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 01/03/24 EST. NO. 020 TIME 04:11 PM R.E. NAME: TROY SCHEIBER 10-0Y2104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 017 0002 3,136.23 E.W. @ F.A.(+) 082322 N 111 0 0003 10,393.75 092122 N 112 0 0004 3,934.14 092222 N 113 0 17,464.12 TOTAL THIS ESTIMATE 1,491,085.98 TOTAL PREVIOUS ESTIMATE 1,508,550.10 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 01/03/24 EST. NO. 020 TIME 04:11 PM R.E. NAME: TROY SCHEIBER 10-0Y2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 010 MISS ANNUAL CEM-4401 -10,000.00 016 REC'D 4401 FOR 2021 10,000.00 018 REC'D 4401 FOR 2022 10,000.00 018 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 010 RECD PAYROLLS EST 5 10,000.00 011 RECD PAYROLLS EST 9 10,000.00 011 MISSING PAYROLLS -3,000.00 012 MISSING PAYROLLS -10,000.00 013 RECD PAYROLLS EST 12 3,000.00 015 MISSING PAYROLLS -10,000.00 016 REC'D PAYROLL 20,000.00 019 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 LOCATION FINAL ESTIMATE 10-TUO-108-R4.3/R5.1 -------------- SIERRA MOUNTAIN CONSTRUCTION IN TUOLUMNE COUNTY ON STATE ROUTE INC. 108 WITHIN THE EAST SONORA BYPASS 13919 MONO WAY,; STAGE II LIMITS AT PEACEFUL OAK SONORA CA 95370 INTERCHANGE FED. AID NO. N O N E CONSTRUCT EASTBOUND ONRAMP AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 1.000 12,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 202,500.00 253.000 379,500 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 005 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 1.000 130,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 5.3000 1,802.00 1,732.000 9,179 007 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 2,145.00 39.000 2,145 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 12,900.0000 12,900.00 1.000 12,900 SYSTEMS 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,490.0000 15,490.00 1.000 15,490 010 TEMPORARY RAILING (TYPE K) LF 27.5000 50,050.00 3,100.000 85,250 011 TEMPORARY CRASH CUSHION MODULE EA 235.0000 19,505.00 83.000 19,505 012 TEMPORARY TRAFFIC SCREEN LF 6.6000 12,012.00 1,800.000 11,880 013 JOB SITE MANAGEMENT LS 150,730.0000 150,730.00 1.000 150,730 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,844.0000 1,844.00 1.000 1,844 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 12.000 6,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 195.0000 2,340.00 10.000 1,950 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 2.000 4,000 018 TEMPORARY SOIL BINDER SQYD 0.4200 11,340.00 14,775.000 6,205 019 TEMPORARY DRAINAGE INLET PROTECTION EA 181.0000 7,964.00 30.000 5,430 020 TEMPORARY FIBER ROLL LF 3.1100 18,660.00 2,000.000 6,220 021 TEMPORARY STRAW BALE BARRIER LF 8.5000 8,500.00 1,000.000 8,500 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,065.0000 20,325.00 3.000 12,195 PROGRAM CAS145 PAGE 2 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 63,000.0000 63,000.00 1.000 63,000 024 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 527.0000 1,054.00 2.000 1,054 026 WATER QUALITY MONITORING REPORT EA 790.0000 1,580.00 2.000 1,580 027 WATER QUALITY ANNUAL REPORT EA 790.0000 790.00 2.000 1,580 028 TREATED WOOD WASTE LB 0.1100 1,991.00 17,375.000 1,911 029 BIRD EXCLUSION DEVICES LS 30,000.0000 30,000.00 1.000 30,000 030 REMOVE CONCRETE (SQYD) SQYD 26.0000 3,380.00 130.000 3,380 031 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 1,215.00 270.000 1,215 032 CLEARING AND GRUBBING (LS) LS 230,000.0000 230,000.00 1.000 230,000 033 ROADWAY EXCAVATION CY 9.0000 96,300.00 10,700.000 96,300 034 ROCK EXCAVATION (CONTROLLED BLASTING) CY 18.0000 1,431,000.00 79,500.000 1,431,000 035 STRUCTURE EXCAVATION (BRIDGE) CY 28.0000 5,404.00 193.000 5,404 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 144.0000 17,568.00 122.000 17,568 (F) 037 STRUCTURE BACKFILL (SLURRY CEMENT) CY 215.0000 7,525.00 35.000 7,525 (F) 038 ROCK BLANKET SQFT 8.4000 64,932.00 7,731.000 64,940 039 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 33,280.00 320,000.000 41,600 040 HYDROMULCH SQFT 0.0400 14,120.00 0.000 0 041 FIBER ROLLS LF 2.9500 35,105.00 2,505.000 7,389 042 HYDROSEED SQFT 0.0500 17,650.00 0.000 0 043 COMPOST (CY) CY 54.8000 78,364.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.0300 9,120.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 59.0000 237,180.00 4,020.000 237,180 046 HOT MIX ASPHALT (TYPE A) TON 108.6000 583,182.00 5,337.260 579,626 047 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7000 289.00 10.000 17 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 198.00 104.000 208 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 7,463.00 4,574.500 7,776 PROGRAM CAS145 PAGE 3 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 1,292.00 754.000 1,281 051 PLACE HOT MIX ASPHALT SQYD 36.9000 21,771.00 571.800 21,099 (MISCELLANEOUS AREA) 052 TACK COAT TON 3,688.0000 22,128.00 7.300 26,922 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2000 22,050.00 5,610.000 23,562 054 STEEL PILING (HP 14 X 73) LF 54.0000 32,508.00 602.000 32,508 055 24" DRILLED HOLE (SOIL) LF 74.0000 39,738.00 597.000 44,178 056 24" DRILLED HOLE (ROCK SOCKET) LF 949.0000 56,940.00 0.000 0 057 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 445.0000 108,580.00 244.000 108,580 058 PRESTRESSING CAST-IN-PLACE CONCRETE LS 56,777.0000 56,777.00 1.000 56,777 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,735.0000 86,750.00 50.000 86,750 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 3,235.0000 1,051,375.00 325.000 1,051,375 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 1,925.0000 308,000.00 160.000 308,000 (F) (POLYMER FIBER) 062 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,450.0000 72,500.00 50.000 72,500 (F) (TYPE N) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,325.0000 91,425.00 69.000 91,425 (F) 064 DRILL AND BOND DOWEL LF 155.0000 6,665.00 53.500 8,292 065 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 358.0000 13,962.00 31.200 11,169 066 BAR REINFORCING STEEL (BRIDGE) LB 1.3700 70,555.00 51,500.000 70,555 (F) 067 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8400 159,344.00 86,600.000 159,344 (F) (BRIDGE) 068 PUBLIC SAFETY PLAN LS 6,325.0000 6,325.00 1.000 6,325 069 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,712.00 5,756.500 5,756 070 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 42,840.00 555.000 49,950 071 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.5000 31,416.00 5,712.000 31,416 (F) 072 BRIDGE REMOVAL (PORTION) LS 64,000.0000 64,000.00 1.000 64,000 073 12" ALTERNATIVE PIPE CULVERT LF 275.0000 11,825.00 43.000 11,825 074 18" ALTERNATIVE PIPE CULVERT LF 130.0000 32,500.00 236.000 30,680 075 24" ALTERNATIVE PIPE CULVERT LF 160.0000 124,800.00 780.000 124,800 076 36" ALTERNATIVE PIPE CULVERT LF 200.0000 14,000.00 117.130 23,426 PROGRAM CAS145 PAGE 4 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" PLASTIC PIPE LF 190.0000 9,120.00 48.000 9,120 078 24" REINFORCED CONCRETE PIPE LF 305.0000 5,795.00 8.000 2,440 079 36" REINFORCED CONCRETE PIPE LF 250.0000 13,000.00 52.000 13,000 080 48" REINFORCED CONCRETE PIPE LF 325.0000 16,900.00 52.000 16,900 081 60" REINFORCED CONCRETE PIPE LF 370.0000 20,720.00 56.000 20,720 082 36" CORRUGATED STEEL PIPE (.138" THICK) LF 290.0000 11,310.00 0.000 0 083 18" PERFORATED STEEL PIPE UNDERDRAIN LF 90.0000 13,500.00 137.350 12,361 084 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 100.0000 3,000.00 30.000 3,000 (F) 085 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 130.0000 37,700.00 39.050 5,076 (.109" THICK) 086 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 160.0000 33,600.00 203.600 32,576 (.138" THICK) 087 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 33,000.00 0.000 0 (.138" THICK) 088 18" ANCHOR ASSEMBLY EA 620.0000 9,300.00 1.000 620 089 24" ANCHOR ASSEMBLY EA 750.0000 6,750.00 0.000 0 090 36" ANCHOR ASSEMBLY EA 790.0000 6,320.00 0.000 0 091 18" ALTERNATIVE FLARED END SECTION EA 615.0000 4,305.00 7.000 4,305 092 24" ALTERNATIVE FLARED END SECTION EA 680.0000 2,720.00 4.000 2,720 093 36" ALTERNATIVE FLARED END SECTION EA 980.0000 2,940.00 3.000 2,940 094 48" ALTERNATIVE FLARED END SECTION EA 1,750.0000 1,750.00 1.000 1,750 095 60" ALTERNATIVE FLARED END SECTION EA 2,365.0000 2,365.00 1.000 2,365 096 14" SLIDE HEADGATE EA 3,885.0000 3,885.00 1.000 3,885 097 36" PRECAST CONCRETE PIPE INLET LF 600.0000 9,600.00 16.000 9,600 098 36" ALTERNATIVE PIPE INLET LF 680.0000 8,840.00 13.000 8,840 099 36" STANDPIPE LF 525.0000 8,400.00 16.000 8,400 100 INLET DEPRESSION EA 120.0000 240.00 2.000 240 101 ABANDON CULVERT (LF) LF 50.0000 14,500.00 290.000 14,500 102 REMOVE CULVERT (LF) LF 11.0000 5,500.00 320.000 3,520 103 REMOVE INLET EA 850.0000 5,100.00 6.000 5,100 PROGRAM CAS145 PAGE 5 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE RISER EA 870.0000 1,740.00 2.000 1,740 105 REMOVE VALVE AND RISER EA 245.0000 245.00 1.000 245 106 REMOVE FLARED END SECTION (EA) EA 420.0000 4,200.00 10.000 4,200 107 CAP INLET EA 1,350.0000 1,350.00 1.000 1,350 108 SAND BACKFILL CY 125.0000 3,750.00 30.000 3,750 109 ROCK SLOPE PROTECTION (1/4 T, CY 102.0000 47,940.00 470.000 47,940 CLASS V, METHOD A) 110 GEOSYNTHETIC FABRIC (DITCH LINING) SQYD 2.6000 5,434.00 2,090.000 5,434 111 ROCK SLOPE PROTECTION CY 105.0000 12,600.00 120.000 12,600 (1/4 T, CLASS V, METHOD B) (CY) 112 ROCK SLOPE PROTECTION CY 105.0000 139,650.00 1,330.000 139,650 (150 LB, CLASS III, METHOD B) (CY) 113 ROCK SLOPE PROTECTION CY 105.0000 73,500.00 700.000 73,500 (20 LB, CLASS I, METHOD B) (CY) 114 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 8,125.00 3,250.000 8,125 115 MINOR CONCRETE (CURB) (LF) LF 65.0000 9,100.00 140.000 9,100 116 MISCELLANEOUS IRON AND STEEL LB 2.0000 10,482.00 5,241.000 10,482 (F) 117 EMERGENCY VEHICLE DETECTION SYSTEM LS 3,003.0000 3,003.00 1.000 3,003 118 FENCE (TYPE WM, METAL POST) LF 18.0000 11,340.00 630.000 11,340 119 CHAIN LINK FENCE (TYPE CL-8) LF 26.0000 26,520.00 1,020.000 26,520 120 16' CHAIN LINK GATE (TYPE CL-8) EA 2,620.0000 5,240.00 2.000 5,240 121 REMOVE FENCE (TYPE BW) LF 3.2000 768.00 327.000 1,046 122 REMOVE FENCE (TYPE WM) LF 3.4000 4,420.00 1,300.000 4,420 123 REMOVE CHAIN LINK FENCE LF 5.3000 4,717.00 890.000 4,717 124 REMOVE GATE EA 476.0000 476.00 1.000 476 125 REMOVE PAVEMENT MARKER EA 3.0000 93.00 31.000 93 126 DELINEATOR (CLASS 1) EA 36.5000 1,168.00 32.000 1,168 127 GUARD RAILING DELINEATOR EA 37.0000 703.00 19.000 703 128 PAVEMENT MARKER EA 21.0000 5,880.00 407.000 8,547 (RETROREFLECTIVE-RECESSED) 129 OBJECT MARKER (TYPE L) EA 60.0000 240.00 4.000 240 130 OBJECT MARKER (TYPE R) EA 85.0000 85.00 1.000 85 PROGRAM CAS145 PAGE 6 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 205.0000 205.00 1.000 205 132 REMOVE ROADSIDE SIGN EA 185.0000 1,665.00 9.000 1,665 133 RELOCATE ROADSIDE SIGN EA 135.0000 405.00 3.000 405 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.7500 1,290.00 120.000 1,290 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,360.00 170.000 1,360 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 357.00 42.000 357 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,920.00 120.000 1,920 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,275.00 75.000 1,275 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 139 RETROREFLECTIVE SHEETING - TYPE XI SQFT 4.5000 1,755.00 390.000 1,755 140 ROADSIDE SIGN - ONE POST EA 225.0000 8,100.00 36.000 8,100 141 ROADSIDE SIGN - TWO POST EA 880.0000 4,400.00 5.000 4,400 142 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.0000 37,800.00 1,254.380 33,868 143 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.0000 35,250.00 750.000 35,250 144 TRANSITION RAILING (TYPE WB-31) EA 3,650.0000 7,300.00 2.000 7,300 145 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 3.000 2,250 146 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 14,000.00 4.000 14,000 147 CONCRETE BARRIER (TYPE 836) LF 285.0000 96,045.00 337.000 96,045 (F) 148 REMOVE GUARDRAIL LF 5.2500 3,990.00 760.000 3,990 149 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 13,200.00 2,200.000 13,200 150 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0500 15,330.00 17,741.000 18,628 151 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 3,682.00 5,260.000 3,682 152 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 693.00 990.000 693 153 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.2000 5,964.00 1,420.000 5,964 154 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 155 LIGHTING SYSTEM LS 45,000.0000 45,000.00 1.000 45,000 PROGRAM CAS145 PAGE 7 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 MODIFYING LIGHTING SYSTEMS LS 100,000.0000 100,000.00 1.000 100,000 157 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 167,000.0000 167,000.00 1.000 167,000 158 MODIFYING TRAFFIC MONITORING STATIONS LS 26,000.0000 26,000.00 1.000 26,000 PROGRAM CAS145 PAGE 8 DATE 01/03/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y2104 TIME 04:11 PM ESTIMATE NO. 020 BID OPENING 06/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/15/23 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 01/03/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,415,973.52 ADJUSTMENT OF COMPENSATION 0.00 798,799.28 EXTRA WORK 17,464.12 709,750.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,464.12 8,924,523.62 159 MOBILIZATION LS 355,000.0000 355,000.00 1.000 355,000 ORIGINAL CONTRACT AMOUNT 7,860,240.00 TOTAL WORK COMPLETED 17,464.12 9,279,523.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 17,464.12 9,279,523.62 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/28/20 135 11/25/20 04/19/21 09/15/23 253 446 118 0 100% 100% TROY SCHEIBER RESIDENT ENGINEER