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 10/27/20 EST. NO. 007 TIME 12:05 PM R.E. NAME: PHAM, DAT -CE ADRIAN WU 12-0Q6604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/27/20 EST. NO. 007 TIME 12:05 PM R.E. NAME: PHAM, DAT -CE ADRIAN WU 12-0Q6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONSTL CEM4401/CY'19 -9,900.00 002 RET CEM4401/CY2019 9,900.00 003 OUT OF STATE INSPCTN -5,000.00 007 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 12:05 PM ESTIMATE NO. 007 BID OPENING 07/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 10/27/20 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-55-5.5/6.3 ----------------------- BEADOR CONSTRUCTION COMPANY, IN SANTA ANA, ON SB SR-55 TO SB INC. I-405 AND NB SR-55 TO SB I-405 RAMP 26320 LESTER CIRCLE; CONNECTORS CORONA CA 92883 FED. AID NO. N O N E COLD PLANE AC PAVEMENT, SHOULDER, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 0.750 4,125 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.750 15,000 004 TRAFFIC CONTROL SYSTEM LS 117,227.7500 117,227.75 0.800 93,782 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,190.00 0.000 0 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.800 16,000 007 TEMPORARY RAILING (TYPE K) LF 31.0000 31,620.00 520.000 16,120 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 25,000.00 0.000 0 009 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.800 12,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 1.000 5,000 011 TEMPORARY DRAINAGE INLET PROTECTION EA 110.0000 1,320.00 0.000 0 012 STREET SWEEPING LS 40,000.0000 40,000.00 0.900 36,000 013 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.900 6,750 014 TREATED WOOD WASTE LB 0.2500 1,382.50 2,205.000 551.25 2,205.000 551 015 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 016 ROADWAY EXCAVATION CY 64.0000 113,280.00 1,929.000 123,456 017 CLASS 2 AGGREGATE BASE (CY) CY 96.0000 48,000.00 545.000 52,320 018 LEAN CONCRETE BASE RAPID SETTING CY 400.0000 108,000.00 263.000 105,200 019 ASPHALT TREATED PERMEABLE BASE CY 300.0000 45,000.00 148.000 44,400 020 BASE BOND BREAKER SQYD 2.8000 5,516.00 1,967.000 5,507 021 HOT MIX ASPHALT (TYPE A) TON 175.0000 21,000.00 118.000 20,650 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 54,250.00 336.000 58,800 PROGRAM CAS145 PAGE 2 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 12:05 PM ESTIMATE NO. 007 BID OPENING 07/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0000 1,196.00 0.000 0 024 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 10,680.00 0.000 0 025 TACK COAT TON 1,750.0000 7,000.00 0.000 0 026 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 9,200.00 920.000 9,200 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 19,200.00 2,200.000 17,600 028 CONTINUOUSLY REINFORCED CONCRETE CY 675.0000 351,000.00 517.000 348,975 PAVEMENT 029 JOINTED PLAIN CONCRETE PAVEMENT CY 590.0000 330,400.00 560.000 330,400 (RSC) 030 REMOVE CONCRETE PAVEMENT (CY) CY 98.0000 35,280.00 353.000 34,594 031 54" CAST-IN-DRILLED-HOLE CONCRETE LF 825.0000 46,200.00 56.000 46,200 PILE (SIGN FOUNDATION) 032 AGGREGATE BASE (APPROACH SLAB) CY 1,100.0000 13,200.00 12.000 13,200 033 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 122,400.00 102.000 122,400 (TYPE R) 034 JOINT SEAL (MR 1") LF 115.0000 8,625.00 75.000 8,625 035 FURNISH SIGN STRUCTURE (TRUSS) LB 5.7500 137,396.25 23,895.000 137,396.25 23,895.000 137,396 (F) 036 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 7,168.50 19,116.000 5,734.80 19,116.000 5,734 (F) 037 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 0.000 0 038 3" PLASTIC PIPE (EDGE DRAIN) LF 32.0000 24,320.00 760.000 24,320 039 REMOVE CONCRETE (CURB AND GUTTER) LF 100.0000 7,300.00 73.000 7,300 040 REMOVE PAVEMENT MARKER EA 3.5000 980.00 280.000 980 041 GUARD RAILING DELINEATOR EA 36.0000 6,840.00 85.000 3,060.00 85.000 3,060 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 1,820.00 0.000 0 043 REMOVE ROADSIDE SIGN EA 110.0000 110.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 044 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 7,800.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 224.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 046 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6000 1,518.00 0.000 0 047 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 220.00 0.000 0 METHOD) 048 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.0000 35,960.00 531.000 16,461.00 531.000 16,461 PROGRAM CAS145 PAGE 3 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 12:05 PM ESTIMATE NO. 007 BID OPENING 07/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 TRANSITION RAILING (TYPE WB-31) EA 5,250.0000 5,250.00 0.000 0 050 END CAP (TYPE A) EA 330.0000 990.00 2.000 660.00 2.000 660 051 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 0.000 0 052 ALTERNATIVE CRASH CUSHION EA 50,000.0000 50,000.00 0.000 0 (TYPE SCI-100GM) 053 CONCRETE BARRIER (TYPE 60M) LF 166.0000 29,880.00 0.000 0 054 CONCRETE BARRIER TRANSITION LF 530.0000 15,900.00 20.000 10,600 (F) 055 REMOVE GUARDRAIL LF 10.0000 9,900.00 390.000 3,900 056 THERMOPLASTIC PAVEMENT MARKING SQFT 16.0000 2,080.00 126.000 2,016.00 126.000 2,016 (ENHANCED WET NIGHT VISIBILITY) 057 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 775.00 308.000 770.00 308.000 770 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 058 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 5,681.00 2,984.000 5,669.60 2,984.000 5,669 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 059 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7000 2,114.00 2,760.000 1,932 060 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 10,948.00 6,439.000 10,946.30 6,439.000 10,946 (ENHANCED WET NIGHT VISIBILITY) 061 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 1,426.00 611.000 1,405.30 611.000 1,405 (ENHANCED WET NIGHT VISIBILITY) 062 REMOVE PAINTED TRAFFIC STRIPE LF 1.1000 3,322.00 0.000 0 063 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,360.00 0.000 0 064 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 650.00 0.000 0 065 INDUCTIVE LOOP DETECTOR (EA) EA 1,100.0000 5,500.00 0.000 0 066 MODIFYING EXISTING ELECTRICAL SYSTEM LS 7,700.0000 7,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 12:05 PM ESTIMATE NO. 007 BID OPENING 07/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 184,670.50 1,800,007.30 ADJUSTMENT OF COMPENSATION 0.00 57,883.32 EXTRA WORK 0.00 2,000.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 184,670.50 1,859,890.62 067 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,260,300.00 TOTAL WORK COMPLETED 184,670.50 2,059,890.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 179,670.50 2,054,890.62 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 08/23/19 190 10/17/19 10/17/19 12/01/20 157 95 0 0 92% 83% PROGRESS IS SATISFACTORY PHAM, DAT -CE ADRIAN WU RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/20