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 07/21/22 EST. NO. 022 TIME 01:50 PM R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN 12-0N8604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0004 2,580.00 A.C. @ L.S.(+) 071822 N 4 0 2,580.00 TOTAL THIS ESTIMATE 200,941.60 TOTAL PREVIOUS ESTIMATE 203,521.60 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 07/21/22 EST. NO. 022 TIME 01:50 PM R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN 12-0N8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 LOCATION PROGRESS ESTIMATE 12-ORA-73-23.7/24.1 ----------------- BEADOR CONSTRUCTION COMPANY, IN ORANGE COUNTY, IN NEWPORT, FROM INC. 0.3 MILE NORTH OF BISON AVENUE TO 26320 LESTER CIRCLE; 0.3 MILE SOUTH OF UNIVERSITY DRIVE CORONA CA 92883 FED. AID NO. HSNH-P037(140)E WIDEN EXISTING LANE FROM ONE TO TWO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.950 4,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 137,500.00 275.000 137,500 004 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 1.000 22,000 005 TRAFFIC CONTROL SYSTEM LS 440,120.7500 440,120.75 1.000 440,120 006 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 4,810.00 109.000 4,033 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 1.000 10,000 SYSTEMS 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 1.000 25,000 009 TEMPORARY RAILING (TYPE K) LF 9.5000 49,875.00 5,680.000 53,960 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,100.0000 14,700.00 7.000 14,700 011 TEMPORARY TRAFFIC SCREEN LF 3.5000 18,375.00 5,100.000 17,850 012 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 19,000.00 5.000 2,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,500.00 5.000 2,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 017 TEMPORARY HYDRAULIC MULCH SQYD 1.6000 7,648.00 4,711.000 7,537 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 840.00 8.000 840 019 TEMPORARY FIBER ROLL LF 6.5000 15,665.00 2,051.200 13,332 020 TEMPORARY GRAVEL BAG BERM LF 5.0000 11,250.00 1,977.000 9,885 021 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 3,200.00 1.000 3,200 022 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000 PROGRAM CAS145 PAGE 2 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 024 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 10,000.00 3.000 3,000 025 WATER QUALITY MONITORING REPORT EA 800.0000 8,000.00 3.000 2,400 026 TEMPORARY FENCE (TYPE ESA) LF 4.3000 8,600.00 1,550.000 6,665 027 TREATED WOOD WASTE LB 4.0400 4,161.20 1,030.000 4,161 028 INVASIVE SPECIES CONTROL LS 5,500.0000 5,500.00 1.000 5,500 029 ADJUST WATER VALVE COVER TO GRADE EA 1,100.0000 1,100.00 1.000 1,100 030 REMOVE CONCRETE (CY) CY 150.0000 8,100.00 63.780 9,567 031 CLEARING AND GRUBBING (LS) LS 85,000.0000 85,000.00 1.000 85,000 032 ROADWAY EXCAVATION CY 50.0000 387,500.00 8,629.640 431,482 033 STRUCTURE EXCAVATION (BRIDGE) CY 250.0000 35,500.00 142.000 35,500 (F) 034 STRUCTURE EXCAVATION (TYPE D) CY 125.0000 35,625.00 285.000 35,625 (F) 035 STRUCTURE EXCAVATION (RETAINING WALL) CY 60.0000 57,900.00 965.000 57,900 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 1,000.0000 29,000.00 29.000 29,000 (F) 037 STRUCTURE BACKFILL (RETAINING WALL) CY 115.0000 108,675.00 945.000 108,675 (F) 038 WEED GERMINATION SQYD 1.2600 9,828.00 7,800.000 9,828 039 PLANT (GROUP F) EA 2.9900 4,724.20 1,580.000 4,724 040 PLANT (GROUP A) EA 8.3000 20,833.00 2,910.000 24,153 041 PLANT (GROUP B) EA 25.0500 175.35 7.000 175 042 PLANT (GROUP U) EA 123.9000 3,717.00 30.000 3,717 043 MAINTAIN EXISTING PLANTED AREAS LS 10,395.0000 10,395.00 0.000 0 044 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.080 1,920.00 0.400 9,600 045 WOOD MULCH CY 70.0000 53,900.00 800.000 56,000 046 CONCRETE GRID PAVING UNITS SQFT 21.0000 25,200.00 1,200.000 25,200 047 EDGING LF 12.5000 3,125.00 250.000 3,125 048 CHECK AND TEST EXISTING IRRIGATION LS 3,150.0000 3,150.00 1.000 3,150 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 2,100.0000 2,100.00 1.000 2,100 PROGRAM CAS145 PAGE 3 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTROL AND NEUTRAL CONDUCTORS LS 777.0000 777.00 1.000 777 051 1 1/2" REMOTE CONTROL VALVE EA 693.0000 1,386.00 1.000 693 052 2" REMOTE CONTROL VALVE EA 745.5000 5,218.50 4.000 2,982 053 12 STATION IRRIGATION CONTROLLER EA 12,180.0000 12,180.00 0.000 0 (WALL MOUNTED) 054 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 62.7400 5,081.94 81.000 5,081 055 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 135.5000 5,691.00 42.000 5,691 056 RISER SPRINKLER ASSEMBLY EA 27.8300 3,339.60 120.000 3,339 057 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.9900 16,159.50 4,050.000 16,159 (F) LINE) 058 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.3100 7,025.30 1,630.000 7,025 (F) (SUPPLY LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5200 1,808.00 400.000 1,808 (F) (SUPPLY LINE) 060 2" PLASTIC PIPE (SCHEDULE 40) LF 4.7300 3,547.50 750.000 3,547 (F) (SUPPLY LINE) 061 2" PLASTIC PIPE (CLASS 315) LF 6.3100 5,300.40 570.000 3,596 (F) (SUPPLY LINE) 062 BALL VALVE EA 656.2500 1,968.75 3.000 1,968 063 PVC PIPE CONDUIT (SLEEVE) LF 15.2300 4,112.10 270.000 4,112 (F) 064 CLASS 3 AGGREGATE SUBBASE CY 48.0000 162,720.00 3,487.000 167,376 065 CLASS 3 AGGREGATE BASE (CY) CY 205.0000 6,355.00 31.000 6,355 066 HOT MIX ASPHALT (TYPE A) TON 80.0000 501,600.00 5,437.290 434,983 067 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 132,000.00 1,384.880 138,488 068 FURNISH STEEL PILING (HP 14 X 117) LF 63.0000 32,193.00 541.000 34,083 069 DRIVE STEEL PILE (HP 14 X 117) EA 9,000.0000 99,000.00 11.650 104,850 070 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 289,600.00 182.710 292,336 071 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 78,400.00 49.000 78,400 PILE (SIGN FOUNDATION) 072 PRESTRESSING CAST-IN-PLACE CONCRETE LS 61,000.0000 61,000.00 1.000 61,000 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 23,400.00 26.000 23,400 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 2,700.0000 834,300.00 309.000 834,300 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 530.0000 112,890.00 213.000 112,890 (F) (POLYMER FIBER) 076 STRUCTURAL CONCRETE, RETAINING WALL CY 890.0000 310,610.00 349.000 310,610 (F) PROGRAM CAS145 PAGE 4 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 842.0000 37,890.00 45.000 37,890 (F) (TYPE N) 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,780.0000 10,502.00 5.900 10,502 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 2,625.0000 7,875.00 3.000 7,875 (F) 080 CONCRETE SURFACE TEXTURE SQFT 5.5000 5,302.00 964.000 5,302 (F) (FORMED RELIEF) 081 DRILL AND BOND DOWEL LF 26.0000 11,414.00 439.000 11,414 082 CLEAN EXPANSION JOINT LF 94.0000 5,264.00 56.000 5,264 083 JOINT SEAL ASSEMBLY (MR 4") LF 365.0000 29,200.00 80.000 29,200 084 BAR REINFORCING STEEL (BRIDGE) LB 0.8300 184,841.00 222,700.000 184,841 (F) 085 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1600 50,741.88 43,743.000 50,741 (F) 086 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.2500 119,382.50 28,090.000 119,382 (F) 087 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 14,045.00 28,090.000 14,045 (F) 088 REMOVE RETAINING WALL (LF) LF 300.0000 15,000.00 50.000 15,000 089 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000 090 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,000.0000 8,000.00 1.000 8,000 091 24" REINFORCED CONCRETE PIPE LF 315.0000 16,065.00 51.000 16,065 092 WELDED STEEL PIPE CASING (BRIDGE) LF 315.0000 12,600.00 40.000 12,600 093 REMOVE EDGE DRAIN LF 10.0000 19,700.00 2,026.100 20,261 094 REMOVE OVERSIDE DRAIN EA 1,850.0000 1,850.00 1.000 1,850 095 REMOVE CULVERT (LF) LF 200.0000 5,800.00 29.000 5,800 096 REMOVE INLET EA 3,200.0000 6,400.00 2.000 6,400 097 SLOPE PAVING (CONCRETE) CY 2,000.0000 14,000.00 7.000 14,000 098 ROCK SLOPE PROTECTION CY 570.0000 6,840.00 12.000 6,840 (F) (300 LB, CLASS IV, METHOD B) (CY) 099 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 80.0000 1,600.00 20.000 1,600 100 MINOR CONCRETE (CURB AND GUTTER) CY 740.0000 15,540.00 21.000 15,540 101 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 7.0000 124,600.00 19,918.000 139,426 CONCRETE) 102 REMOVE CONCRETE (CURB AND GUTTER) (CY) CY 285.0000 6,270.00 22.000 6,270 103 MISCELLANEOUS IRON AND STEEL LB 9.4000 6,128.80 652.000 6,128 (F) PROGRAM CAS145 PAGE 5 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 41,385.00 2,759.000 41,385 (F) 105 ROCK STAIN SQFT 1.7000 30,260.00 17,800.000 30,260 106 REMOVE CHAIN LINK FENCE LF 11.5500 4,042.50 350.000 4,042 107 CONCRETE BARRIER DELINEATOR EA 26.0000 1,768.00 110.000 2,860 108 REMOVE PAVEMENT MARKER EA 1.0500 1,365.00 1,208.000 1,268 109 DELINEATOR (CLASS 1) EA 80.0000 1,120.00 11.000 880 110 GUARD RAILING DELINEATOR EA 50.0000 1,850.00 37.000 1,850 111 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 2,856.00 1,575.000 3,307 112 REMOVE ROADSIDE SIGN EA 105.0000 630.00 6.000 630 113 REMOVE SIGN FROM SIGN FRAME EA 260.0000 780.00 3.000 780 114 RELOCATE ROADSIDE SIGN-ONE POST EA 285.0000 570.00 2.000 570 115 RELOCATE ROADSIDE SIGN EA 285.0000 285.00 1.000 285 116 FURNISH LAMINATED PANEL SIGN SQFT 29.6100 13,028.40 440.000 13,028 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH LAMINATED PANEL SIGN SQFT 36.3200 2,832.96 78.000 2,832 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.2300 768.74 38.000 768 (0.063"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4500 1,867.50 150.000 1,867 (0.080"-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0400 1,597.20 55.000 1,597 (0.063"-FRAMED) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.1600 614.88 18.000 614 (0.080"-FRAMED) 122 METAL (BARRIER MOUNTED SIGN) LB 12.0000 17,040.00 1,420.000 17,040 123 METAL (RAIL MOUNTED SIGN) LB 12.0000 14,400.00 1,200.000 14,400 124 ROADSIDE SIGN - ONE POST EA 260.0000 1,560.00 6.000 1,560 125 ROADSIDE SIGN - TWO POST EA 525.0000 1,575.00 3.000 1,575 126 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 3.6000 1,584.00 440.000 1,584 127 INSTALL BRIDGE MOUNTED SIGN EA 1,300.0000 2,600.00 2.000 2,600 PANEL (VERTICAL CLEARANCE) 128 MIDWEST GUARDRAIL SYSTEM LF 30.4500 13,398.00 440.000 13,398 129 CHAIN LINK RAILING (TYPE 7) LF 102.9000 35,603.40 346.000 35,603 (F) PROGRAM CAS145 PAGE 6 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 820.0000 8,200.00 10.000 8,200 (F) 131 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 4,200.00 1.000 4,200 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,095.0000 4,095.00 1.000 4,095 133 CONCRETE BARRIER (TYPE 60PR) LF 400.0000 9,600.00 24.000 9,600 134 CONCRETE BARRIER (TYPE 60PR LF 605.0000 14,520.00 24.000 14,520 MODIFIED) 135 CONCRETE BARRIER (TYPE 836) LF 173.0000 63,491.00 481.970 83,380 136 CONCRETE BARRIER (TYPE 836A) LF 164.0000 68,716.00 419.000 68,716 (F) 137 CONCRETE BARRIER (TYPE 836B) LF 207.0000 60,651.00 293.000 60,651 (F) 138 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 138.0000 57,684.00 418.000 57,684 139 REMOVE GUARDRAIL LF 8.9300 5,715.20 640.000 5,715 140 REMOVE CONCRETE BARRIER LF 10.0000 8,000.00 800.000 8,000 141 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2000 4,116.00 1,004.000 4,216 (ENHANCED WET NIGHT VISIBILITY) 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 975.20 2,212.000 1,172 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 143 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 6,837.00 14,130.000 7,488 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 144 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1900 5,092.00 39,084.000 7,425 145 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.5800 600.40 336.000 530 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 10,395.00 16,008.000 10,085 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 2,637.60 2,636.000 2,214 (ENHANCED WET NIGHT VISIBILITY) 148 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 890.40 1,021.000 857 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 149 REMOVE PAINTED TRAFFIC STRIPE LF 0.2100 5,628.00 18,137.000 3,808 150 REMOVE PAINTED PAVEMENT MARKING SQFT 1.2600 478.80 186.000 234 151 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 5,512.00 27,103.000 7,046 152 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.2600 793.80 805.000 1,014 153 SIGNAL AND LIGHTING SYSTEM LS 192,000.0000 192,000.00 0.996 191,232 154 MODIFYING FIBER OPTIC CABLE LS 90,300.0000 90,300.00 0.996 89,938 SYSTEMS PROGRAM CAS145 PAGE 7 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 MODIFYING LIGHTING SYSTEMS LS 69,500.0000 69,500.00 1.000 69,500 156 MODIFYING RAMP METERING SYSTEMS LS 9,950.0000 9,950.00 1.000 9,950 PROGRAM CAS145 PAGE 8 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8604 TIME 01:50 PM ESTIMATE NO. 022 BID OPENING 06/10/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOUBEEN, JAY/CE- JAVAHERNESHAN DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,920.00 6,233,840.99 ADJUSTMENT OF COMPENSATION 2,580.00 132,362.19 EXTRA WORK 0.00 71,159.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,500.00 6,437,362.59 157 MOBILIZATION LS 431,632.7500 431,632.75 1.000 431,632 ORIGINAL CONTRACT AMOUNT 6,700,400.00 TOTAL WORK COMPLETED 4,500.00 6,868,995.34 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,500.00 6,868,995.34 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 07/23/20 515 10/19/20 09/16/20 01/13/23 388 64 0 0 99% 75% PROGRESS IS SATISFACTORY JOUBEEN, JAY/CE- JAVAHERNESHAN RESIDENT ENGINEER