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 07/29/20 EST. NO. 005 TIME 10:18 AM 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 --------------------------------------------------------------------------- 001 0006 1,401.43 E.W. @ F.A.(+) 060920 N 30 0 0007 85.07 060920 N 0031 0 0008 165.74 071020 N 0032.0 0009 365.62 070920 N 035 0 006 0014 655.04 E.W. @ F.A.(+) 051220 N 0024.0 0020 96.31 051120 N 033 0 0021 46.00 051220 N 34 0 007 0001 2,570.00 E.W. @ L.S.(+) 061520 N 001 0 5,385.21 TOTAL THIS ESTIMATE 35,241.60 TOTAL PREVIOUS ESTIMATE 40,626.81 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 07/29/20 EST. NO. 005 TIME 10:18 AM R.E. NAME: LILIAN BENNETZEN 05-1H9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WH UNSIGNED CO8 -89,936.87 005 -89,936.87 -89,936.87 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -99,936.87 -99,936.87 PROGRAM CAS145 PAGE 1 DATE 07/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 10:18 AM ESTIMATE NO. 005 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 07/15/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 07/29/20 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.150 1,387.50 1.000 9,250 003 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.170 15,300.00 1.000 90,000 004 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 0.180 1,368.00 1.000 7,600 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 5,900.0000 5,900.00 0.170 1,003.00 1.000 5,900 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 0.170 1,389.75 1.000 8,175 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,425.0000 1,425.00 0.170 242.25 1.000 1,425 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 1.000 2,000.00 1.000 2,000 015 MOVE-IN/MOVE-OUT EA 360.0000 1,080.00 1.000 360.00 1.000 360 (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 22,940.00 258.000 954.60 2,558.000 9,464 020 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 2.000 8,800 021 STREET SWEEPING LS 37,700.0000 37,700.00 0.180 6,786.00 1.000 37,700 022 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 07/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 10:18 AM ESTIMATE NO. 005 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 07/15/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 07/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,640.000 2,002.00 3,640.000 2,002 025 BIRD AND BAT EXCLUSION DEVICES LS 38,800.0000 38,800.00 0.180 6,984.00 1.000 38,800 026 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 0.180 1,404.00 1.000 7,800 028 ROADWAY EXCAVATION CY 49.5000 159,885.00 3,099.250 153,412 029 HYDROSEED SQFT 0.0800 6,848.00 85,350.000 6,828.00 85,350.000 6,828 030 COMPOST (CY) CY 40.0000 10,800.00 280.000 11,200.00 280.000 11,200 031 CLASS 2 AGGREGATE BASE (CY) CY 71.0000 93,720.00 1,271.880 90,303 032 HOT MIX ASPHALT (TYPE A) TON 92.0000 704,720.00 226.930 20,877.56 7,046.060 648,237 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 170.0000 287,300.00 1,699.000 288,830 034 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.1500 3,244.50 1,029.000 3,241 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.1500 472.50 143.000 450 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.1500 1,795.50 570.000 1,795 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.1500 69.30 22.000 69 038 PLACE HOT MIX ASPHALT SQYD 85.0000 2,125.00 25.000 2,125.00 25.000 2,125 (MISCELLANEOUS AREA) 039 TACK COAT TON 600.0000 7,800.00 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 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 2.000 4,500.00 2.000 4,500 048 MINOR CONCRETE (GUTTER) (CY) CY 1,035.0000 2,484.00 0.560 579.60 2.320 2,401 049 REMOVE CONCRETE (CURB AND GUTTER) LF 40.0000 8,800.00 211.000 8,440 PROGRAM CAS145 PAGE 3 DATE 07/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 10:18 AM ESTIMATE NO. 005 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 07/15/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 07/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,390.00 478.000 956.00 1,195.000 2,390 (F) 051 PREPARE AND STAIN CONCRETE SQFT 4.0000 9,600.00 2,394.700 9,578.80 2,394.700 9,578 052 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 12.4000 10,540.00 677.000 8,394.80 1,527.000 18,934 053 REMOVE FENCE (TYPE BW) LF 3.0000 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 51.000 3,213.00 51.000 3,213 056 GUARD RAILING DELINEATOR EA 45.0000 135.00 3.000 135.00 3.000 135 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 850.00 161.000 805.00 161.000 805 058 OBJECT MARKER (TYPE K-1) EA 45.0000 135.00 3.000 135.00 3.000 135 059 OBJECT MARKER (TYPE L-1) EA 65.0000 455.00 10.000 650.00 10.000 650 060 REMOVE ROADSIDE SIGN EA 75.0000 1,725.00 23.000 1,725 061 REMOVE ROADSIDE SIGN PANEL EA 75.0000 150.00 2.000 150 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,520.00 207.000 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 (0.063"-UNFRAMED) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 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 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 066 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 1,870.00 331.000 1,820 067 ROADSIDE SIGN - ONE POST EA 325.0000 10,725.00 10.000 3,250.00 33.000 10,725 068 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 18.5000 1,554.00 84.000 1,554 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 9,240.00 112.500 4,725.00 212.500 8,925 070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 18,900.00 266.000 18,620.00 266.000 18,620 071 TRANSITION RAILING (TYPE WB-31) EA 4,370.0000 8,740.00 1.000 4,370.00 2.000 8,740 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 1,800.00 1.000 900.00 2.000 1,800 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 3,800.00 1.000 3,800 074 ALTERNATIVE CRASH CUSHION EA 39,000.0000 78,000.00 1.000 39,000.00 2.000 78,000 PROGRAM CAS145 PAGE 4 DATE 07/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 10:18 AM ESTIMATE NO. 005 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 07/15/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 07/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 5,000.00 60.000 75,000 076 REMOVE GUARDRAIL LF 5.0000 800.00 157.000 785 077 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 4,000.00 498.000 3,984.00 498.000 3,984 (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 3,663.000 7,326.00 3,663.000 7,326 (ENHANCED WET NIGHT VISIBILITY) 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 4,410.00 800.000 2,400.00 800.000 2,400 (ENHANCED WET NIGHT VISIBILITY) 081 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,140.00 1,061.000 2,122 082 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,000.00 194.000 970 083 TRAFFIC MONITORING STATION SYSTEM LS 5,150.0000 5,150.00 1.000 5,150.00 1.000 5,150 PROGRAM CAS145 PAGE 5 DATE 07/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H9804 TIME 10:18 AM ESTIMATE NO. 005 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 07/15/20 R.E. NAME: LILIAN BENNETZEN DATE OF THIS ESTIMATE 07/29/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 207,883.86 1,842,016.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,385.21 40,626.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 213,269.07 1,882,643.71 084 MOBILIZATION LS 147,000.0000 147,000.00 1.000 147,000 ORIGINAL CONTRACT AMOUNT 2,099,025.80 TOTAL WORK COMPLETED 213,269.07 2,029,643.71 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -99,936.87 -99,936.87 TOTAL 113,332.20 1,929,706.84 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/30/20 70 02/03/20 00/00/00 07/15/20 77 19 4 0 100% 100% LILIAN BENNETZEN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/29/20