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 10/21/20 EST. NO. 002 TIME 04:36 PM R.E. NAME: SHIH, JAMES 07-311704 --------------------------------------------------------------------------- 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 10/21/20 EST. NO. 002 TIME 04:36 PM R.E. NAME: SHIH, JAMES 07-311704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 04:36 PM ESTIMATE NO. 002 BID OPENING 02/19/20 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: SHIH, JAMES DATE OF THIS ESTIMATE 10/21/20 LOCATION PROGRESS ESTIMATE 07-LA-134-0.0/R13.3 ----------------- PETERSON-CHASE GENERAL IN LOS ANGELES COUNTY IN LOS ENGINEERING CONSTRUCTION, INC. ANGELES, BURBANK, GLENDALE AND 16351 CONSTRUCTION CIR W; PASADENA FROM ROUTE 101/134 IRVINE CA 92606 SEPARATION TO JUNCTION OF ROUTE 210/710 FED. AID NO. HSNH-P134(40)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 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 1,080,000.00 16.000 28,800.00 16.000 28,800 003 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.500 17,500.00 0.500 17,500 004 TRAFFIC CONTROL SYSTEM LS 3,475,000.0000 3,475,000.00 0.000 0 005 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,800.00 0.000 0 006 TEMPORARY RAILING (TYPE K) LF 21.0000 61,320.00 0.000 0 007 TEMPORARY CRASH CUSHION MODULE EA 250.0000 17,500.00 0.000 0 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.000 0 009 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250.00 0.750 2,250 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 2,400.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 1,680.00 0.000 0 014 TEMPORARY FIBER ROLL LF 3.5000 52,500.00 0.000 0 015 TEMPORARY GRAVEL BAG BERM LF 4.0000 40,000.00 0.000 0 016 STREET SWEEPING LS 12,000.0000 12,000.00 0.000 0 017 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2100 53,130.00 0.000 0 STRIPE (HAZARDOUS WASTE) 019 TREATED WOOD WASTE LB 0.3000 74,700.00 0.000 0 020 ROADWAY EXCAVATION CY 125.0000 212,500.00 0.000 0 021 ROADWAY EXCAVATION (TYPE Z-2) CY 275.0000 68,750.00 0.000 0 (AERIALLY DEPOSITED LEAD) 022 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 275.0000 13,750.00 0.000 0 DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 04:36 PM ESTIMATE NO. 002 BID OPENING 02/19/20 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: SHIH, JAMES DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHECK AND TEST EXISTING IRRIGATION LS 56,000.0000 56,000.00 0.000 0 FACILITIES 024 OPERATE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.000 0 025 REMOVE IRRIGATION FACILITY LS 11,000.0000 11,000.00 0.000 0 026 CONTROL AND NEUTRAL CONDUCTORS LS 45,000.0000 45,000.00 0.000 0 027 1" REMOTE CONTROL VALVE EA 495.0000 12,870.00 0.000 0 028 1 1/2" REMOTE CONTROL VALVE EA 515.0000 5,665.00 0.000 0 029 RECYCLED WATER IDENTIFICATION AND LS 20,000.0000 20,000.00 0.000 0 WARNING SIGNS 030 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 24,750.00 0.000 0 031 RISER SPRINKLER ASSEMBLY EA 45.0000 7,650.00 0.000 0 032 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.4000 54,702.00 0.000 0 (F) LINE) 033 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 8,107.00 0.000 0 (F) LINE) 034 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.7500 28,123.25 0.000 0 (F) (SUPPLY LINE) 035 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,338.00 0.000 0 (F) (SUPPLY LINE) 036 2" PLASTIC PIPE (SCHEDULE 40) LF 13.0000 94,900.00 0.000 0 (F) (SUPPLY LINE) 037 BALL VALVE EA 325.0000 5,525.00 0.000 0 038 LEAN CONCRETE BASE CY 400.0000 100,000.00 0.000 0 039 LEAN CONCRETE BASE RAPID SETTING CY 440.0000 501,600.00 0.000 0 040 BASE BOND BREAKER SQYD 1.7000 90,270.00 0.000 0 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 COMPACTION GROUTING CY 700.0000 1,267,000.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 114.0000 2,439,600.00 0.000 0 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 147.0000 2,499,000.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.3000 50,600.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 4,738.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3000 25,990.00 0.000 0 048 REMOVE ASPHALT CONCRETE DIKE LF 5.1600 175,440.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2000 730,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 04:36 PM ESTIMATE NO. 002 BID OPENING 02/19/20 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: SHIH, JAMES DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND (DOWEL BAR) EA 29.0000 620,600.00 0.000 0 051 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 670.0000 8,174,000.00 0.000 0 052 JOINT SEAL (PREFORMED COMPRESSION) LF 4.7500 665,000.00 0.000 0 053 REMOVE CONCRETE PAVEMENT AND BASE CY 220.0000 59,400.00 0.000 0 054 GRIND EXISTING CONCRETE SQYD 4.6500 3,794,400.00 0.000 0 PAVEMENT 055 STRUCTURAL CONCRETE, BARRIER SLAB CY 845.0000 256,035.00 0.000 0 (F) 056 AGGREGATE BASE (APPROACH SLAB) CY 600.0000 25,800.00 0.000 0 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,230.0000 538,740.00 0.000 0 (TYPE R) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 273,000.00 0.000 0 (F) 059 PAVING NOTCH EXTENSION CF 100.0000 23,200.00 0.000 0 060 CLEAN EXPANSION JOINT LF 26.0000 2,964.00 0.000 0 061 JOINT SEAL (MR 1/2") LF 55.0000 15,510.00 0.000 0 062 BONDED JOINT SEAL (MR 2") LF 80.0000 12,000.00 0.000 0 063 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 064 REMOVE RETAINING WALL (PORTION) (LF) LF 150.0000 76,050.00 0.000 0 065 REMOVE CONCRETE DECK SURFACE SQFT 115.0000 7,130.00 0.000 0 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 10.0000 620.00 0.000 0 067 FURNISH POLYESTER CONCRETE OVERLAY CF 220.0000 2,420.00 0.000 0 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 50.0000 3,100.00 0.000 0 (F) 069 BRIDGE REMOVAL (PORTION), LOCATION A LS 8,000.0000 8,000.00 0.000 0 070 BRIDGE REMOVAL (PORTION), LOCATION B LS 31,000.0000 31,000.00 0.000 0 071 ADJUST UTILITY COVER TO GRADE EA 250.0000 9,750.00 0.000 0 072 MINOR CONCRETE (GUTTER) (CY) CY 490.0000 19,600.00 0.000 0 073 DETECTABLE WARNING SURFACE SQFT 38.0000 22,800.00 0.000 0 074 MINOR CONCRETE (STAMPED CONCRETE) SQFT 14.0000 2,240,000.00 0.000 0 075 MINOR CONCRETE (CURB, SIDEWALK AND CY 555.0000 94,350.00 0.000 0 CURB RAMP) 076 REMOVE CONCRETE CY 450.0000 67,500.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) PROGRAM CAS145 PAGE 4 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 04:36 PM ESTIMATE NO. 002 BID OPENING 02/19/20 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: SHIH, JAMES DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRE/POST CONSTRUCTION SURVEYS EA 825.0000 28,050.00 0.000 0 078 MODIFYING SIGNAL AND LIGHTING (CITY OF LS 27,500.0000 27,500.00 0.000 0 LOS ANGELES) 079 CHAIN LINK FENCE (TYPE CL-6) LF 48.0000 2,400.00 0.000 0 080 REMOVE CHAIN LINK FENCE LF 11.0000 550.00 0.000 0 081 REMOVE PAVEMENT MARKER EA 0.5300 30,104.00 0.000 0 082 GUARD RAILING DELINEATOR EA 26.0000 26,780.00 0.000 0 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6500 126,655.00 0.000 0 084 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,000.00 0.000 0 085 REMOVE ROADSIDE SIGN EA 100.0000 5,400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 086 RELOCATE ROADSIDE SIGN-ONE POST EA 275.0000 2,750.00 0.000 0 087 RELOCATE ROADSIDE SIGN-TWO POST EA 600.0000 1,200.00 0.000 0 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,350.00 0.000 0 (0.063"-UNFRAMED) 089 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 15,800.00 0.000 0 METHOD) 090 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 297,500.00 0.000 0 091 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 27.0000 342,900.00 0.000 0 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 606,000.00 0.000 0 093 CONCRETE BARRIER (TYPE 11 MODIFIED) LF 710.0000 43,310.00 0.000 0 (F) 094 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 475.0000 9,975.00 0.000 0 (F) 095 TRANSITION RAILING (TYPE WB-31) EA 3,550.0000 127,800.00 0.000 0 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 44,100.00 0.000 0 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 189,750.00 0.000 0 098 CRASH CUSHION (TYPE SCI-100GM) EA 43,000.0000 301,000.00 0.000 0 099 CONCRETE BARRIER (TYPE 842) LF 165.0000 83,655.00 0.000 0 (F) 100 REMOVE GUARDRAIL LF 6.0000 157,800.00 0.000 0 101 REMOVE METAL RAILING LF 21.0000 2,730.00 0.000 0 102 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 7,100.00 0.000 0 103 THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 26,880.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 04:36 PM ESTIMATE NO. 002 BID OPENING 02/19/20 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: SHIH, JAMES DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 230,260.00 0.000 0 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 219,300.00 0.000 0 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 10,899.00 0.000 0 (BROKEN 12-3) 107 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 167,980.00 0.000 0 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 6,138.00 0.000 0 (BROKEN 17-7) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 137,280.00 0.000 0 (BROKEN 18-12) 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 15,275.00 0.000 0 (BROKEN 36-12) 111 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 82,420.00 0.000 0 112 CONTRAST STRIPE THERMOPLASTIC LF 0.2600 283,400.00 0.000 0 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 114 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,260,000.0000 2,260,000.00 0.000 0 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 MODIFYING LIGHTING (CITY OF BURBANK) LS 11,000.0000 11,000.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 TYPE II BARRICADE EA 100.0000 1,200.00 0.000 0 119 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2600 1,820.00 0.000 0 120 CLASS 3 AGGREGATE BASE (CY) CY 150.0000 5,550.00 0.000 0 121 TACK COAT TON 800.0000 16,000.00 0.000 0 122 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.9000 1,026,000.00 0.000 0 123 18" REINFORCED CONCRETE PIPE LF 465.0000 14,415.00 0.000 0 124 REMOVE PIPE (LF) LF 50.0000 1,550.00 0.000 0 125 END CAP (TYPE A) EA 330.0000 4,620.00 0.000 0 126 END CAP (TYPE TC) EA 295.0000 11,210.00 0.000 0 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 128 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 25,000.0000 25,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 04:36 PM ESTIMATE NO. 002 BID OPENING 02/19/20 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: SHIH, JAMES DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 53,050.00 53,050.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 2,000.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 53,050.00 55,050.00 129 MOBILIZATION LS 775,000.0000 775,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 38,430,023.25 TOTAL WORK COMPLETED 53,050.00 55,050.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 53,050.00 55,050.00 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 05/08/20 600 08/17/20 08/17/20 02/28/23 16 59 0 0 0% 3% PROGRESS IS SATISFACTORY SHIH, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/20