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 01/24/22 EST. NO. 014 TIME 07:36 AM R.E. NAME: HONG, JOHN 12-0H1504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0001 100,543.47 E.W. @ L.S.(+) 122721 N 1001 0 100,543.47 TOTAL THIS ESTIMATE 163,814.25 TOTAL PREVIOUS ESTIMATE 264,357.72 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 01/24/22 EST. NO. 014 TIME 07:36 AM R.E. NAME: HONG, JOHN 12-0H1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM4401 CY2020 -10,000.00 004 RHMA DISINCENTIVE -8,216.44 008 RET CEM4401 CY2020 10,000.00 009 0.00 -8,216.44 LABOR COMPLIANCE VIOLATION MIS-CLASSIFICATION -10,000.00 008 RET MISSING PAYROLL 10,000.00 014 10,000.00 0.00 LIQUIDATED DAMAGES 3 DAYS ITEM #33 -3,800.00 003 3 DAYS ITEM #33 3,800.00 004 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -8,216.44 PROGRAM CAS145 PAGE 1 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H1504 TIME 07:36 AM ESTIMATE NO. 014 BID OPENING 08/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 01/24/22 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-1-4.9/5.5 ----------------------- 12-ORA-1-10.5/14.1 SPECTRUM CONSTRUCTION GROUP, IN ORANGE COUNTY, IN LAGUNA BEACH INC. AND NEWPORT BEACH, ON RTE 001 FROM 16 GOODYEAR, STE. 140; 1,000 FEET SOUTH OF VISTA DEL SOL IRVINE CA 92618 TO MOSS STREET; AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE. FED. AID NO. N O N E REHABILITATE PAVEMENT (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,562.5000 2,562.50 1.000 2,562 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,625.0000 25,625.00 0.980 25,112 003 TIME-RELATED OVERHEAD (WDAY) WDAY 666.2500 119,925.00 176.000 117,260 004 DEVELOP WATER SUPPLY LS 35,875.0000 35,875.00 0.980 35,157 005 CONSTRUCTION AREA SIGNS LS 82,410.0000 82,410.00 0.750 61,807 006 TRAFFIC CONTROL SYSTEM LS 276,750.0000 276,750.00 0.980 271,215 007 FLASHING ARROW SIGN EA 1,025.0000 1,025.00 1.000 1,025 008 TYPE II BARRICADE EA 30.7500 1,076.25 35.000 1,076 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.3800 830.52 54.000 830 010 CHANNELIZER (SURFACE MOUNTED) EA 32.8000 16,072.00 490.000 16,072 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 410.0000 5,740.00 7.000 2,870 SYSTEM DAY 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,406.2500 44,843.75 7.000 44,843 013 TEMPORARY RAILING (TYPE K) LF 30.7500 21,217.50 690.000 21,217 014 TEMPORARY CRASH CUSHION MODULE EA 205.0000 2,870.00 14.000 2,870 015 TEMPORARY TRAFFIC SCREEN LF 7.6900 5,306.10 690.000 5,306 016 TEMPORARY RADAR SPEED FEEDBACK EA 12,812.5000 12,812.50 1.000 12,812 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 25,830.0000 25,830.00 0.980 25,313 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,537.5000 1,537.50 1.000 1,537 019 TEMPORARY DRAINAGE INLET PROTECTION EA 256.2500 18,450.00 72.000 18,450 020 TEMPORARY FIBER ROLL LF 4.1000 3,280.00 800.000 3,280 021 TEMPORARY GRAVEL BAG BERM LF 3.0800 2,772.00 900.000 2,772 022 TREATED WOOD WASTE LB 0.3100 1,540.70 4,970.000 1,540 PROGRAM CAS145 PAGE 2 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H1504 TIME 07:36 AM ESTIMATE NO. 014 BID OPENING 08/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 153.7500 6,765.00 58.480 8,991 024 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 10.2500 5,227.50 510.000 5,227 025 CLEARING AND GRUBBING (LS) LS 153,750.0000 153,750.00 1.000 153,750 026 ROADWAY EXCAVATION CY 51.2500 11,275.00 288.300 14,775 027 STRUCTURE EXCAVATION (CULVERT) CY 102.5000 471.50 4.600 471 (F) 028 ROCK BLANKET SQFT 10.2500 10,250.00 0.000 0 029 FINISHING ROADWAY LS 102,500.0000 102,500.00 0.980 100,450 030 CLASS 2 AGGREGATE BASE (CY) CY 71.7500 6,816.25 97.940 7,027 031 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,562.5000 1,793.75 0.000 0 032 HOT MIX ASPHALT (TYPE A) TON 90.2000 265,188.00 1,885.410 170,063 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 97.3800 2,999,304.00 32,959.610 3,209,606 034 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 14.1500 5,377.00 0.000 0 035 TACK COAT TON 717.5000 78,925.00 110.000 78,925 036 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 153.7500 2,613.75 28.050 4,312 037 REMOVE ASPHALT CONCRETE DIKE LF 9.2300 3,507.40 0.000 0 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8200 642,960.00 240,894.000 679,321 039 REMOVE BASE AND SURFACING CY 28.1900 40,593.60 867.800 24,463 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,075.0000 7,072.50 2.300 7,072 041 24" REINFORCED CONCRETE PIPE LF 615.0000 4,305.00 7.000 4,305 042 DRAINAGE INLET MARKER EA 220.3800 220.38 0.000 0 043 REMOVE CULVERT (LF) LF 358.7500 2,152.50 6.000 2,152 044 REMOVE INLET EA 1,537.5000 1,537.50 1.000 1,537 045 ADJUST FRAME AND COVER TO GRADE EA 1,332.5000 2,665.00 2.000 2,665 046 DETECTABLE WARNING SURFACE SQFT 35.8800 11,840.40 330.000 11,840 047 MINOR CONCRETE (MISCELLANEOUS CY 666.2500 40,641.25 71.360 47,543 CONSTRUCTION) 048 MINOR CONCRETE (SIDEWALK) CY 666.2500 19,321.25 30.660 20,427 049 MINOR CONCRETE (CURB RAMP) CY 666.2500 11,992.50 18.000 11,992 PROGRAM CAS145 PAGE 3 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H1504 TIME 07:36 AM ESTIMATE NO. 014 BID OPENING 08/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CURB AND GUTTER) LF 10.2500 9,020.00 1,027.900 10,535 051 PRE/POST CONSTRUCTION SURVEYS EA 1,025.0000 8,200.00 8.000 8,200 052 PAINT CURB (2-COAT) SQFT 5.1300 307.80 0.000 0 053 REMOVE PAVEMENT MARKER EA 15.3800 46.14 3.000 46 054 DELINEATOR (CLASS 1) EA 10.2500 205.00 0.000 0 055 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5900 12,888.10 2,500.000 8,975 056 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 410.0000 2,050.00 0.000 0 057 REMOVE ROADSIDE SIGN EA 230.6300 5,765.75 0.000 0 058 REMOVE ROADSIDE SIGN EA 128.1300 512.52 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 059 REMOVE ROADSIDE SIGN PANEL EA 205.0000 13,530.00 0.000 0 060 RELOCATE ROADSIDE SIGN-ONE POST EA 307.5000 615.00 0.000 0 061 RELOCATE ROADSIDE SIGN-TWO POST EA 410.0000 410.00 0.000 0 062 RELOCATE ROADSIDE SIGN EA 128.1300 256.26 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,400.00 0.000 0 (0.063"-UNFRAMED) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5100 998.45 0.000 0 (0.080"-UNFRAMED) 065 ROADSIDE SIGN - ONE POST EA 307.5000 6,457.50 0.000 0 066 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 230.6300 1,153.15 0.000 0 METHOD) 067 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 461.2500 2,306.25 0.000 0 068 INSTALL ROADSIDE SIGN PANEL ON EA 205.0000 14,350.00 0.000 0 EXISTING POST 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 28.8100 26,505.20 920.000 26,505 070 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,233.0800 1,233.08 1.000 1,233 071 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,433.1300 4,433.13 1.000 4,433 072 REMOVE GUARDRAIL LF 9.3800 4,033.40 430.000 4,033 073 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7700 82,989.20 21,000.000 58,170 (ENHANCED WET NIGHT VISIBILITY) 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 27,269.00 13,960.000 9,353.20 42,360.000 28,381 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 11,457.00 5,368.000 3,596.56 17,368.000 11,636 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H1504 TIME 07:36 AM ESTIMATE NO. 014 BID OPENING 08/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7200 97,920.00 95,000.000 68,400 (ENHANCED WET NIGHT VISIBILITY) 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 1,802.30 1,900.000 1,273 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 078 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 4,427.50 1,232.000 948.64 5,232.000 4,028 (ENHANCED WET NIGHT VISIBILITY) 079 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.1500 1,353.00 220.000 1,353 080 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.2500 625.25 61.000 625 081 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 251,892.7300 251,892.73 0.900 226,703 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 12" RUMBLE STRIP STA 64.5800 9,687.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 5 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H1504 TIME 07:36 AM ESTIMATE NO. 014 BID OPENING 08/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,898.40 5,706,387.22 ADJUSTMENT OF COMPENSATION 0.00 75,000.00 EXTRA WORK 100,543.47 189,357.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 114,441.87 5,970,744.94 084 MOBILIZATION LS 497,637.5000 497,637.50 1.000 497,637 ORIGINAL CONTRACT AMOUNT 6,254,154.56 TOTAL WORK COMPLETED 114,441.87 6,468,382.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -8,216.44 TOTAL 124,441.87 6,460,166.00 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 09/24/20 180 11/18/20 11/18/20 02/28/22 182 116 0 0 95% 100% PROGRESS IS SATISFACTORY HONG, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/22