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 05/24/23 EST. NO. 045 TIME 11:46 AM R.E. NAME: LENART, ELVIRA 08-1C38U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0462 3,252.31 E.W. @ F.A.(+) 040623 N 1245.0 006 0289 4,199.28 E.W. @ F.A.(+) 040423 N 1239.0 0290 5,859.36 040523 N 1240.0 0291 4,717.65 040623 N 1241.0 0292 5,918.87 040723 N 1242.0 0293 6,920.52 041023 N 1243.0 0294 4,489.13 041123 N 1244.0 0295 1,392.35 020823 N 1215.1 0296 4,611.62 012023 N 1204.1 0297 3,391.07 022723 N 1209.1 0298 11,675.03 033023 N 1236.1 023 0010 1,512.23 E.W. @ U.P (+) 041923 N 10C 0 029 0018 16,557.11 E.W. @ F.A.(+) 040423 N 1250.0 0019 2,113.98 040423 N 1251.0 0020 2,666.99 040523 N 1252.0 0021 13,178.18 040523 N 1253.0 034 0048 2,915.00 E.W. @ F.A.(+) 041423 N 1264.0 046 0003 27,204.17 E.W. @ U.P (+) 052023 N 3C 0 051 0009 399,631.80 A.C. @ U.P.(+) 052023 N 9C 0 0010 98,110.88 A.C. @ L.S.(+) 052023 N 10C 0 052 0001 5,354.45 E.W. @ F.A.(+) 052023 N 1C 0 055 0014 6,484.57 E.W. @ F.A.(+) 050223 N 1272.0 0015 3,941.61 050323 N 1274.0 0016 1,884.68 050223 N 1273.0 0017 2,152.17 050323 N 1275.0 060 0001 53,650.70 E.W. @ L.S.(+) 052022 N 1C 0 693,785.71 TOTAL THIS ESTIMATE 29,233,886.51 TOTAL PREVIOUS ESTIMATE 29,927,672.22 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 05/24/23 EST. NO. 045 TIME 11:46 AM R.E. NAME: LENART, ELVIRA 08-1C38U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FEDERAL TRAINEE PLAN -392,347.28 001 FEDERAL TRAINING FED 392,347.28 002 FHWA 1391 -10,000.00 008 FHWA 1391 10,000.00 009 ITEM#60-PENDFINISHES -62,600.00 011 ITEM#61-PENDFINISHES -24,600.00 011 ITEM #60 WITHHOLD -51,083.00 012 ITEM #61 WITHHOLD -18,805.00 012 ITEM #62 SMOOTHNESS -25,597.00 015 ITEM 60 FINISHES -52,871.00 016 FINISH ITEM60,61,62 -88,968.00 017 LC LATE -9,000.00 017 ITEM 60,61,62 -67,884.00 018 ITEM 60 & 61 -70,120.00 020 JPCP, ISC, RSC FINIS -4,445.00 021 8/18/21 LATE LC -66,150.00 021 SWPPP-8.26.21IQA -821,270.00 022 JPCP FINISHES -52,640.00 023 SWPPP-8.26.21IQA 821,270.00 023 JPCP PEND FINISH -5,440.00 024 ITEM 60 & 61 HOLD -62,615.30 025 ITEMS 60&61 FINISH -35,008.35 026 ITEM 60,61 &62 FINIS -63,576.11 027 ITEM 60-62 FINISH -20,607.85 029 ITEM60&61-PART SMOOT 235,632.00 032 ITEM60-61 FINISH -33,874.00 033 ITEM60-61 FINISH 33,874.00 034 ITEM60-62 FINISH -68,100.00 034 FHWA 1391 -10,000.00 035 ITEM60-62 PENDING FI -64,953.00 035 ITE, 60-62 FINISH -28,284.94 036 FHWA1391 10,000.00 037 FINISH ITEM 60,61,62 88,968.00 037 ITEM 60,61,62 67,884.00 037 JPCP,ISC,RSC 407,670.84 045 407,670.84 -143,193.71 LABOR COMPLIANCE VIOLATION DECEMBER 2020 -10,000.00 012 DECEMBER 2020 RLS 10,000.00 015 JULY 2021 -10,000.00 020 AUGUST 2021 -10,000.00 021 AUGUST 2021 RLS 10,000.00 022 JULY 2021 RLS 10,000.00 022 JUNE 2022 -6,000.00 033 JUNE 2022 6,000.00 034 AUGUST 2022 -4,000.00 035 AUGUST 2022 4,000.00 037 0.00 0.00 TOTAL DEDUCTIONS 407,670.84 -143,193.71 PROGRAM CAS145 PAGE 1 DATE 05/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C38U4 TIME 11:46 AM ESTIMATE NO. 045 BID OPENING 10/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 05/24/23 LOCATION PROGRESS ESTIMATE 08-RIV-10-6.7/R25.1 ----------------- COFFMAN SPECIALTIES, INC IN BEAUMONT & BANNING FROM JCT 9685 VIA EXCELENCIA STE 200; 10/60 SEP TO JCT 10/111 SEP SAN DIEGO CA 92126 FED. AID NO. ACIM- 010-3(110)E PAVEMENT REPLACEMENT LANES 3 & 4 & ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 2,925,000.00 16.000 72,000.00 690.000 3,105,000 004 DEVELOP WATER SUPPLY LS 700,000.0000 700,000.00 0.014 9,800.00 0.943 660,100 005 CONSTRUCTION AREA SIGNS LS 277,000.0000 277,000.00 0.951 263,427 006 TRAFFIC CONTROL SYSTEM LS 2,309,519.0000 2,309,519.00 0.996 2,300,280 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000 008 TYPE III BARRICADE EA 95.0000 11,400.00 60.000 5,700 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5000 1,725.00 435.000 652 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 1,624,000.00 5,367,487.000 2,146,994 011 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 58,410.00 568.000 18,744 012 PLASTIC TRAFFIC DRUMS EA 32.0000 6,400.00 318.000 10,176 013 TEMPORARY PAVEMENT MARKER EA 2.0000 102,200.00 54,097.000 108,194 014 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 41,310.00 6,121.550 27,546 FOR CONSTRUCTION AREA SIGNS. 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 75,000.0000 75,000.00 1.000 75,000 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.995 49,750 017 TEMPORARY RAILING (TYPE K) LF 22.0000 13,310,000.00 666,043.000 14,652,946 018 ARMORGUARD BARRIER SYSTEM LF 90.0000 40,500.00 624.000 56,160 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 198,000.00 1,385.000 277,000 020 TEMPORARY TRAFFIC SCREEN LF 1.5000 907,500.00 211,139.000 316,708 021 JOB SITE MANAGEMENT LS 800,000.0000 800,000.00 0.999 799,200 022 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,500.0000 3,500.00 0.750 2,625 PROGRAM CAS145 PAGE 2 DATE 05/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C38U4 TIME 11:46 AM ESTIMATE NO. 045 BID OPENING 10/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 05/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 1.4000 8,400.00 660.300 924 024 TEMPORARY GRAVEL BAG BERM LF 7.5000 15,000.00 925.000 6,937 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 27,000.00 23.000 103,500 026 TEMPORARY CONCRETE WASHOUT LS 175,000.0000 175,000.00 0.020 3,500.00 0.970 169,750 027 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.1200 29,400.00 218,924.000 26,270 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.1800 45,180.00 66,400.000 11,952 030 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 160,000.0000 160,000.00 0.015 2,400.00 0.855 136,800 031 CLEARING AND GRUBBING (LS) LS 500,000.0000 500,000.00 1.000 500,000 032 ROADWAY EXCAVATION CY 23.0000 11,178,000.00 338,911.300 7,794,959 033 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.5000 93,750.00 30,784.770 76,961 CLASS A1 034 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.5000 139,750.00 0.000 0 CLASS B2 035 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.3000 94,300.00 33,239.860 76,451 036 ROADSIDE CLEARING LS 50,000.0000 50,000.00 1.000 50,000 037 ROCK BLANKET SQFT 15.0000 489,000.00 20,684.000 310,260 038 CLASS 2 AGGREGATE SUBBASE CY 20.0000 3,140,000.00 144,021.780 2,880,435 039 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 1,216,000.00 19,530.730 781,229 040 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 041 LEAN CONCRETE BASE RAPID SETTING CY 225.0000 4,815,000.00 21,795.160 4,903,911 042 BASE BOND BREAKER SQYD 1.2000 57,720.00 49,872.910 59,847 043 PREPAVING INERTIAL PROFILER LS 60,000.0000 60,000.00 1.000 60,000 044 REPLACE ASPHALT CONCRETE SURFACING CY 1,500.0000 72,000.00 24.340 36,510 045 PRIME COAT TON 475.0000 80,750.00 40.917 19,435 046 HOT MIX ASPHALT (TYPE A) TON 80.0000 24,560,000.00 54,801.190 4,384,095 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 145.0000 2,552,000.00 17,473.230 2,533,618 048 SHOULDER RUMBLE STRIP (HMA,GROUND-IN STA 25.0000 80,000.00 1,753.690 43,842 INDENTATIONS) 049 DATA CORE LS 100,000.0000 100,000.00 0.950 95,000.00 0.950 95,000 PROGRAM CAS145 PAGE 3 DATE 05/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C38U4 TIME 11:46 AM ESTIMATE NO. 045 BID OPENING 10/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 05/24/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 A) LF 1.2500 1,675.00 94.500 118 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 3,850.00 3,563.200 4,454 052 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 3,075.00 5,217.600 6,522 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 150,000.00 92,404.430 115,505 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 20,750.00 15,456.200 19,320 055 PLACE HOT MIX ASPHALT SQYD 300.0000 189,000.00 521.040 156,312 (MISCELLANEOUS AREA) 056 TACK COAT TON 475.0000 456,000.00 171.906 81,655 057 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 4.0000 30,680.00 3,879.450 15,517 058 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 141,000.00 86,872.100 86,872 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 374,000.00 87,036.040 435,180 060 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 38,400,000.00 225,589.440 36,094,310 061 JOINTED PLAIN CONCRETE PAVEMENT(ISC) CY 175.0000 8,260,000.00 52,582.180 9,201,881 062 JOINTED PLAIN CONCRETE PAVEMENT CY 375.0000 8,662,500.00 15,046.660 5,642,497 (RSC) 063 DRILL AND BOND (DOWEL BAR) EA 20.0000 228,000.00 8,036.000 160,720 064 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 900.0000 2,502,000.00 2,936.640 2,642,976 065 JOINT SEAL (PREFORMED COMPRESSION) LF 3.7500 1,905,000.00 14,475.000 54,281.25 646,015.000 2,422,556 066 REPLACE JOINT SEAL (SILICONE) LF 3.9500 73,470.00 0.000 0 067 ISOLATION JOINT SEAL (SILICONE) LF 2.4000 518,400.00 4,690.000 11,256.00 136,282.000 327,076 068 REMOVE CONCRETE PAVEMENT AND BASE CY 24.0000 6,624,000.00 218,190.420 5,236,570 069 GRIND EXISTING CONCRETE SQYD 6.0000 798,000.00 112,177.790 673,066 PAVEMENT 070 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,000.0000 6,000.00 6.000 6,000 (F) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,000.0000 11,200.00 1.600 11,200 (F) 072 18" CORRUGATED STEEL PIPE (.079" THICK) LF 1,000.0000 10,000.00 10.000 10,000 073 8" ENTRANCE TAPER EA 700.0000 9,100.00 11.000 7,700 074 12" ENTRANCE TAPER EA 900.0000 25,200.00 23.000 20,700 075 18" ENTRANCE TAPER EA 2,000.0000 2,000.00 1.000 2,000 076 REMOVE DRAINAGE FACILITY (EA) EA 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 4 DATE 05/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C38U4 TIME 11:46 AM ESTIMATE NO. 045 BID OPENING 10/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 05/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE OVERSIDE DRAIN EA 500.0000 21,000.00 39.000 19,500 078 REMOVE PIPE (LF) LF 200.0000 2,000.00 10.000 2,000 079 REMOVE DOWNDRAIN (EA) EA 750.0000 31,500.00 42.000 31,500 080 CAP INLET EA 3,500.0000 7,000.00 2.000 7,000 081 DETECTABLE WARNING SURFACE SQFT 40.0000 21,200.00 92.900 3,716 082 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 1,450,000.00 147,103.000 1,471,030 083 MINOR CONCRETE (CURB, SIDEWALK AND CY 600.0000 39,000.00 71.820 43,092 CURB RAMP) 084 REMOVE CONCRETE CY 200.0000 98,000.00 80.700 16,140 (CURB, GUTTER, AND SIDEWALK) (CY) 085 PRE/POST CONSTRUCTION SURVEYS EA 2,000.0000 40,000.00 6.000 12,000 086 MISCELLANEOUS IRON AND STEEL LB 3.0000 540.00 180.000 540 (F) 087 FRAME AND COVER EA 1,500.0000 1,500.00 1.000 1,500 088 REMOVE PAVEMENT MARKER EA 0.5000 36,650.00 27,960.000 13,980 089 PAVEMENT MARKER EA 17.0000 362,100.00 5,843.000 99,331.00 23,233.000 394,961 (RETROREFLECTIVE-RECESSED) 090 OBJECT MARKER (TYPE K-1) EA 100.0000 100.00 0.000 0 091 REMOVE ROADSIDE SIGN EA 250.0000 15,250.00 8.000 2,000 092 FURNISH LAMINATED PANEL SIGN SQFT 42.0000 7,140.00 0.000 0 (2 1/2"-TYPE B) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,040.00 29.000 464 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 7,990.00 32.000 544.00 376.000 6,392 (0.080"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,600.00 189.000 3,780 (0.063"-FRAMED) 096 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5500 3,731.00 32.000 145.60 32.000 145 097 ROADSIDE SIGN - ONE POST EA 500.0000 28,000.00 2.000 1,000.00 28.000 14,000 098 ROADSIDE SIGN - TWO POST EA 750.0000 3,000.00 4.000 3,000 099 INSTALL ROADSIDE SIGN EA 4,750.0000 4,750.00 1.000 4,750.00 1.000 4,750 (LAMINATED WOOD BOX POST) 100 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.0000 286,200.00 10,997.250 296,925 101 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.0000 19,840.00 712.500 22,087 102 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 1,184,000.00 8,097.400 323,896 103 CABLE RAILING LF 40.0000 75,600.00 1,082.000 43,280 PROGRAM CAS145 PAGE 5 DATE 05/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C38U4 TIME 11:46 AM ESTIMATE NO. 045 BID OPENING 10/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 05/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB-31) EA 3,400.0000 112,200.00 28.000 95,200 105 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 23.000 23,000 106 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 126,000.00 42.000 126,000 107 ALTERNATIVE CRASH CUSHION EA 46,000.0000 46,000.00 0.000 0 108 CONCRETE BARRIER (TYPE 60MGC) LF 145.0000 406,000.00 3,325.000 482,125 109 CONCRETE BARRIER TRANSITION LF 550.0000 134,750.00 245.000 134,750 (F) 110 REMOVE GUARDRAIL LF 3.2500 44,525.00 14,680.000 47,710 111 REMOVE CONCRETE BARRIER LF 35.0000 98,000.00 3,325.000 116,375 112 REMOVE CRASH CUSHION EA 1,200.0000 1,200.00 1.000 1,200 113 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 117,000.00 196,322.000 19,632 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 643,500.00 52,000.000 28,600.00 426,841.000 234,762 (ENHANCED WET NIGHT VISIBILITY) 115 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 33,100.00 4,870.000 4,870.00 9,212.000 9,212 (ENHANCED WET NIGHT VISIBILITY) 116 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 3.0000 23,940.00 2,650.000 7,950.00 13,798.000 41,394 MARKING (ENHANCED WET NIGHT VISIBILITY) 117 REMOVE PAINTED TRAFFIC STRIPE LF 0.1200 90,000.00 287,977.000 34,557 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 56,040.00 217,415.000 26,089 119 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 15,600.00 126.000 126 120 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,800.0000 3,800.00 1.000 3,800 SYSTEM ELEMENTS DURING CONSTRUCTION 121 PORTABLE VEHICLE SPEED FEEDBACK SIGNS. LS 100,000.0000 100,000.00 0.002 200.00 1.000 100,000 122 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,880,000.0000 1,880,000.00 0.990 1,861,200 123 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 124 LEAN CONCRETE BASE CY 120.0000 8,820,000.00 72,207.880 8,664,945 125 HOT MIX ASPHALT (TYPE A) INTERLAYER TON 95.0000 4,199,000.00 30,681.960 2,914,786 PROGRAM CAS145 PAGE 6 DATE 05/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C38U4 TIME 11:46 AM ESTIMATE NO. 045 BID OPENING 10/23/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 05/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 395,627.85 131,383,406.76 ADJUSTMENT OF COMPENSATION 497,742.68 4,877,980.39 EXTRA WORK 196,043.03 25,049,691.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,089,413.56 161,311,078.98 126 MOBILIZATION LS 18,185,500.0000 18,185,500.00 1.000 18,185,500 ORIGINAL CONTRACT AMOUNT 181,885,000.00 TOTAL WORK COMPLETED 1,089,413.56 179,496,578.98 MATERIALS ON HAND ON SITE -219,975.69 0.00 DEDUCTIONS 407,670.84 -143,193.71 TOTAL 1,277,108.71 179,353,385.27 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 12/16/19 650 01/23/20 02/10/20 05/26/23 684 131 0 0 92% 100% PROGRESS IS SATISFACTORY LENART, ELVIRA RESIDENT ENGINEER