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 11/28/22 EST. NO. 011 TIME 07:51 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 --------------------------------------------------------------------------- 001 0005 467.85 E.W. @ F.A.(+) 080122 N 41 0 0006 210.48 071822 N 42 0 0007 331.10 072022 N 19 0 0008 331.10 072122 N 20 0 0009 331.10 072222 N 21 0 0010 237.60 072322 N 22 0 0011 332.70 072422 N 23 0 0012 331.10 072522 N 24 0 0013 331.10 072622 N 25 0 0014 331.10 072722 N 26 0 0015 331.10 072822 N 27 0 0016 374.35 073122 N 35 0 0017 331.10 080322 N 46 0 0018 331.10 080422 N 47 0 0019 522.63 102422 N 34 0 004 0002 252.95 E.W. @ F.A.(+) 041222 N 37 0 0003 252.95 041422 N 39 0 0004 195.39 041522 N 40 0 0005 230.21 041722 N 30 0 0006 252.95 041822 N 31 0 0007 252.95 041922 N 32 0 0008 252.95 041122 N 36 0 005 0018 5,273.58 E.W. @ F.A.(+) 072922 N 28 0 009 0018 4,660.84 E.W. @ F.A.(+) 081922 N 77 0 0019 891.06 051022 N 43 0 0020 708.91 051122 N 44 0 011 0001 3,387.42 E.W. @ F.A.(+) 051322 N 48 0 0002 1,890.71 051622 N 49 0 23,628.38 TOTAL THIS ESTIMATE 529,463.98 TOTAL PREVIOUS ESTIMATE 553,092.36 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 11/28/22 EST. NO. 011 TIME 07:51 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 MISS PAYROLLS -4,000.00 008 RECD PAYROLLS #4 1,000.00 009 MISS PYRLS -5,000.00 010 MISS PAYROLLS -8,000.00 011 -8,000.00 -17,000.00 TOTAL DEDUCTIONS -8,000.00 -17,000.00 PROGRAM CAS145 PAGE 1 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 07:51 PM ESTIMATE NO. 011 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 11/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 11/28/22 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 1.000 1,800 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 180,000.00 157.000 188,400 004 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 1.000 21,800 007 TRAFFIC CONTROL SYSTEM LS 629,000.0000 629,000.00 1.000 629,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 280.0000 16,800.00 75.000 21,000 009 TYPE III BARRICADE EA 45.0000 1,620.00 36.000 1,620 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 6,000.00 200.000 300 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 490.00 14.000 490 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 27,000.00 310.000 13,950 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 1.000 17,396 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 39,800.0000 39,800.00 1.000 39,800 016 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 23,200.00 800.000 23,200 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 10,000.00 4.000 10,000 019 TEMPORARY RADAR SPEED FEEDBACK EA 6,600.0000 13,200.00 2.000 13,200 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000 021 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 PROGRAM CAS145 PAGE 2 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 07:51 PM ESTIMATE NO. 011 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 11/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 4,400 023 TEMPORARY CONCRETE WASHOUT LS 5,184.0000 5,184.00 1.000 5,184 024 TREATED WOOD WASTE LB 10.0000 5,200.00 1,300.000 13,000 025 REMOVE CONCRETE (CY) CY 419.0000 243,020.00 545.990 228,769 026 ROADWAY EXCAVATION CY 91.7100 12,839.40 25.260 2,316.59 150.330 13,786 027 SHOULDER BACKING TON 81.0000 29,160.00 1,314.460 106,471 028 ROCK BLANKET SQFT 53.5000 45,475.00 900.000 48,150 029 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 41.780 13,829 031 REPLACE ASPHALT CONCRETE SURFACING CY 1,338.0000 103,026.00 -2.630 -3,518.94 61.500 82,287 032 HOT MIX ASPHALT (TYPE A) TON 151.0000 48,320.00 50.640 7,646.64 274.130 41,393 033 HOT MIX ASPHALT TON 211.0000 466,310.00 2,070.220 436,816 (TYPE A) (REPAIR FAILED AREA) 034 RUBBERIZED HOT MIX ASPHALT TON 139.0000 4,587,000.00 29,556.520 4,108,356 (GAP-GRADED, STATISTICAL PAY FACTOR) 035 DATA CORE LS 6,700.0000 6,700.00 1.000 6,700 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7000 102.00 123.500 209 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 93.50 105.820 179 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 11,628.00 7,469.940 12,698 039 PLACE HOT MIX ASPHALT SQYD 75.0000 1,275.00 437.190 32,789 (MISCELLANEOUS AREA) 040 TACK COAT TON 600.0000 90,000.00 97.030 58,218 041 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 15,975.00 6,917.920 17,294 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 848,250.00 24,305.110 78,991.61 264,555.000 859,803 043 COLD PLANE ASPHALT CONCRETE SQYD 7.5000 90,750.00 11,092.020 83,190 (REPAIR FAILED AREA) 044 STRUCTURAL CONCRETE, HEADWALL CY 8,300.0000 830.00 0.100 830 (F) 045 REMOVE PEDESTRIAN BARRICADE EA 140.0000 280.00 2.000 280 046 PEDESTRIAN BARRICADE EA 950.0000 1,900.00 2.000 1,900 047 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 93.0000 3,441.00 30.400 2,827 (.079" THICK) 048 8" ENTRANCE TAPER EA 939.0000 1,878.00 2.000 1,878 PROGRAM CAS145 PAGE 3 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 07:51 PM ESTIMATE NO. 011 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 11/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,080 050 4" WELDED STEEL PIPE (.105" THICK) LF 65.0000 910.00 7.450 484 051 REMOVE CULVERT (LF) LF 45.0000 630.00 7.450 335 052 REMOVE DOWNDRAIN (EA) EA 315.0000 630.00 2.000 630 053 ROCK SLOPE PROTECTION CY 320.0000 1,408.00 9.590 3,068 (20 LB, CLASS I, METHOD B) (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 360.00 31.000 620 055 MINOR CONCRETE (CURB) (CY) CY 727.0000 94,510.00 126.430 91,914 056 DETECTABLE WARNING SURFACE SQFT 49.8500 63,309.50 1,387.980 69,190 057 MINOR CONCRETE (MISCELLANEOUS CY 1,055.0000 168,800.00 160.790 169,633 CONSTRUCTION) 058 MINOR CONCRETE (CURB RAMP) CY 736.0000 132,480.00 177.750 130,824 059 ADJUST MONUMENT COVER TO GRADE EA 1,038.0000 31,140.00 29.000 30,102 060 ADJUST ACCESS BOX FRAME AND COVER EA 893.0000 196,460.00 238.000 212,534 (UTILITY) 061 ADJUST ACCESS BOX (UTILITY) EA 995.0000 42,785.00 12.000 11,940 062 ADJUST MANHOLE FRAME AND COVER EA 1,577.0000 113,544.00 63.000 99,351 (UTILITY) 063 STAIN GALVANIZED SURFACES (LS) LS 4,877.0000 4,877.00 1.000 4,877 064 REMOVE PAVEMENT MARKER EA 0.5000 360.00 1,720.000 860 065 DELINEATOR (CLASS 1) EA 50.0000 4,600.00 92.000 4,600 066 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,100.00 4,789.000 14,367 067 OBJECT MARKER EA 75.0000 5,925.00 5.000 375.00 91.000 6,825 068 REMOVE ROADSIDE SIGN (METAL POST) EA 110.0000 1,430.00 11.000 1,210.00 12.000 1,320 069 REMOVE ROADSIDE SIGN PANEL EA 75.0000 600.00 101.000 7,575.00 108.000 8,100 070 RESET ROADSIDE SIGN EA 200.0000 4,400.00 6.000 1,200.00 21.000 4,200 071 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 65.000 2,021.50 195.000 6,064 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 10,535.00 159.810 1,957.67 1,076.390 13,185 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8000 1,792.00 -5.000 -64.00 130.250 1,667 (0.080"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8500 1,292.70 12.000 250.20 62.000 1,292 (0.063"-FRAMED) PROGRAM CAS145 PAGE 4 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 07:51 PM ESTIMATE NO. 011 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 11/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,220.50 290.000 6,220 (0.080"-FRAMED) 077 ROADSIDE SIGN - ONE POST EA 220.0000 17,160.00 -12.000 -2,640.00 46.000 10,120 078 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 98.0000 5,586.00 90.000 8,820.00 152.000 14,896 METHOD) 079 INSTALL ROADSIDE SIGN PANEL ON EA 72.0000 8,640.00 -65.000 -4,680.00 36.000 2,592 EXISTING POST 080 PIPE HANDRAILING LF 320.0000 5,760.00 18.000 5,760 (F) 081 ALTERNATIVE CRASH CUSHION SYSTEM EA 38,286.0000 76,572.00 2.000 76,572 082 CONCRETE BARRIER TRANSITION LF 854.0000 93,086.00 109.000 93,086 (F) 083 REMOVE GUARDRAIL LF 12.0000 1,920.00 151.810 1,821 084 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 104,650.00 44,724.440 156,535 (ENHANCED WET NIGHT VISIBILITY) 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 532.00 1,326.000 530 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18.40 3,706.000 1,482 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 13,637.000 5,454 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 088 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.5000 1,860.00 1,249.500 1,874 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 72,150.00 130,048.000 84,531 (ENHANCED WET NIGHT VISIBILITY) 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,596.00 1,512.000 604 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 20,500.00 24,594.000 24,594 (ENHANCED WET NIGHT VISIBILITY) 092 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 760.00 1,215.000 972 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 093 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,340.00 33,786.000 6,757 094 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 5,775.00 3,840.000 5,760 095 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 3,240.00 800.000 3,200 096 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.9000 102,030.00 52,321.000 99,409 (BROKEN 17-7) 097 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.9000 28,310.00 18,097.000 34,384 (BROKEN 36-12) 098 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,306,698.0000 1,306,698.00 1.000 1,306,698 099 MODIFYING TRAFFIC MONITORING STATIONS LS 128,135.0000 128,135.00 0.030 3,844.05 1.000 128,135 PROGRAM CAS145 PAGE 5 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 07:51 PM ESTIMATE NO. 011 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 11/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 22,560 101 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 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G9704 TIME 07:51 PM ESTIMATE NO. 011 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 11/20/22 R.E. NAME: THOMAS PETERSEN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 105,305.32 11,015,632.26 ADJUSTMENT OF COMPENSATION 0.00 466,602.19 EXTRA WORK 23,628.38 86,490.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 128,933.70 11,568,724.62 103 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 12,377,679.00 TOTAL WORK COMPLETED 128,933.70 12,568,724.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -8,000.00 -17,000.00 TOTAL 120,933.70 12,551,724.62 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 12/15/22 188 39 7 0 97% 100% PROGRESS IS SATISFACTORY THOMAS PETERSEN RESIDENT ENGINEER