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 06/22/20 EST. NO. 004 TIME 07:31 PM R.E. NAME: LILIAN BENNETZEN 05-1H9804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0006 3,125.59 E.W. @ F.A.(+) 050120 N 0016.0 0008 1,061.07 051120 N 0018.0 0009 529.04 051220 N 0019.0 0010 612.85 042220 N 0020.0 0011 316.25 051220 N 0021.0 0012 317.96 050120 N 0022.0 0013 1,092.56 051120 N 0023.0 0015 400.51 042220 N 0025.0 0016 173.56 042220 N 0026.0 0017 215.40 042420 N 0027.0 0018 107.70 051120 N 0028.0 0019 215.40 051220 N 0029.0 8,167.89 TOTAL THIS ESTIMATE 27,073.71 TOTAL PREVIOUS ESTIMATE 35,241.60 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 06/22/20 EST. NO. 004 TIME 07:31 PM R.E. NAME: LILIAN BENNETZEN 05-1H9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 07:31 PM ESTIMATE NO. 004 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 06/22/20 LOCATION PROGRESS ESTIMATE 05-SB-101-78.4/79.0 ----------------- CALPORTLAND CONSTRUCTION IN SANTA BARBARA COUNTY NEAR SANTA 1625 E DONOVAN ROAD MARIA FROM 0.3 MILE SOUTH TO 0.3 SANTA MARIA CA 93454 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING FED. AID NO. N O N E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 002 CONSTRUCTION AREA SIGNS LS 9,250.0000 9,250.00 0.070 647.50 0.850 7,862 003 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.240 21,600.00 0.830 74,700 004 TYPE III BARRICADE EA 55.0000 440.00 8.000 440 005 CHANNELIZER (SURFACE MOUNTED) EA 31.0000 589.00 19.000 589 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,600.0000 7,600.00 0.230 1,748.00 0.820 6,232 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 5,900.0000 5,900.00 0.240 1,416.00 0.830 4,897 SYSTEMS 008 TEMPORARY RAILING (TYPE K) LF 38.0000 20,520.00 560.000 21,280 009 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,220.0000 6,440.00 2.000 6,440 SYSTEM 010 JOB SITE MANAGEMENT LS 8,175.0000 8,175.00 0.240 1,962.00 0.830 6,785 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,425.0000 1,425.00 0.100 142.50 0.830 1,182 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 6,500.00 4.000 2,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 5,000.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 360.0000 1,080.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 18,600.00 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY CHECK DAM LF 4.0000 800.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 245.0000 1,225.00 5.000 1,225 019 TEMPORARY FIBER ROLL LF 3.7000 22,940.00 2,300.000 8,510 020 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 2.000 8,800 021 STREET SWEEPING LS 37,700.0000 37,700.00 0.230 8,671.00 0.820 30,914 022 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 07:31 PM ESTIMATE NO. 004 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 3,210.00 1,340.500 4,021 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.5500 2,002.00 0.000 0 025 BIRD AND BAT EXCLUSION DEVICES LS 38,800.0000 38,800.00 0.040 1,552.00 0.820 31,816 026 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 3,780.00 1,280.000 4,480 027 CLEARING AND GRUBBING (LS) LS 7,800.0000 7,800.00 0.230 1,794.00 0.820 6,396 028 ROADWAY EXCAVATION CY 49.5000 159,885.00 -97.080 -4,805.46 3,099.250 153,412 029 HYDROSEED SQFT 0.0800 6,848.00 0.000 0 030 COMPOST (CY) CY 40.0000 10,800.00 0.000 0 031 CLASS 2 AGGREGATE BASE (CY) CY 71.0000 93,720.00 -44.120 -3,132.52 1,271.880 90,303 032 HOT MIX ASPHALT (TYPE A) TON 92.0000 704,720.00 3,182.410 292,781.72 6,819.130 627,359 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 170.0000 287,300.00 1,699.000 288,830.00 1,699.000 288,830 034 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.1500 3,244.50 1,029.000 3,241.35 1,029.000 3,241 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.1500 472.50 143.000 450.45 143.000 450 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.1500 1,795.50 570.000 1,795.50 570.000 1,795 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.1500 69.30 22.000 69.30 22.000 69 038 PLACE HOT MIX ASPHALT SQYD 85.0000 2,125.00 0.000 0 (MISCELLANEOUS AREA) 039 TACK COAT TON 600.0000 7,800.00 6.190 3,714.00 13.490 8,094 040 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 11,820.00 5,910.000 11,820 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.5000 22,865.00 533.000 4,530.50 2,690.000 22,865 042 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,560.0000 13,528.00 3.770 13,421 043 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 3,330.00 85.000 3,825 (.079" THICK) 044 REMOVE CULVERT (LF) LF 108.0000 1,512.00 14.000 1,512 045 REMOVE DOWNDRAIN (EA) EA 1,900.0000 1,900.00 1.000 1,900 046 REMOVE INLET EA 735.0000 2,205.00 3.000 2,205 047 ADJUST INLET EA 2,250.0000 4,500.00 0.000 0 048 MINOR CONCRETE (GUTTER) (CY) CY 1,035.0000 2,484.00 1.760 1,821.60 1.760 1,821 049 REMOVE CONCRETE (CURB AND GUTTER) LF 40.0000 8,800.00 211.000 8,440 PROGRAM CAS145 PAGE 3 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 07:31 PM ESTIMATE NO. 004 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,390.00 717.000 1,434 (F) 051 PREPARE AND STAIN CONCRETE SQFT 4.0000 9,600.00 0.000 0 052 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 12.4000 10,540.00 850.000 10,540.00 850.000 10,540 053 REMOVE FENCE (TYPE BW) LF 3.0000 1,830.00 610.000 1,830.00 610.000 1,830 054 REMOVE PAVEMENT MARKER EA 1.0000 48.00 86.000 86 055 DELINEATOR (CLASS 1) EA 63.0000 3,024.00 0.000 0 056 GUARD RAILING DELINEATOR EA 45.0000 135.00 0.000 0 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 850.00 0.000 0 058 OBJECT MARKER (TYPE K-1) EA 45.0000 135.00 0.000 0 059 OBJECT MARKER (TYPE L-1) EA 65.0000 455.00 0.000 0 060 REMOVE ROADSIDE SIGN EA 75.0000 1,725.00 7.000 525.00 23.000 1,725 061 REMOVE ROADSIDE SIGN PANEL EA 75.0000 150.00 2.000 150.00 2.000 150 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,520.00 207.000 2,484.00 207.000 2,484 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 1,647.00 60.660 1,637.82 60.660 1,637 (0.063"-UNFRAMED) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,056.00 96.000 1,056.00 96.000 1,056 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 756.00 28.000 756.00 28.000 756 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 066 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 1,870.00 331.000 1,820.50 331.000 1,820 067 ROADSIDE SIGN - ONE POST EA 325.0000 10,725.00 23.000 7,475.00 23.000 7,475 068 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 18.5000 1,554.00 84.000 1,554.00 84.000 1,554 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 9,240.00 100.000 4,200.00 100.000 4,200 070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 18,900.00 0.000 0 071 TRANSITION RAILING (TYPE WB-31) EA 4,370.0000 8,740.00 1.000 4,370.00 1.000 4,370 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 1,800.00 1.000 900.00 1.000 900 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800 074 ALTERNATIVE CRASH CUSHION EA 39,000.0000 78,000.00 1.000 39,000.00 1.000 39,000 PROGRAM CAS145 PAGE 4 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 07:31 PM ESTIMATE NO. 004 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 CONCRETE BARRIER TRANSITION LF 1,250.0000 75,000.00 56.000 70,000.00 56.000 70,000 076 REMOVE GUARDRAIL LF 5.0000 800.00 157.000 785.00 157.000 785 077 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 4,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 176.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 079 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 7,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 4,410.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 081 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,140.00 1,061.000 2,122.00 1,061.000 2,122 082 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,000.00 194.000 970.00 194.000 970 083 TRAFFIC MONITORING STATION SYSTEM LS 5,150.0000 5,150.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 07:31 PM ESTIMATE NO. 004 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 784,804.76 1,634,133.04 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,167.89 35,241.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 792,972.65 1,669,374.64 084 MOBILIZATION LS 147,000.0000 147,000.00 0.050 7,350.00 1.000 147,000 ORIGINAL CONTRACT AMOUNT 2,099,025.80 TOTAL WORK COMPLETED 800,322.65 1,816,374.64 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 800,322.65 1,816,374.64 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 01/30/20 70 02/03/20 00/00/00 07/08/20 61 17 0 0 86% 87% PROGRESS IS SATISFACTORY LILIAN BENNETZEN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/20