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 05/26/20 EST. NO. 003 TIME 08:54 AM 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 05/26/20 EST. NO. 003 TIME 08:54 AM 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 9,900.00 0.00 TOTAL DEDUCTIONS 9,900.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 08:54 AM ESTIMATE NO. 003 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 05/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 05/26/20 LOCATION 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 0.000 0 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000 004 TRAFFIC CONTROL SYSTEM LS 117,227.7500 117,227.75 0.000 0 005 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 0.000 0 007 TEMPORARY RAILING (TYPE K) LF 31.0000 31,620.00 0.000 0 008 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 0.000 0 010 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 0.000 0 013 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.000 0 014 TREATED WOOD WASTE LB 0.2500 1,382.50 0.000 0 015 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.000 0 016 ROADWAY EXCAVATION CY 64.0000 113,280.00 0.000 0 017 CLASS 2 AGGREGATE BASE (CY) CY 96.0000 48,000.00 0.000 0 018 LEAN CONCRETE BASE RAPID SETTING CY 400.0000 108,000.00 0.000 0 019 ASPHALT TREATED PERMEABLE BASE CY 300.0000 45,000.00 0.000 0 020 BASE BOND BREAKER SQYD 2.8000 5,516.00 0.000 0 021 HOT MIX ASPHALT (TYPE A) TON 175.0000 21,000.00 0.000 0 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 54,250.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 08:54 AM ESTIMATE NO. 003 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 05/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 19,200.00 0.000 0 028 CONTINUOUSLY REINFORCED CONCRETE CY 675.0000 351,000.00 0.000 0 PAVEMENT 029 JOINTED PLAIN CONCRETE PAVEMENT CY 590.0000 330,400.00 0.000 0 (RSC) 030 REMOVE CONCRETE PAVEMENT (CY) CY 98.0000 35,280.00 0.000 0 031 54" CAST-IN-DRILLED-HOLE CONCRETE LF 825.0000 46,200.00 0.000 0 PILE (SIGN FOUNDATION) 032 AGGREGATE BASE (APPROACH SLAB) CY 1,100.0000 13,200.00 0.000 0 033 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 122,400.00 0.000 0 (TYPE R) 034 JOINT SEAL (MR 1") LF 115.0000 8,625.00 0.000 0 035 FURNISH SIGN STRUCTURE (TRUSS) LB 5.7500 137,396.25 0.000 0 (F) 036 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 7,168.50 0.000 0 (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 0.000 0 039 REMOVE CONCRETE (CURB AND GUTTER) LF 100.0000 7,300.00 0.000 0 040 REMOVE PAVEMENT MARKER EA 3.5000 980.00 0.000 0 041 GUARD RAILING DELINEATOR EA 36.0000 6,840.00 0.000 0 042 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 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 08:54 AM ESTIMATE NO. 003 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 05/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 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 0.000 0 (F) 055 REMOVE GUARDRAIL LF 10.0000 9,900.00 0.000 0 056 THERMOPLASTIC PAVEMENT MARKING SQFT 16.0000 2,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 057 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 775.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 058 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 5,681.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 059 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7000 2,114.00 0.000 0 060 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 10,948.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 061 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 1,426.00 0.000 0 (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 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0Q6604 TIME 08:54 AM ESTIMATE NO. 003 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 05/20/20 R.E. NAME: PHAM, DAT -CE ADRIAN WU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 20,000.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 20,000.00 067 MOBILIZATION LS 200,000.0000 200,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 2,260,300.00 TOTAL WORK COMPLETED 0.00 20,000.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 9,900.00 0.00 TOTAL 9,900.00 20,000.00 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 07/22/20 101 44 0 0 1% 53% PROGRESS IS SATISFACTORY PHAM, DAT -CE ADRIAN WU RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/20