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 06/16/23 EST. NO. 023 TIME 11:14 AM R.E. NAME: DONALD HIURA 06-0U4204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0086 8,076.53 E.W. @ F.A.(+) 101322 N 0162.1 0087 8,076.53 102822 N 0167.1 003 0015 3,450.00 E.W. @ F.A.(+) 022822 N 0058.0 0016 300.00 093022 N 0224.0 0017 300.00 103122 N 0225.0 0018 3,000.00 111422 N 0226.0 0019 300.00 113022 N 0227.0 0020 300.00 123122 N 0228.0 0021 300.00 013123 N 0229.0 0022 3,000.00 020823 N 0230.0 0023 300.00 022823 N 0231.0 0024 300.00 033123 N 0232.0 006 0024 71,449.44 E.W. @ U.P (+) 061423 N 0024 0 99,152.50 TOTAL THIS ESTIMATE 1,335,234.80 TOTAL PREVIOUS ESTIMATE 1,434,387.30 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 06/16/23 EST. NO. 023 TIME 11:14 AM R.E. NAME: DONALD HIURA 06-0U4204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE K-RAIL -223,860.00 003 MISSING CPM -68,986.19 003 COZEEP NO SHOW -920.00 004 REC'D CPM 68,986.19 004 HMA WITHHOLD -183,675.00 006 REL PART K-RAIL WITH 200,000.00 006 MISS ANNUAL CEM-4401 -10,000.00 008 RELEASE HMA PASSED 65,175.00 008 REC ANNUAL CEM-4401 10,000.00 009 NO QC RESULTS PAVE#9 -175,500.00 011 NON-COMP K-RAIL #8 23,860.00 011 REL ADMIN DEDUCTION 175,000.00 012 RELESASE 11 FOR HMA 118,500.00 012 MISS ANNUAL CEM-4401 -10,000.00 018 FAILED HMA LOT12 SL4 -17,775.00 019 REC'D ANN CEM-4401 10,000.00 019 K-RAIL LEFT ON SITE -4,668.30 023 -4,668.30 -23,863.30 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 004 MISSING PAYROLL -10,000.00 005 MISSING PAYROLL -5,000.00 007 MISSING PAYROLL -5,000.00 008 REC'D PAYROLL EST.05 10,000.00 011 REC'D PAYROLL EST.08 5,000.00 012 REC'D PAYROLL EST.07 10,000.00 012 MISSING PAYROLL -7,000.00 013 MISSING PAYROLL -7,000.00 014 MISSING PAYROLL -10,000.00 015 REC'D PAYROLL EST.04 5,000.00 016 REC"D PAYROLL EST.15 10,000.00 016 MISSING PAYROLL -3,000.00 017 REC PAYROLL VAR EST 12,000.00 018 MISSING PAYROLL -1,000.00 020 MISSING PAYROLL -6,000.00 021 REC'D PAYROLL EST.20 1,000.00 023 REC'D PAYROLL EST.21 6,000.00 023 7,000.00 0.00 TOTAL DEDUCTIONS 2,331.70 -23,863.30 PROGRAM CAS145 PAGE 1 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 LOCATION PROGRESS ESTIMATE 06-FRE-99-4.9/11.6 ----------------- SECURITY PAVING COMPANY INC IN AND NEAR SELMA FROM 0.1 MI SOUTH 3075 TOWNSGATE ROAD, SUITE 20 OF SECOND STREET UC TO 0.5 MI NORTH WESTLAKE VILLAGE CA 91361 OF MERCED STREET UC FED. AID NO. ACNH-P099(666)E PAVEMENT REHABILITATION (2R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,660.0000 6,660.00 1.000 6,660 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.050 175.00 0.900 3,150 003 TIME-RELATED OVERHEAD (LS) LS 1,800,000.0000 1,800,000.00 0.050 90,000.00 0.900 1,620,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 90,000.00 6.667 40,002 MEETING 005 HOURLY OFF-SITE HR 200.0000 12,000.00 23.000 4,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 139,000.0000 139,000.00 0.050 6,950.00 0.900 125,100 007 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.050 27,500.00 0.900 495,000 008 TYPE III BARRICADE EA 44.5000 23,140.00 16.000 712 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.5500 572,000.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 55.0000 1,320.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 17.0000 41,140.00 256.000 4,352.00 641.000 10,897 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 58.0000 13,920.00 61.000 3,538 SYSTEM DAY 013 PORTABLE LIGHTING SYSTEMS LS 67,000.0000 67,000.00 0.850 56,950 014 TEMPORARY PAVEMENT MARKER EA 2.2500 40,050.00 11,311.000 25,449 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 89,000.0000 89,000.00 0.050 4,450.00 0.900 80,100 016 TEMPORARY AUTOMATED END OF QUEUE EA 178.0000 58,740.00 124.000 22,072 WARNING SYSTEM (TYPE 1) DAY 017 END OF QUEUE MONITORING AND EA 89.0000 56,070.00 78.000 6,942 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 018 TEMPORARY RAILING (TYPE K) LF 10.5000 2,541,000.00 7,220.000 75,810.00 159,620.000 1,676,010 019 TEMPORARY CRASH CUSHION MODULE EA 167.0000 66,800.00 91.000 15,197 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,900.0000 44,500.00 4.000 35,600 021 TEMPORARY TRAFFIC SCREEN LF 1.1000 266,200.00 61,032.000 67,135 PROGRAM CAS145 PAGE 2 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY RADAR SPEED FEEDBACK EA 2,300.0000 27,600.00 2.000 4,600 SIGN SYSTEM 023 JOB SITE MANAGEMENT LS 57,000.0000 57,000.00 0.050 2,850.00 0.900 51,300 024 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 0.500 2,250 PLAN 025 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 026 MOVE-IN/MOVE-OUT EA 900.0000 5,400.00 0.000 0 (TEMPORARY EROSION CONTROL) 027 TEMPORARY HYDROSEED SQYD 0.1000 6,000.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 1,300.0000 13,000.00 0.000 0 029 TEMPORARY FIBER ROLL LF 2.7500 44,825.00 0.000 0 030 TEMPORARY SILT FENCE LF 2.5000 5,000.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 15,600.00 0.000 0 032 STREET SWEEPING LS 344,000.0000 344,000.00 0.050 17,200.00 0.900 309,600 033 TEMPORARY CONCRETE WASHOUT LS 95,500.0000 95,500.00 0.050 4,775.00 0.900 85,950 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 8,910.00 1,710.000 940 STRIPE (HAZARDOUS WASTE) 035 TREATED WOOD WASTE LB 0.1200 87,840.00 0.000 0 036 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 30,900.00 3,521.000 17,605 037 CLEARING AND GRUBBING (LS) LS 83,500.0000 83,500.00 0.835 69,722 038 ROADWAY EXCAVATION CY 21.0000 4,095,000.00 6,120.470 128,529.87 162,282.750 3,407,937 039 SHOULDER BACKING TON 37.0000 90,650.00 1,491.490 55,185 040 CONCRETE BACKFILL CY 700.0000 2,800.00 3.000 2,100 (F) 041 DITCH EXCAVATION CY 14.0000 6,440.00 0.000 0 042 ROCK BLANKET SQFT 28.0000 72,800.00 0.000 0 043 12" CORRUGATED HIGH DENSITY LF 67.0000 14,070.00 235.000 15,745 POLYETHYLENE PIPE CONDUIT 044 HYDROMULCH SQFT 0.0200 18,560.00 501,610.000 10,032 045 HYDROSEED SQFT 0.0200 18,560.00 501,610.000 10,032 046 COMPOST (CY) CY 2.2000 6,094.00 1,477.610 3,250 047 INCORPORATE MATERIALS SQFT 0.0200 18,560.00 136,680.000 2,733 048 CLASS 2 AGGREGATE BASE (CY) CY 52.0000 1,773,200.00 32,926.040 1,712,154 PROGRAM CAS145 PAGE 3 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 HOT MIX ASPHALT (TYPE A) TON 79.0000 10,349,000.00 105,332.180 8,321,242 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 366,000.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 1,350.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 24,150.00 4,188.000 6,282 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 5,085.00 0.000 0 054 PLACE HOT MIX ASPHALT SQYD 1,300.0000 23,400.00 0.000 0 (MISCELLANEOUS AREA) 055 TACK COAT TON 725.0000 58,725.00 60.130 43,594 056 REMOVE ASPHALT CONCRETE DIKE LF 1.6500 35,145.00 1,592.000 2,626 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9000 279,300.00 116,972.960 222,248 058 CONTINUOUSLY REINFORCED CONCRETE CY 250.0000 24,450,000.00 76,278.740 19,069,685 PAVEMENT 059 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 423,300.00 300.520 51,088 060 ISOLATION JOINT SEAL (PREFORMED LF 5.5000 213,400.00 0.000 0 COMPRESSION) 061 GRIND EXISTING CONCRETE SQYD 3.2500 119,275.00 23,074.670 74,992 PAVEMENT 062 54" CAST-IN-DRILLED-HOLE CONCRETE LF 530.0000 26,500.00 0.000 0 PILE (SIGN FOUNDATION) 063 60" CAST-IN-DRILLED-HOLE CONCRETE LF 600.0000 13,800.00 0.000 0 PILE (SIGN FOUNDATION) 064 STRUCTURAL CONCRETE, BARRIER SLAB CY 550.0000 710,600.00 1,291.800 710,490 (F) 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 116,100.00 22.400 60,480 (F) 066 HEAVY BLAST TEXTURE SQFT 3.0000 19,740.00 0.000 0 (F) 067 FURNISH SIGN STRUCTURE (TRUSS) LB 5.5000 222,750.00 0.000 0 (F) 068 INSTALL SIGN STRUCTURE (TRUSS) LB 0.6500 26,325.00 0.000 0 (F) 069 REMOVE SIGN STRUCTURE (EA) EA 6,700.0000 20,100.00 3.000 20,100 070 18" REINFORCED CONCRETE PIPE LF 160.0000 92,800.00 465.000 74,400 071 24" REINFORCED CONCRETE PIPE LF 155.0000 296,050.00 1,720.500 266,677 072 24" BITUMINOUS COATED CORRUGATED STEEL LF 165.0000 5,940.00 56.000 9,240 PIPE (.064" THICK) 073 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 140.0000 18,200.00 86.900 12,166 (.079" THICK) 074 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 140.0000 32,200.00 196.000 27,440 (.109" THICK) 075 12" ENTRANCE TAPER EA 1,300.0000 7,800.00 2.000 2,600 PROGRAM CAS145 PAGE 4 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 12" DOWNDRAIN SLIP JOINT EA 1,300.0000 1,300.00 0.000 0 077 12" ANCHOR ASSEMBLY EA 1,700.0000 1,700.00 0.000 0 078 18" STEEL FLARED END SECTION EA 825.0000 4,950.00 6.000 4,950 079 24" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0 080 18" CONCRETE FLARED END SECTION EA 1,800.0000 3,600.00 1.000 1,800 081 24" CONCRETE FLARED END SECTION EA 2,100.0000 35,700.00 17.000 35,700 082 ABANDON CULVERT (LF) LF 25.0000 46,250.00 0.000 0 083 REMOVE ENTRANCE TAPER EA 555.0000 1,665.00 0.000 0 084 REMOVE CULVERT (LF) LF 53.0000 5,247.00 313.500 16,615 085 REMOVE DOWNDRAIN (EA) EA 875.0000 2,625.00 3.000 2,625 086 REMOVE INLET EA 1,000.0000 22,000.00 10.000 10,000 087 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 23,250.00 0.000 0 088 REMOVE FLARED END SECTION (EA) EA 300.0000 4,500.00 4.000 1,200 089 MODIFY INLET EA 3,000.0000 3,000.00 0.000 0 090 SAND BACKFILL CY 95.0000 20,900.00 0.000 0 091 24" CURED-IN-PLACE PIPELINER LF 145.0000 156,600.00 0.000 0 092 30" CURED-IN-PLACE PIPELINER LF 225.0000 40,500.00 0.000 0 093 ROCK SLOPE PROTECTION CY 335.0000 11,390.00 15.330 5,135 (60 LB, CLASS II, METHOD B) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 960.00 62.440 499 095 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 19,000.00 4.500 4,500 096 DETECTABLE WARNING SURFACE SQFT 40.0000 7,600.00 0.000 0 097 REMOVE DETECTABLE WARNING SURFACE SQFT 22.0000 2,090.00 80.580 1,772 098 MINOR CONCRETE (MISCELLANEOUS CY 720.0000 388,800.00 558.800 402,336 CONSTRUCTION) 099 MINOR CONCRETE (TEXTURED PAVING) CY 1,100.0000 60,500.00 44.000 48,400 100 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,000.0000 50,000.00 17.800 17,800 CURB RAMP) 101 REMOVE CONCRETE CURB (LF) LF 3.3000 858.00 0.000 0 102 REMOVE CONCRETE (CURB, SIDEWALK CY 65.0000 3,510.00 18.300 1,189 AND CURBRAMP) PROGRAM CAS145 PAGE 5 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PRE/POST CONSTRUCTION SURVEYS EA 1,700.0000 13,600.00 0.000 0 104 FRAME AND GRATE EA 550.0000 11,550.00 11.000 6,050 105 PREPARE AND STAIN CONCRETE SQFT 2.2000 21,164.00 0.000 0 106 REMOVE PAVEMENT MARKER EA 1.1000 4,444.00 1,726.000 1,898.60 3,119.000 3,430 107 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 17,340.00 73.000 219 108 REMOVE ROADSIDE SIGN EA 225.0000 29,250.00 16.000 3,600.00 71.000 15,975 109 REMOVE ROADSIDE SIGN EA 400.0000 6,000.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 110 REMOVE SIGN PANEL EA 500.0000 7,500.00 3.000 1,500 111 RELOCATE ROADSIDE SIGN EA 300.0000 2,400.00 0.000 0 112 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 14.0000 35,140.00 439.960 6,159 113 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 6,160.00 173.250 3,811 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 55.0000 44,000.00 385.150 21,183 (0.063"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 55.0000 38,500.00 336.750 18,521 (0.080"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 55.0000 15,400.00 127.500 7,012 (0.063"-FRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 22,800.00 178.270 7,130 (0.080"-FRAMED) 118 METAL (BARRIER MOUNTED SIGN) LB 14.0000 3,360.00 0.000 0 119 ROADSIDE SIGN - ONE POST EA 335.0000 29,480.00 61.000 20,435 120 ROADSIDE SIGN - TWO POST EA 500.0000 13,500.00 18.000 9,000 121 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 800.0000 12,000.00 2.000 1,600 METHOD) 122 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.0000 22,220.00 227.500 2,502 123 INSTALL ROADSIDE SIGN EA 1,400.0000 4,200.00 3.000 4,200 (LAMINATED WOOD BOX POST) 124 FURNISH LAMINATED WOOD BOX POST EA 1,700.0000 10,200.00 5.000 8,500 (TYPE M) 125 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 22.0000 155,540.00 3,202.500 70,455 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 203,360.00 864.000 70,848 127 VEGETATION CONTROL MAT SQYD 28.0000 65,800.00 0.000 0 128 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 55.0000 2,750.00 0.000 0 (STEEL POST) 129 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 28.0000 7,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 55.0000 1,375.00 0.000 0 131 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 60,000.00 0.000 0 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,700.0000 52,700.00 20.000 34,000 133 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 117,000.00 21.000 63,000 134 ALTERNATIVE CRASH CUSHION SYSTEM EA 8,300.0000 24,900.00 2.000 16,600 135 CONCRETE BARRIER (TYPE 60M) LF 63.0000 1,367,100.00 19,569.000 1,232,847 136 CONCRETE BARRIER (TYPE 60MF) LF 245.0000 34,300.00 0.000 0 137 CONCRETE BARRIER (TYPE 60MGF) LF 260.0000 39,000.00 150.000 39,000 138 CONCRETE BARRIER (TYPE 60MS) LF 130.0000 126,100.00 0.000 0 139 CONCRETE BARRIER (TYPE 60MGF LF 225.0000 49,500.00 212.690 47,855 MODIFIED) 140 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 60.0000 111,600.00 1,860.000 111,600 (F) 141 REMOVE GUARDRAIL LF 11.0000 78,210.00 2,816.000 30,976 142 RECONSTRUCT THRIE BEAM BARRIER LF 35.0000 3,500.00 0.000 0 143 REMOVE CONCRETE BARRIER LF 7.0000 13,650.00 192.600 1,348 144 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500 145 REMOVE SINGLE THRIE BEAM BARRIER LF 6.0000 253,800.00 42,285.000 253,710 146 REMOVE DOUBLE THRIE BEAM BARRIER LF 22.0000 1,892.00 86.000 1,892 147 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 6,990.00 0.000 0 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 149 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 211,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 150 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 5,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 151 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 5,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 152 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 27,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 153 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 23,520.00 22,972.500 13,783 154 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 94,490.00 66,765.000 73,441 155 12" RUMBLE STRIP STA 72.0000 34,560.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 7 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 12" RUMBLE STRIP STA 72.0000 48,960.00 0.000 0 (CONCRETE PAVEMENT) 157 CONTRAST STRIPE PAINT (1-COAT) LF 0.3000 24,540.00 0.000 0 158 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.7500 385,000.00 0.000 0 (WARRANTY) (BROKEN 36-12) 159 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 160 RAMP METERING SYSTEM LS 500,000.0000 500,000.00 0.070 35,000.00 0.512 256,000 161 TRAFFIC MONITORING STATION SYSTEM LS 500,000.0000 500,000.00 0.666 333,000 162 MODIFYING LIGHTING SYSTEMS LS 500,000.0000 500,000.00 0.633 316,500 163 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 500,000.0000 500,000.00 0.000 0 164 MODIFYING TRAFFIC MONITORING STATIONS LS 250,000.0000 250,000.00 0.774 193,500 165 MODIFYING CHANGEABLE MESSAGE LS 250,000.0000 250,000.00 0.710 177,500 SIGN SYSTEMS 166 MODIFYING CAMERA SYSTEMS LS 400,000.0000 400,000.00 0.043 17,200.00 0.421 168,400 PROGRAM CAS145 PAGE 8 DATE 06/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4204 TIME 11:14 AM ESTIMATE NO. 023 BID OPENING 02/10/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 06/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 420,290.47 43,232,118.54 ADJUSTMENT OF COMPENSATION 0.00 209,669.19 EXTRA WORK 99,152.50 1,224,718.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 519,442.97 44,666,505.84 167 MOBILIZATION LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 ORIGINAL CONTRACT AMOUNT 61,046,814.00 TOTAL WORK COMPLETED 519,442.97 46,466,505.84 MATERIALS ON HAND ON SITE 1,340,192.24 DEDUCTIONS 2,331.70 -23,863.30 TOTAL 521,774.67 47,782,834.78 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 03/18/21 380 06/07/21 06/07/21 08/11/23 346 174 9 0 74% 89% PROGRESS IS SATISFACTORY DONALD HIURA RESIDENT ENGINEER