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 06/20/22 EST. NO. 006 TIME 12:15 PM R.E. NAME: THOMAS PETERSEN 05-1G9704 --------------------------------------------------------------------------- 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 0002 250.00 E.W. @ F.A.(+) 051222 N 11 005 0011 983.20 E.W. @ F.A.(+) 032122 N R9 0012 2,204.97 031122 N 011 0013 221.00 031622 N 010 3,659.17 TOTAL THIS ESTIMATE 18,026.16 TOTAL PREVIOUS ESTIMATE 21,685.33 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 06/20/22 EST. NO. 006 TIME 12:15 PM R.E. NAME: THOMAS PETERSEN 05-1G9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 004 MISS PAYROLLS -5,000.00 005 RECD PAYROLLS #05 6,000.00 006 6,000.00 -1,000.00 TOTAL DEDUCTIONS 6,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 12:15 PM ESTIMATE NO. 006 BID OPENING 09/16/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 06/20/22 LOCATION PROGRESS ESTIMATE 05-SB-135-11.7/17.8 ----------------- CALPORTLAND CONSTRUCTION IN SANTA BARBARA COUNTY IN AND NEAR 1625 E DONOVAN SANTA MARIA FROM LAKEVIEW RD TO SANTA MARIA CA 93454 NORTH SANTA MARIA CONNECTOR FED. AID NO. N O N E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,400.0000 5,400.00 1.000 5,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,800.0000 1,800.00 0.250 450 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 180,000.00 18.000 21,600.00 103.000 123,600 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 21,800.0000 21,800.00 0.040 872.00 0.810 17,658 007 TRAFFIC CONTROL SYSTEM LS 629,000.0000 629,000.00 0.120 75,480.00 0.690 434,010 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 280.0000 16,800.00 3.000 840.00 23.000 6,440 009 TYPE III BARRICADE EA 45.0000 1,620.00 24.000 1,080.00 24.000 1,080 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 6,000.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 490.00 0.000 0 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 27,000.00 36.000 1,620.00 200.000 9,000 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 15.0000 1,260.00 0.000 0 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 17,396.0000 17,396.00 0.070 1,217.72 1.000 17,396 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 39,800.0000 39,800.00 0.220 8,756.00 0.680 27,064 016 END OF QUEUE MONITORING AND EA 1,050.0000 63,000.00 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY RAILING (TYPE K) LF 29.0000 23,200.00 0.000 0 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 10,000.00 0.000 0 019 TEMPORARY RADAR SPEED FEEDBACK EA 6,600.0000 13,200.00 0.240 1,584.00 1.430 9,438 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 0.120 960.00 0.690 5,520 021 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.750 1,125 PROGRAM CAS145 PAGE 2 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 12:15 PM ESTIMATE NO. 006 BID OPENING 09/16/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,400.00 10.000 2,000.00 16.000 3,200 023 TEMPORARY CONCRETE WASHOUT LS 5,184.0000 5,184.00 0.800 4,147 024 TREATED WOOD WASTE LB 10.0000 5,200.00 0.000 0 025 REMOVE CONCRETE (CY) CY 419.0000 243,020.00 539.600 226,092 026 ROADWAY EXCAVATION CY 91.7100 12,839.40 26.940 2,470 027 SHOULDER BACKING TON 81.0000 29,160.00 1,268.380 102,738.78 1,268.380 102,738 028 ROCK BLANKET SQFT 53.5000 45,475.00 880.700 47,117 029 CLASS 1 AGGREGATE SUBBASE CY 257.0000 3,341.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 331.0000 9,268.00 3.380 1,118 031 REPLACE ASPHALT CONCRETE SURFACING CY 1,338.0000 103,026.00 64.130 85,805 032 HOT MIX ASPHALT (TYPE A) TON 151.0000 48,320.00 0.000 0 033 HOT MIX ASPHALT TON 211.0000 466,310.00 201.700 42,558.70 289.600 61,105 (TYPE A) (REPAIR FAILED AREA) 034 RUBBERIZED HOT MIX ASPHALT TON 139.0000 4,587,000.00 8,601.350 1,195,587.65 15,897.150 2,209,703 (GAP-GRADED, STATISTICAL PAY FACTOR) 035 DATA CORE LS 6,700.0000 6,700.00 0.250 1,675.00 0.250 1,675 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7000 102.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 93.50 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 11,628.00 0.000 0 039 PLACE HOT MIX ASPHALT SQYD 75.0000 1,275.00 0.000 0 (MISCELLANEOUS AREA) 040 TACK COAT TON 600.0000 90,000.00 31.630 18,978.00 54.060 32,436 041 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 15,975.00 6,871.600 17,179 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 848,250.00 143,394.560 466,032.32 220,570.560 716,854 043 COLD PLANE ASPHALT CONCRETE SQYD 7.5000 90,750.00 760.000 5,700.00 1,482.000 11,115 (REPAIR FAILED AREA) 044 STRUCTURAL CONCRETE, HEADWALL CY 8,300.0000 830.00 0.000 0 (F) 045 REMOVE PEDESTRIAN BARRICADE EA 140.0000 280.00 1.000 140 046 PEDESTRIAN BARRICADE EA 950.0000 1,900.00 0.000 0 047 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 93.0000 3,441.00 0.000 0 (.079" THICK) 048 8" ENTRANCE TAPER EA 939.0000 1,878.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 12:15 PM ESTIMATE NO. 006 BID OPENING 09/16/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 8" ANCHOR ASSEMBLY EA 1,040.0000 2,080.00 0.000 0 050 4" WELDED STEEL PIPE (.105" THICK) LF 65.0000 910.00 0.000 0 051 REMOVE CULVERT (LF) LF 45.0000 630.00 0.000 0 052 REMOVE DOWNDRAIN (EA) EA 315.0000 630.00 0.000 0 053 ROCK SLOPE PROTECTION CY 320.0000 1,408.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 360.00 0.000 0 055 MINOR CONCRETE (CURB) (CY) CY 727.0000 94,510.00 122.370 88,962 056 DETECTABLE WARNING SURFACE SQFT 49.8500 63,309.50 760.200 37,895.97 760.200 37,895 057 MINOR CONCRETE (MISCELLANEOUS CY 1,055.0000 168,800.00 -2.610 -2,753.55 150.900 159,199 CONSTRUCTION) 058 MINOR CONCRETE (CURB RAMP) CY 736.0000 132,480.00 3.000 2,208.00 182.380 134,231 059 ADJUST MONUMENT COVER TO GRADE EA 1,038.0000 31,140.00 0.000 0 060 ADJUST ACCESS BOX FRAME AND COVER EA 893.0000 196,460.00 56.000 50,008.00 71.000 63,403 (UTILITY) 061 ADJUST ACCESS BOX (UTILITY) EA 995.0000 42,785.00 24.000 23,880 062 ADJUST MANHOLE FRAME AND COVER EA 1,577.0000 113,544.00 10.000 15,770.00 10.000 15,770 (UTILITY) 063 STAIN GALVANIZED SURFACES (LS) LS 4,877.0000 4,877.00 0.000 0 064 REMOVE PAVEMENT MARKER EA 0.5000 360.00 1,720.000 860 065 DELINEATOR (CLASS 1) EA 50.0000 4,600.00 0.000 0 066 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,100.00 0.000 0 067 OBJECT MARKER EA 75.0000 5,925.00 0.000 0 068 REMOVE ROADSIDE SIGN (METAL POST) EA 110.0000 1,430.00 0.000 0 069 REMOVE ROADSIDE SIGN PANEL EA 75.0000 600.00 1.000 75.00 7.000 525 070 RESET ROADSIDE SIGN EA 200.0000 4,400.00 15.000 3,000 071 RELOCATE ROADSIDE SIGN EA 150.0000 1,650.00 0.000 0 072 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.1000 6,220.00 130.000 4,043 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 10,535.00 134.510 1,647.75 510.340 6,251 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8000 1,792.00 5.000 64 (0.080"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8500 1,292.70 35.000 729 (0.063"-FRAMED) PROGRAM CAS145 PAGE 4 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 12:15 PM ESTIMATE NO. 006 BID OPENING 09/16/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.4500 6,220.50 245.000 5,255 (0.080"-FRAMED) 077 ROADSIDE SIGN - ONE POST EA 220.0000 17,160.00 13.000 2,860.00 18.000 3,960 078 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 98.0000 5,586.00 26.000 2,548.00 42.000 4,116 METHOD) 079 INSTALL ROADSIDE SIGN PANEL ON EA 72.0000 8,640.00 34.000 2,448.00 61.000 4,392 EXISTING POST 080 PIPE HANDRAILING LF 320.0000 5,760.00 0.000 0 (F) 081 ALTERNATIVE CRASH CUSHION SYSTEM EA 38,286.0000 76,572.00 0.000 0 082 CONCRETE BARRIER TRANSITION LF 854.0000 93,086.00 0.000 0 (F) 083 REMOVE GUARDRAIL LF 12.0000 1,920.00 0.000 0 084 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 104,650.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 532.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 088 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.5000 1,860.00 0.000 0 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 72,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,596.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 20,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 092 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 093 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,340.00 32,986.000 6,597 094 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 5,775.00 3,840.000 5,760 095 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 3,240.00 0.000 0 096 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.9000 102,030.00 0.000 0 (BROKEN 17-7) 097 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.9000 28,310.00 0.000 0 (BROKEN 36-12) 098 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,306,698.0000 1,306,698.00 0.200 261,339.60 0.600 784,018 099 MODIFYING TRAFFIC MONITORING STATIONS LS 128,135.0000 128,135.00 0.540 69,192 PROGRAM CAS145 PAGE 5 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 12:15 PM ESTIMATE NO. 006 BID OPENING 09/16/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 100 MODIFYING LIGHTING SYSTEMS (CITY) LS 22,560.0000 22,560.00 0.180 4,060 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 137.0000 706,920.00 6,225.640 852,912 PROGRAM CAS145 PAGE 6 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 12:15 PM ESTIMATE NO. 006 BID OPENING 09/16/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,323,326.94 6,460,163.18 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,659.17 21,685.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,326,986.11 6,481,848.51 103 MOBILIZATION LS 1,000,000.0000 1,000,000.00 0.050 50,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 12,377,679.00 TOTAL WORK COMPLETED 2,376,986.11 7,481,848.51 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 6,000.00 -1,000.00 TOTAL 2,382,986.11 7,480,848.51 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 10/19/21 150 12/13/21 12/13/21 08/26/22 103 0 0 0 59% 69% PROGRESS IS SATISFACTORY THOMAS PETERSEN RESIDENT ENGINEER