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 12/21/22 EST. NO. 005 TIME 03:04 PM R.E. NAME: TAI LAM 11-430514 --------------------------------------------------------------------------- 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 12/21/22 EST. NO. 005 TIME 03:04 PM R.E. NAME: TAI LAM 11-430514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL NOV 2022 CPR -5,000.00 005 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 LOCATION RERUN PROGRESS ESTIMATE 11-SD-15-R31.3/R37.1 ----------------------- SECURITY PAVING COMPANY, INC. IN SAN DIEGO COUNTY IN AND NEAR 3075 TOWNSGATE ROAD; ESCONDIDO FROM 0.2 MILE SOUTH OF WESTLAKE VILLAGE CA 91361 ROUTE 15/78 SEPARATON TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING FED. AID NO. ACSB-154(210)E MAINLINE PAVEMENT REHABILITATION, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,285.3600 1,285.36 1.000 1,285 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,246.8800 11,246.88 0.250 2,811 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,800,000.00 19.000 76,000.00 77.000 308,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 1.000 6,000.00 2.000 12,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 42,000.00 4.000 800.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 123,180.0800 123,180.08 0.016 1,970.88 0.468 57,648 007 TRAFFIC CONTROL SYSTEM LS 972,912.7000 972,912.70 0.042 40,862.33 0.171 166,368 008 TRAFFIC CONTROL SUPERVISOR DAY 558.5800 377,041.50 28.500 15,919.53 115.500 64,515 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.1400 9,097.80 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1700 121,890.00 183,238.000 31,150.46 404,445.000 68,755 011 PLASTIC TRAFFIC DRUMS EA 20.2300 48,349.70 27.000 546.21 100.000 2,023 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 58.9200 76,596.00 36.000 2,121.12 94.000 5,538 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 2.6900 44,116.00 2,287.000 6,152.03 5,441.000 14,636 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 19,853.0600 119,118.36 0.254 5,042.68 1.024 20,329 015 TEMPORARY AUTOMATED END OF QUEUE EA 68.2900 85,362.50 0.000 0 WARNING SYSTEM (TYPE 1) DAY 016 END OF QUEUE MONITORING AND EA 574.1200 45,929.60 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY RAILING (TYPE K) LF 17.3800 2,259,400.00 29,816.000 518,202.08 59,632.000 1,036,404 018 TEMPORARY CRASH CUSHION MODULE EA 143.5500 90,436.50 14.000 2,009.70 56.000 8,038 019 TEMPORARY RADAR SPEED FEEDBACK EA 198.1600 3,170.56 1.000 198.16 3.027 599 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 100,215.0300 100,215.03 0.042 4,209.03 0.171 17,136 021 PREPARE STORM WATER POLLUTION PREVENTION LS 3,748.9600 3,748.96 1.000 3,748 PLAN PROGRAM CAS145 PAGE 2 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 33,500.00 2.000 1,000 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 267.7800 5,623.38 0.000 0 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 235.9200 22,884.24 33.000 7,785 026 TEMPORARY FIBER ROLL LF 2.4300 2,867.40 420.000 1,020 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,275.9500 42,759.50 2.000 8,551.90 3.267 13,969 028 STREET SWEEPING LS 524,854.2600 524,854.26 0.042 22,043.88 0.171 89,750 029 TEMPORARY CONCRETE WASHOUT LS 91,260.3700 91,260.37 0.042 3,832.94 0.171 15,605 030 MANAGE SOLID WASTE GENERATED BY PUBLIC HR 26.7800 19,281.60 0.000 0 031 TREATED WOOD WASTE LB 0.6300 28,224.00 0.000 0 032 REMOVE CONCRETE (CY) CY 103.1000 4,948.80 0.000 0 033 CLEARING AND GRUBBING (LS) LS 72,858.3400 72,858.34 0.042 3,060.05 0.171 12,458 034 ROADWAY EXCAVATION CY 26.8000 2,580,840.00 1,500.000 40,200.00 12,411.970 332,640 035 GRAVEL MULCH SQFT 4.7100 9,231.60 0.000 0 036 CLASS 2 AGGREGATE BASE (CY) CY 54.7700 2,382,495.00 3,704.680 202,905.32 7,101.570 388,952 037 LEAN CONCRETE BASE RAPID SETTING CY 166.0600 199,272.00 168.000 27,898.08 168.000 27,898 038 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,220.7300 14,648.76 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 112.5200 4,680,832.00 8,202.820 922,981.31 8,202.820 922,981 040 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.8100 982,934.90 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5200 1,793.60 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5200 61,408.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5200 4,088.80 0.000 0 044 PLACE HOT MIX ASPHALT SQYD 181.3200 23,571.60 0.000 0 (MISCELLANEOUS AREA) 045 TACK COAT TON 749.7900 6,748.11 0.000 0 046 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 224.9400 4,948.68 0.000 0 047 REMOVE ASPHALT CONCRETE DIKE LF 3.9000 3,393.00 100.000 390 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2900 191,334.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CONTINUOUSLY REINFORCED CONCRETE CY 386.7100 14,424,283.00 0.000 0 PAVEMENT 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 405.0000 724,950.00 262.000 106,110.00 262.000 106,110 053 ISOLATION JOINT SEAL (SILICONE) LF 4.1800 202,312.00 0.000 0 054 GRIND EXISTING CONCRETE SQYD 3.4900 277,804.00 0.000 0 PAVEMENT 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,381.9300 145,102.65 0.000 0 (TYPE R) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 1,381.8200 81,527.38 0.000 0 (F) 057 PAVING NOTCH EXTENSION CF 431.5700 22,873.21 0.000 0 058 CLEAN EXPANSION JOINT LF 11.9800 5,271.20 0.000 0 059 JOINT SEAL (MR 1") LF 22.4300 11,461.73 0.000 0 060 REMOVE PEDESTRIAN BARRICADE EA 482.0100 1,446.03 0.000 0 061 PEDESTRIAN BARRICADE EA 482.0100 1,446.03 0.000 0 062 RAPID SETTING CONCRETE (PATCH) CF 1,236.5120 3,091.28 0.000 0 063 REMOVE UNSOUND CONCRETE CF 1,456.7400 3,641.85 0.000 0 064 18" ALTERNATIVE SLOTTED PIPE LF 259.4400 254,251.20 0.000 0 065 24" ALTERNATIVE SLOTTED PIPE LF 408.5900 167,521.90 0.000 0 066 DETECTABLE WARNING SURFACE SQFT 38.5600 5,398.40 0.000 0 067 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.4400 292,992.00 0.000 0 CONCRETE) 068 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,221.0900 51,285.78 0.000 0 CURB RAMP) 069 PRE/POST CONSTRUCTION SURVEYS EA 1,071.1400 17,138.24 8.000 8,569 070 ADJUST MANHOLE FRAME AND COVER EA 1,606.6900 1,606.69 0.000 0 (UTILITY) 071 GUARD RAILING DELINEATOR EA 17.6700 2,827.20 0.000 0 072 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7300 17,035.20 0.000 0 073 MILEPOST MARKER EA 112.4700 1,574.58 0.000 0 074 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 101.7600 1,017.60 0.000 0 075 REMOVE ROADSIDE SIGN EA 101.7600 5,800.32 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE ROADSIDE SIGN EA 53.5500 589.05 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 077 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.7800 12,854.40 0.000 0 078 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.8500 15,039.00 0.000 0 079 FURNISH LAMINATED PANEL SIGN SQFT 32.1300 10,281.60 0.000 0 (2 1/2"-TYPE H) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7800 12,486.80 0.000 0 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7800 11,662.20 0.000 0 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2800 5,976.80 0.000 0 (0.063"-FRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.3500 8,140.00 0.000 0 (0.080"-FRAMED) 084 ROADSIDE SIGN - ONE POST EA 415.6000 34,079.20 0.000 0 085 ROADSIDE SIGN - TWO POST EA 1,044.3500 14,620.90 0.000 0 086 SIGN POST SUPPORT SYSTEM EA 3,748.9600 52,485.44 0.000 0 087 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.7600 1,729.92 0.000 0 METHOD) 088 INSTALL SIGN (MAST-ARM MOUNTED) EA 321.3400 3,856.08 0.000 0 089 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.5700 4,113.60 0.000 0 090 INSTALL ROADSIDE SIGN PANEL ON EA 69.6300 10,444.50 0.000 0 EXISTING POST 091 INSTALL ROADSIDE SIGN EA 8,676.1700 60,733.19 0.000 0 (LAMINATED WOOD BOX POST) 092 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.2000 76,156.00 0.000 0 093 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 40.9700 68,010.20 0.000 0 094 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 76.5900 17,615.70 0.000 0 (STEEL POST) 095 TRANSITION RAILING (TYPE WB-31) EA 6,855.2400 89,118.12 0.000 0 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,338.9100 13,389.10 0.000 0 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,607.3700 106,540.03 0.000 0 098 ALTERNATIVE CRASH CUSHION EA 44,987.5100 44,987.51 0.000 0 099 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 15,676.0000 31,352.00 0.000 0 100 CONCRETE BARRIER (TYPE 60M MOD) LF 99.1700 129,912.70 0.000 0 WITH SCUPPERS 101 REMOVE GUARDRAIL LF 19.5500 42,032.50 0.000 0 102 REMOVE CONCRETE BARRIER (TYPE K) LF 3.1300 3,693.40 1,180.000 3,693 PROGRAM CAS145 PAGE 5 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 THERMOPLASTIC PAVEMENT MARKING SQFT 6.4300 42,695.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.8900 1,502.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 106 REMOVE TRAFFIC STRIPE LF 0.2100 148,890.00 48,168.000 10,115.28 107,080.000 22,486 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2900 185,760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.9300 1,528.30 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 109 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 8,145.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.2800 43,228.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 111 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.7100 2,356.20 0.000 0 112 12" RUMBLE STRIP STA 30.4600 12,793.20 0.000 0 (ASPHALT CONCRETE PAVEMENT) 113 12" RUMBLE STRIP STA 115.4300 56,560.70 0.000 0 (CONCRETE PAVEMENT) 114 CONTRAST STRIPE PAINT (1-COAT) LF 0.2800 40,600.00 0.000 0 115 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 8,055.00 0.000 0 (WARRANTY) (BROKEN 17-7) 116 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.8400 531,080.00 0.000 0 (WARRANTY) (BROKEN 36-12) 117 SUBSURFACE LOCATOR LS 101,757.4500 101,757.45 0.000 0 118 MICROWAVE VEHICLE DETECTION SYSTEM LS 145,984.4600 145,984.46 0.000 0 119 CENSUS SYSTEMS LS 218,660.7100 218,660.71 0.000 0 120 CAMERA SYSTEMS LS 305,448.0400 305,448.04 0.000 0 121 FIBER OPTIC CABLE SYSTEMS LS 3,526,382.2000 3,526,382.20 0.000 0 122 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 280,788.4600 280,788.46 0.000 0 123 MODIFYING RAMP METERING SYSTEMS LS 110,404.7000 110,404.70 0.000 0 124 MODIFYING CAMERA SYSTEMS LS 73,960.5300 73,960.53 0.000 0 125 MODIFYING CENSUS STATION SYSTEMS LS 52,188.7200 52,188.72 0.000 0 126 REMOVING CENSUS STATION SYSTEMS LS 3,494.0300 3,494.03 0.000 0 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 CONTINUOUSLY REINFORCED CONCRETE CY 443.6700 421,486.50 0.000 0 PAVEMENT (RSC) 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 DRILL AND BOND (DOWEL BAR) EA 19.7900 118,542.10 960.000 18,998.40 960.000 18,998 131 PAVING NOTCH EXTENSION CF 420.4600 37,420.94 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430514 TIME 03:04 PM ESTIMATE NO. 005 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,077,881.37 3,765,751.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,077,881.37 3,765,751.66 132 MOBILIZATION LS 3,476,499.8800 3,476,499.88 0.250 869,124.97 0.750 2,607,374 ORIGINAL CONTRACT AMOUNT 45,969,872.00 TOTAL WORK COMPLETED 2,947,006.34 6,373,126.57 MATERIALS ON HAND ON SITE 1,504,500.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 2,942,006.34 7,872,626.57 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 06/27/22 450 08/22/22 08/22/22 06/20/24 78 4 0 0 14% 17% PROGRESS IS SATISFACTORY TAI LAM RESIDENT ENGINEER