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 05/22/24 EST. NO. 013 TIME 10:03 AM R.E. NAME: SHIH, JAMES 07-316004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0024 5,294.36 E.W. @ F.A.(+) 102723 N 0042.0 0039 13,009.31 020524 N 0128.0 0040 18,839.07 020724 N 0129.0 0047 516.56 032024 N 0170.0 0048 573.11 032624 N 0171.0 0049 981.70 031524 N 0177.0 0050 8,870.67 031524 N 0178.0 0051 4,552.09 031524 N 0179.0 0052 14,589.87 032324 N 0188.0 0053 32,402.41 040724 N 0189.0 0054 11,672.91 032024 N 0190.0 003 0002 29,208.31 E.W. @ L.S.(+) 031524 N 1 0 0003 46,160.00 031524 N 2 0 006 0008 2,071.64 E.W. @ U.P (+) 122723 N 0147.0 0009 1,700.00 013024 N 0148.0 0010 1,700.00 022924 N 0149.0 011 0010 2,670.54 E.W. @ F.A.(+) 100423 N 0040.0 0014 1,697.73 110223 N 0049.0 0016 1,697.73 110723 N 0053.0 0017 1,697.73 110623 N 0052.0 0018 1,697.73 110823 N 0054.0 0019 1,697.73 110923 N 0056.0 0020 1,174.40 120423 N 0068.0 0021 1,174.40 120523 N 0070.0 015 0001 1,633.61 A.C. @ F.A.(+) 021424 N 0135.0 0002 4,658.79 021524 N 0136.0 0003 7,380.46 022124 N 0137.0 016 0044 5,277.00 E.W. @ F.A.(+) 012924 N 0130.0 0045 30,363.38 112723 N 0151.0 0046 18,711.24 031824 N 0167.0 0047 19,899.03 031924 N 0168.0 018 0001 1,061.62 A.C. @ F.A.(+) 112823 N 0092.0 0002 728.62 112923 N 0093.0 0003 588.04 120523 N 0094.0 0004 1,199.68 121323 N 0095.0 0005 2,090.63 121423 N 0096.0 0006 469.25 110123 N 0097.0 0007 3,272.07 010924 N 0117.0 0008 1,502.59 012424 N 0123.0 020 0001 698.79 E.W. @ F.A.(+) 012424 N 0155.0 0002 2,942.12 012524 N 0156.0 0003 1,211.06 012524 N 0157.0 0004 4,811.80 012524 N 0158.0 0005 6,182.78 113023 N 0152.0 0006 3,619.39 120123 N 0153.0 022 0001 1,569.96 A.C. @ F.A.(+) 022724 N 0131.0 026 0001 3,278.04 A.C. @ F.A.(+) 020224 N 0159.0 0002 2,824.35 021024 N 0160.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/22/24 EST. NO. 013 TIME 10:03 AM R.E. NAME: SHIH, JAMES 07-316004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 331,624.30 TOTAL THIS ESTIMATE 1,581,520.42 TOTAL PREVIOUS ESTIMATE 1,913,144.72 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 05/22/24 EST. NO. 013 TIME 10:03 AM R.E. NAME: SHIH, JAMES 07-316004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE VIOLATION DEDUCT -194,296.60 011 0.00 -194,296.60 TOTAL DEDUCTIONS 0.00 -194,296.60 PROGRAM CAS145 PAGE 1 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 LOCATION RERUN PROGRESS ESTIMATE 07-LA-14-R60.7/R77.0 ----------------------- GUY F. ATKINSON IN PALMDALE AND LANCASTER, FROM 18201 VON KARMAN AVENUE; TECHNOLOGY DRIVE UNDERCROSSING TO IRVINE CA 92612 AVENUE A OVERCROSSING FED. AID NO. N O N E RECONSTRUCT PAVEMENT STRUCTURAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 RENEWABLE DIESEL REPORT EA 500.0000 6,000.00 4.000 2,000 002 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.030 240.00 0.324 2,592 004 TIME-RELATED OVERHEAD (WDAY) WDAY 12,323.0000 8,626,100.00 21.000 258,783.00 226.000 2,784,998 005 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 108,000.00 4.000 24,000 MEETING 006 HOURLY OFF-SITE HR 200.0000 20,000.00 16.070 3,214 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 263,400.0000 263,400.00 0.800 210,720 008 TRAFFIC CONTROL SYSTEM LS 2,244,000.0000 2,244,000.00 0.030 67,320.00 0.324 727,056 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 767.0000 153,400.00 326.000 250,042 010 TRAFFIC CONE EA 14.5000 1,450.00 18.000 261 011 TYPE III BARRICADE EA 184.0000 16,008.00 18.000 3,312 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 424,050.00 157,403.000 86,571.65 527,424.000 290,083 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 41,650.00 323.000 11,305.00 606.000 21,210 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 228.0000 38,760.00 60.000 13,680.00 658.000 150,024 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 4.5000 34,200.00 2,452.000 11,034.00 6,848.000 30,816 016 TEMPORARY AUTOMATED END OF QUEUE EA 163.0000 88,020.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 017 TEMPORARY RAILING (TYPE K) LF 12.3000 3,751,500.00 15,215.000 187,144.50 265,310.000 3,263,313 018 TEMPORARY CRASH CUSHION MODULE EA 248.0000 94,240.00 112.000 27,776.00 364.000 90,272 019 JOB SITE MANAGEMENT LS 175,500.0000 175,500.00 0.030 5,265.00 0.324 56,862 020 PREPARE STORM WATER POLLUTION PREVENTION LS 30,000.0000 30,000.00 1.000 30,000 PLAN 021 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 022 TEMPORARY HYDRAULIC MULCH SQYD 1.6000 2,928.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 5.4000 10,368.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 334.0000 53,440.00 151.000 50,434 025 TEMPORARY FIBER ROLL LF 6.0000 12,600.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 4.6000 23,000.00 8.000 36.80 857.000 3,942 027 TEMPORARY SILT FENCE LF 5.0000 25,000.00 1,000.000 5,000 028 TEMPORARY CONSTRUCTION ENTRANCE EA 17,600.0000 510,400.00 3.000 52,800.00 10.000 176,000 029 STREET SWEEPING LS 1,049,600.0000 1,049,600.00 0.030 31,488.00 0.324 340,070 030 TEMPORARY CONCRETE WASHOUT LS 10,920.0000 10,920.00 0.030 327.60 0.324 3,538 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 69,650.00 137,932.000 48,276 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.3600 190,800.00 63,180.000 22,744.80 92,240.000 33,206 033 CLEARING AND GRUBBING (LS) LS 84,025.0000 84,025.00 0.100 8,402.50 0.590 49,574 034 ROADWAY EXCAVATION CY 26.5000 11,739,500.00 63,648.000 1,686,672.00 179,611.000 4,759,691 035 ROADWAY EXCAVATION (TYPE Z-2) CY 207.0000 461,610.00 30.000 6,210.00 688.790 142,579 (AERIALLY DEPOSITED LEAD) 036 ROADWAY EXCAVATION (TYPE COM) CY 142.0000 36,920.00 198.900 28,243 (AERIALLY DEPOSITED LEAD) 037 SHOULDER BACKING TON 39.0000 364,650.00 8,587.280 334,903 038 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.8500 886,150.00 86,000.000 159,100.00 86,000.000 159,100 CLASS A1 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,040.0000 3,120.00 0.000 0 040 HYDROMULCH SQFT 0.0600 6,480.00 0.000 0 041 HYDROSEED SQFT 0.1100 11,880.00 0.000 0 042 CLASS 3 AGGREGATE BASE (CY) CY 32.6500 5,126,050.00 5,716.000 186,627.40 60,944.200 1,989,828 043 LEAN CONCRETE BASE CY 144.0000 5,961,600.00 2,000.000 288,000.00 5,942.270 855,686 044 LEAN CONCRETE BASE RAPID SETTING CY 458.5000 13,434,050.00 0.000 0 045 BASE BOND BREAKER SQYD 3.5000 1,771,000.00 21,540.000 75,390 046 HOT MIX ASPHALT (TYPE A) TON 133.0000 1,915,200.00 39,897.910 5,306,422 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 174.0000 2,053,200.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7000 6,831.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.6000 141,700.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 889.0000 27,559.00 52.170 46,379 051 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 955.0000 3,820.00 0.000 0 052 REMOVE ASPHALT CONCRETE DIKE LF 1.1000 56,100.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.6000 415,840.00 38,898.000 178,930 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 DRILL AND BOND (DOWEL BAR) EA 20.0000 262,000.00 9,605.000 192,100 056 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 574.0000 3,386,600.00 5,083.510 2,917,934 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 GRIND EXISTING CONCRETE SQYD 4.1000 1,373,500.00 17,014.000 69,757.40 324,194.000 1,329,195 PAVEMENT 059 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,115.0000 524,050.00 0.000 0 PILE (SIGN FOUNDATION) 060 AGGREGATE BASE (APPROACH SLAB) CY 384.0000 16,512.00 6.800 2,611 061 STRUCTURAL CONCRETE, APPROACH SLAB CY 972.0000 421,848.00 159.050 154,596.60 268.990 261,458 (TYPE R) 062 MINOR CONCRETE CY 811.0000 4,055.00 0.000 0 (F) 063 MINOR CONCRETE (MINOR STRUCTURE) CY 2,687.0000 268,700.00 28.280 75,988 (F) 064 PAVING NOTCH EXTENSION CF 136.0000 31,688.00 84.100 11,437.60 101.740 13,836 065 JOINT SEAL (MR 1") LF 93.0000 9,858.00 0.000 0 066 JOINT SEAL (MR 1 1/2") LF 96.5000 19,686.00 0.000 0 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 068 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 069 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.6000 21,600.00 0.000 0 (F) WITHOUT WALKWAY) 070 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 8.6000 19,350.00 0.000 0 (F) WITHOUT WALKWAY) 071 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 2,247.0000 22,470.00 0.000 0 072 REMOVE SIGN STRUCTURE (EA) EA 6,748.0000 94,472.00 0.000 0 073 DESIGN POLLUTION PREVENTION CY 27.0000 116,100.00 0.000 0 INFILTRATION AREA (ROCK) 074 18" REINFORCED CONCRETE PIPE LF 1,629.0000 6,516.00 0.000 0 075 REMOVE CATCH BASIN EA 2,240.0000 2,240.00 0.000 0 076 ROCK SLOPE PROTECTION CY 230.0000 16,100.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION CY 1,200.0000 1,200.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.6000 320.00 0.000 0 079 DETECTABLE WARNING SURFACE SQFT 42.5000 15,300.00 0.000 0 080 MINOR CONCRETE (STAMPED CONCRETE) SQFT 8.7000 434,130.00 0.000 0 081 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,597.0000 143,730.00 0.000 0 CURB RAMP) 082 REMOVE CONCRETE CY 203.0000 18,270.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 083 PRE/POST CONSTRUCTION SURVEYS EA 1,303.0000 24,757.00 0.000 0 084 MISCELLANEOUS IRON AND STEEL LB 6.3000 2,520.00 0.000 0 (F) 085 REMOVE PAVEMENT MARKER EA 0.9000 8,100.00 1,625.000 1,462.50 10,594.000 9,534 086 REMOVE DELINEATOR EA 40.5000 13,770.00 0.000 0 087 DELINEATOR (CLASS 1) EA 45.5000 3,822.00 0.000 0 088 DELINEATOR (CLASS 2) EA 91.0000 22,750.00 0.000 0 089 GUARD RAILING DELINEATOR EA 35.5000 60,350.00 0.000 0 090 PAVEMENT MARKER EA 21.0000 310,800.00 0.000 0 (RETROREFLECTIVE-RECESSED) 091 MILEPOST MARKER EA 126.0000 7,182.00 0.000 0 092 TREATMENT BEST MANAGEMENT EA 137.0000 6,850.00 0.000 0 PRACTICE MARKER 093 OBJECT MARKER (TYPE P) EA 137.0000 274.00 0.000 0 094 OBJECT MARKER (TYPE K-2) EA 106.0000 424.00 0.000 0 095 OBJECT MARKER (TYPE L-1) EA 96.0000 94,080.00 0.000 0 096 OBJECT MARKER (TYPE L-2) EA 96.0000 13,440.00 0.000 0 097 REMOVE MARKER EA 35.0000 41,300.00 0.000 0 098 REMOVE ROADSIDE SIGN (WOOD POST) EA 96.0000 48,000.00 7.000 672 099 REMOVE ROADSIDE SIGN (METAL POST) EA 237.0000 23,700.00 0.000 0 100 REMOVE ROADSIDE SIGN EA 45.5000 9,100.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 101 REMOVE ROADSIDE SIGN PANEL EA 85.0000 2,210.00 0.000 0 102 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.5000 77,900.00 0.000 0 103 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.5000 12,200.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.0000 115,080.00 0.000 0 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.4000 41,040.00 0.000 0 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 65,760.00 0.000 0 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 9,880.00 0.000 0 (0.063"-FRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 69,420.00 0.000 0 (0.080"-FRAMED) 109 METAL (ROADSIDE SIGN) LB 25.0000 9,750.00 0.000 0 110 ROADSIDE SIGN - ONE POST EA 460.0000 207,000.00 0.000 0 111 ROADSIDE SIGN - TWO POST EA 1,187.0000 154,310.00 0.000 0 112 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.0000 23,230.00 0.000 0 METHOD) 113 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 16,500.00 0.000 0 114 INSTALL ROADSIDE SIGN EA 3,914.0000 430,540.00 0.000 0 (LAMINATED WOOD BOX POST) 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 36.5000 1,569,500.00 25.000 912 117 VEGETATION CONTROL (MINOR CONCRETE) SQYD 53.6000 1,179,200.00 0.000 0 118 TRANSITION RAILING (TYPE WB-31) EA 5,020.0000 125,500.00 1.000 5,020 119 END CAP (TYPE A) EA 304.0000 6,992.00 0.000 0 120 END CAP (TYPE TC) EA 304.0000 20,064.00 41.000 12,464 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,115.0000 33,450.00 0.000 0 122 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,564.0000 182,560.00 1.000 4,564 123 CRASH CUSHION (SCI-100GM) EA 45,235.0000 723,760.00 0.000 0 124 REMOVE GUARDRAIL LF 7.6000 250,800.00 4,924.200 37,423 125 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 126 MODIFY GUARDRAIL LF 73.0000 3,650.00 0.000 0 127 REMOVE CRASH CUSHION (SAND FILLED) EA 131.0000 3,668.00 0.000 0 128 PREFORMED THERMOPLASTIC PAVEMENT SQFT 11.6000 266,800.00 0.000 0 MARKING 129 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 117,750.00 0.000 0 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 425,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 34,760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 132 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 140,100.00 80,325.000 24,097.50 90,342.000 27,102 133 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 5,440.00 0.000 0 134 6" RUMBLE STRIP STA 51.0000 86,700.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 135 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.5000 62,150.00 0.000 0 136 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.8000 29,340.00 0.000 0 (BROKEN 17-7) 137 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.8000 464,400.00 0.000 0 (BROKEN 36-12) 138 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.2000 25,344.00 0.000 0 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,628.0000 15,628.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 140 LIGHTING SYSTEM LS 7,756,298.0000 7,756,298.00 0.050 387,814.90 0.050 387,814 141 TRAFFIC MONITORING STATION SYSTEM LS 1,159,196.0000 1,159,196.00 0.000 0 142 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 133,740.0000 133,740.00 0.000 0 143 MODIFYING AUTOMATIC VEHICLE LS 81,523.0000 81,523.00 0.000 0 CLASSIFICATION STATION 144 MODIFYING LIGHTING SYSTEMS LS 215,384.0000 215,384.00 0.000 0 145 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 106,705.0000 106,705.00 0.000 0 146 REMOVING LIGHTING SYSTEMS LS 348,398.0000 348,398.00 0.100 34,839.80 0.100 34,839 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 148 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 0.000 0 149 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 15,000.00 0.000 0 150 JOINTED PLAIN CONCRETE PAVEMENT CY 281.4000 33,880,560.00 30,289.000 8,523,324 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.8500 1,848,600.00 0.000 0 153 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3000 94,800.00 0.000 0 154 TRANSITION RAILING (TYPE STB) EA 4,818.0000 101,178.00 21.000 101,178 155 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 55.0000 308,550.00 5,774.000 317,570 156 REMOVE SINGLE METAL BEAM BARRIER LF 10.2000 64,260.00 6,400.000 65,280 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINTED PLAIN CONCRETE PAVEMENT CY 270.0000 24,678,000.00 0.000 0 (RSC) 159 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 2.2000 464,200.00 65,029.820 143,065.60 72,029.820 158,465 PROGRAM CAS145 PAGE 8 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-316004 TIME 10:03 AM ESTIMATE NO. 013 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SHIH, JAMES DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,938,600.15 37,014,264.09 ADJUSTMENT OF COMPENSATION 32,257.71 32,257.71 EXTRA WORK 299,366.59 1,880,887.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,270,224.45 38,927,408.81 160 MOBILIZATION LS 11,388,250.0000 11,388,250.00 0.950 10,818,837 ORIGINAL CONTRACT AMOUNT 160,193,801.00 TOTAL WORK COMPLETED 4,270,224.45 49,746,246.31 MATERIALS ON HAND ON SITE 378,868.69 1,351,338.79 DEDUCTIONS 0.00 -194,296.60 TOTAL 4,649,093.14 50,903,288.50 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 03/03/23 700 05/01/23 05/01/23 04/20/26 225 37 0 0 30% 32% PROGRESS IS SATISFACTORY SHIH, JAMES RESIDENT ENGINEER