX-TENSION MEDIAN TERMINAL EA 9,500.0000 19,000.00 2.000 19,000 095 CONCRETE BARRIER TRANSITION LF 800.0000 139,200.00 17.400 13,920.00 174.000 139,200 (F) 096 REMOVE GUARDRAIL LF 8.2500 12,705.00 1,530.600 12,627 097 REMOVE CONCRETE BARRIER TRANSITION LF 2,495.0000 34,930.00 14.000 34,930 098 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 58,520.00 0.000 0 WET NIGHT VISIBILITY) 099 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 1,287.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 22,770.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 57,015.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 15,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4604 TIME 08:22 AM ESTIMATE NO. 003 BID OPENING 06/13/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 12" RUMBLE STRIP (ASPHALT CONCRETE STA 515.0000 10,815.00 0.000 0 PAVEMENT) 104 CONTRAST STRIPE PAINT (1-COAT) LF 1.0000 1,760.00 0.000 0 105 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.345 862 SYSTEM ELEMENTS DURING CONSTRUCTION 106 TRAFFIC MONITORING STATION SYSTEM LS 225,000.0000 225,000.00 0.416 93,600.00 0.543 122,175 107 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 458,000.0000 458,000.00 0.484 221,672 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 DELINEATOR (CLASS 1) EA 68.0000 2,516.00 0.000 0 110 TRANSITION RAILING (TYPE DTB) EA 4,500.0000 9,000.00 2.000 9,000 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 SEGMENT CORRECTION EA 6,150.0000 43,050.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K4604 TIME 08:22 AM ESTIMATE NO. 003 BID OPENING 06/13/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SCHMIDT, MICHAEL DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 408,683.02 2,217,173.39 ADJUSTMENT OF COMPENSATION 492.20 879.21 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 409,175.22 2,218,052.60 113 MOBILIZATION LS 867,530.0000 867,530.00 0.950 824,153 ORIGINAL CONTRACT AMOUNT 8,785,309.00 TOTAL WORK COMPLETED 409,175.22 3,042,206.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -8,000.00 -8,000.00 TOTAL 401,175.22 3,034,206.10 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 09/28/23 110 00/00/00 00/00/00 08/19/24 53 14 0 0 33% 48% PROGRESS IS SATISFACTORY SCHMIDT, MICHAEL RESIDENT ENGINEER