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 12/27/22 EST. NO. 044 TIME 10:09 AM R.E. NAME: TYLER LAVERING 05-1C8904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/27/22 EST. NO. 044 TIME 10:09 AM R.E. NAME: TYLER LAVERING 05-1C8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE USE OF 1/2"HMA LEVEL -27,043.38 002 51219 L1-20 LOW DEN -3,898.47 003 51319 L1-22 LOW DEN -1,772.03 003 51419 L1-26 LOW DEN -2,835.25 003 51419 L1-27 LOW DEN -1,219.16 003 52919 SHLDR BKG NONC -8,621.55 003 60519 FAILED L1-39 -28,352.50 003 60519 L1-39 LOW DEN -3,898.47 003 60519 L1-40 LOW DEN -6,024.91 003 54-68-2CL1 GRAD -2,000.00 007 54-71-1LCB STRENGTH -6,472.50 007 R6 FAILING LCB -3,915.00 008 9/29/19 LATE LC -8,394.00 008 RHMA 1-14-3 FAIL RES -1,177.69 009 RHMA 1-15-1 FAIL RES -4,949.43 009 RHMA 1-17-1 FAIL RES -1,962.81 009 RHMA 1-17-1 FAIL REV 1,962.81 010 54-71-2 TRUCK CALI B -1,000.00 012 ELECT POLE INSPECT -1,000.00 013 1-20-20 LATE CLOSURE -3,357.00 013 51219 L1-20 LOW DEN 3,898.47 018 52919 SHLDR BKG NONC 8,621.55 018 60519 FAILED L1-39 28,352.50 018 ERI PJCP TRANSITIONS -25,000.00 027 CRUDE OIL PRICE INDX -357,598.07 031 M&M IRRIGATION DMGE -142,000.00 032 R4 FAILING LCB -12,380.16 032 CRUDE OIL PRICE INDX 357,598.07 033 M&M IRRIGATION DMGE 142,000.00 033 HMA QA FAILED TESTS -110,893.45 034 HMA QA FAILED TEST 110,893.45 039 ERI PJCP TRANSITIONS 25,000.00 044 25,000.00 -87,438.98 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -6,000.00 007 RECD PAYROLLS 6,000.00 008 MISS PAYROLLS -10,000.00 017 MISS PAYROLLS -5,000.00 021 RECD PAYROLLS #21 5,000.00 024 MISS PAYROLLS -10,000.00 029 MISS PAYROLLS -5,000.00 035 0.00 -25,000.00 TOTAL DEDUCTIONS 25,000.00 -112,438.98 PROGRAM CAS145 PAGE 1 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 LOCATION PROGRESS ESTIMATE 05-MON-101-87.3/R91.5 ----------------- GRANITE ROCK COMPANY ON ROUTE 101 IN MONTEREY COUNTY IN 5225 HELLYER AVENUE STE 220 THE CITY OF SALINAS BETWEEN EAST SAN JOSE CA 95138 MARKET STREET OVERCROSSING AND 0.3 MILES SOUTH OF RUSSELL/ESPINOSA ROAD FED. AID NO. B1NH-Q101(342)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,125.5100 4,125.51 1.000 4,125 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.790 1,975 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 1,000,000.00 500.000 1,000,000 004 DEVELOP WATER SUPPLY LS 45,634.8200 45,634.82 1.000 45,634 005 CONSTRUCTION AREA SIGNS LS 74,242.4200 74,242.42 1.000 74,242 006 TRAFFIC CONTROL SYSTEM LS 1,211,000.0000 1,211,000.00 1.000 1,211,000 007 TYPE II BARRICADE EA 20.2000 161.60 8.000 161 008 TYPE III BARRICADE EA 70.7100 3,040.53 38.000 2,686 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.1200 3,643.20 360.000 3,643 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0100 78,679.00 77,055.000 77,825 011 CHANNELIZER (SURFACE MOUNTED) EA 35.3500 14,847.00 318.000 11,241 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 30,454.7900 30,454.79 1.000 30,454 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 103,188.5300 103,188.53 1.000 103,188 014 TEMPORARY RAILING (TYPE K) LF 14.0900 426,927.00 31,560.000 444,680 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,118.4600 69,909.18 27.000 57,198 016 JOB SITE MANAGEMENT LS 60,766.1200 60,766.12 1.000 60,766 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.500 1,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 21.000 10,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 1,000.00 3.000 300 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 021 MOVE-IN/MOVE-OUT EA 757.5800 7,575.80 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 110,400.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 6.8400 5,472.00 60.000 410 024 TEMPORARY DRAINAGE INLET PROTECTION EA 303.0300 15,151.50 90.000 27,272 025 TEMPORARY FIBER ROLL LF 2.3500 103,400.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 6.3600 63,600.00 10.000 63 027 TEMPORARY LARGE SEDIMENT BARRIER LF 11.7200 17,580.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,891.8600 15,567.44 4.000 15,567 029 STREET SWEEPING LS 1,000.0000 1,000.00 1.000 1,000 030 TEMPORARY CONCRETE WASHOUT LS 75,000.0000 75,000.00 1.000 75,000 031 TREATED WOOD WASTE LB 0.1400 20,020.00 38,880.000 5,443 032 REMOVE CONCRETE (CY) CY 211.4900 2,537.88 12.000 2,537 033 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 034 ROADWAY EXCAVATION CY 30.2300 2,590,711.00 83,526.560 2,525,007 035 ROADWAY EXCAVATION (TYPE Z-2) CY 335.1600 33,516.00 0.000 0 (AERIALLY DEPOSITED LEAD) 036 SHOULDER BACKING TON 82.1100 359,641.80 6,760.950 555,141 037 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.5500 133,610.00 83,900.000 130,045 CLASS A2 038 ROADSIDE CLEARING LS 2,030.4600 2,030.46 1.000 2,030 039 SOIL AMENDMENT CY 1,015.2000 101.52 0.100 101 040 PACKET FERTILIZER EA 1.0200 112.20 110.000 112 041 PLANT (GROUP B) EA 30.4600 456.90 15.000 456 042 PLANT (GROUP U) EA 152.2800 3,807.00 24.000 3,654 043 PLANT ESTABLISHMENT WORK LS 3,045.6900 3,045.69 1.000 3,045 044 WOOD MULCH CY 50.7600 2,030.40 40.000 2,030 045 CHECK AND TEST EXISTING IRRIGATION LS 3,045.6900 3,045.69 1.000 3,045 FACILITIES 046 REMOVE IRRIGATION FACILITY LS 4,060.9100 4,060.91 1.000 4,060 047 COMMUNICATION CABLE LS 3,045.6900 3,045.69 0.000 0 048 CONTROL AND NEUTRAL CONDUCTORS LS 2,030.4600 2,030.46 1.000 2,030 049 1" REMOTE CONTROL VALVE EA 507.6100 4,568.49 5.000 2,538 PROGRAM CAS145 PAGE 3 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" REMOTE CONTROL VALVE EA 609.1400 4,873.12 6.000 3,654 051 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 81.2200 4,467.10 27.000 2,192 052 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 81.2200 2,761.48 15.000 1,218 053 RISER SPRINKLER ASSEMBLY EA 30.4600 1,218.40 28.000 852 054 POP-UP SPRINKLER ASSEMBLY EA 81.2200 1,380.74 33.000 2,680 055 2 1/2" GATE VALVE EA 710.6600 710.66 0.000 0 056 3" GATE VALVE EA 812.1800 812.18 1.000 812 057 4" GATE VALVE EA 1,522.8400 1,522.84 1.000 1,522 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.1500 12,992.00 1,280.000 12,992 (F) LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.1800 17,173.80 1,410.000 17,173 (F) (SUPPLY LINE) 060 2" PLASTIC PIPE (SCHEDULE 40) LF 15.2300 17,742.95 60.000 913 (F) (SUPPLY LINE) 061 2 1/2" PLASTIC PIPE (CLASS 315) LF 20.3000 16,341.50 805.000 16,341 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (CLASS 315) LF 20.3000 13,905.50 685.000 13,905 (F) (SUPPLY LINE) 063 4" PLASTIC PIPE (CLASS 315) LF 20.3000 2,436.00 120.000 2,436 (F) (SUPPLY LINE) 064 BALL VALVE EA 304.5700 1,522.85 4.000 1,218 065 HYDROSEED SQFT 0.0700 27,160.00 220,062.000 15,404 066 COMPOST (CY) CY 50.5100 121,224.00 1,313.670 66,353 067 INCORPORATE MATERIALS SQFT 0.0200 7,760.00 212,746.000 4,254 068 CLASS 1 AGGREGATE SUBBASE CY 20.2100 1,158,033.00 56,672.840 1,145,358 069 CLASS 2 AGGREGATE BASE (CY) CY 143.6000 340,332.00 1,480.790 212,641 070 CLASS 3 AGGREGATE BASE (CY) CY 452.4900 63,348.60 98.300 44,479 071 LEAN CONCRETE BASE CY 158.7200 2,587,136.00 15,456.980 2,453,331 072 LEAN CONCRETE BASE RAPID SETTING CY 775.0000 1,635,250.00 2,267.030 1,756,948 073 CRACK AND SEAT SQYD 0.9600 78,144.00 79,727.000 76,537 074 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 1.000 10,000 075 HOT MIX ASPHALT (TYPE A) TON 113.4100 4,003,373.00 37,961.370 4,305,198 076 HOT MIX ASPHALT (LEVELING) TON 110.5500 1,046,908.50 9,658.350 1,067,730 PROGRAM CAS145 PAGE 4 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.6200 4,158,022.00 31,554.450 3,963,870 078 ASPHALT BINDER TON 1.0200 112.20 101.100 103 (GEOSYNTHETIC PAVEMENT INTERLAYER) 079 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5100 169,120.00 111,579.000 168,484 (PAVING FABRIC) 080 DATA CORE LS 11,148.3700 11,148.37 1.000 11,148 081 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 10,075.00 9,857.000 12,321 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 937.50 1,120.000 1,400 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 23,625.00 14,704.500 18,380 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 987.50 1,010.000 1,262 085 PLACE HOT MIX ASPHALT SQYD 94.2400 55,601.60 590.000 55,601 (MISCELLANEOUS AREA) 086 TACK COAT TON 1,013.5000 152,025.00 146.640 148,619 087 REMOVE ASPHALT CONCRETE DIKE LF 2.9600 25,337.60 24,958.320 73,876 088 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.4600 236,896.00 15,876.780 213,701 089 PRECAST JOINTED CONCRETE PAVEMENT CY 1,100.0000 5,786,000.00 5,307.200 5,837,920 090 REMOVE CONCRETE PAVEMENT AND BASE CY 215.0000 1,582,400.00 7,482.840 1,608,810 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,961.8100 139,797.43 48.220 142,818 (F) 092 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000 093 18" ALTERNATIVE PIPE CULVERT LF 212.5200 42,504.00 185.000 39,316 094 24" ALTERNATIVE PIPE CULVERT LF 1,267.4300 7,604.58 9.500 12,040 095 CONCRETE BACKFILL (PIPE TRENCH) CY 130.0000 4,160.00 86.000 11,180 (F) 096 18" CORRUGATED STEEL PIPE (.079" THICK) LF 321.0000 27,285.00 85.000 27,285 097 18" SLOTTED CORRUGATED STEEL PIPE LF 500.4400 11,510.12 23.000 11,510 (.079" THICK) 098 DRAINAGE INLET MARKER EA 45.4500 409.05 8.000 363 099 INLET DEPRESSION EA 2,482.2400 27,304.64 0.000 0 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 REMOVE CULVERT (LF) LF 29.2600 4,389.00 148.000 4,330 102 REMOVE INLET EA 1,523.9500 10,667.65 10.000 15,239 103 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 401.9100 4,019.10 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 ADJUST INLET EA 4,567.1800 77,642.06 22.000 100,477 106 ADJUST UTILITY COVER TO GRADE EA 4,567.2500 27,403.50 4.000 18,269 107 24" CURED-IN-PLACE PIPELINER LF 501.5000 40,120.00 80.000 40,120 108 MINOR CONCRETE (CURB) (CY) CY 941.3200 367,114.80 363.530 342,198 109 DETECTABLE WARNING SURFACE SQFT 45.7500 29,280.00 601.300 27,509 110 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.7700 694,008.00 24,994.650 344,176 CONCRETE) 111 MINOR CONCRETE (CURB, SIDEWALK AND CY 2,225.3000 267,036.00 111.760 248,699 CURB RAMP) 112 REMOVE CONCRETE CY 628.3000 81,679.00 656.070 412,208 (CURB, GUTTER, AND SIDEWALK) (CY) 113 MISCELLANEOUS IRON AND STEEL LB 1.4200 7,869.64 7,372.000 10,468 (F) 114 SURVEY MONUMENT (TYPE D) EA 4,200.0000 92,400.00 2.000 8,400 115 CHAIN LINK FENCE (TYPE CL-6) LF 22.1300 16,154.90 610.000 13,499 116 10' CHAIN LINK GATE (TYPE CL-6) EA 2,360.4100 2,360.41 1.000 2,360 117 REMOVE CHAIN LINK FENCE LF 101.5200 1,015.20 10.000 1,015 118 REMOVE PAVEMENT MARKER EA 2.0200 6,767.00 3,350.000 6,767 119 DELINEATOR (CLASS 1) EA 40.4000 5,252.00 369.000 14,907 120 DELINEATOR (CLASS 2) EA 40.4000 6,464.00 0.000 0 121 GUARD RAILING DELINEATOR EA 15.1500 712.05 44.000 666 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.1200 45,236.40 3,283.000 33,223 123 REMOVE ROADSIDE SIGN (WOOD POST) EA 101.0100 15,151.50 145.000 14,646 124 RESET ROADSIDE SIGN EA 202.0200 7,070.70 15.000 3,030 125 RELOCATE ROADSIDE SIGN EA 202.0200 404.04 4.000 808 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0900 9,817.20 943.990 8,580 (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1000 4,444.00 439.340 4,437 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.2000 363.60 12.000 242 (0.063"-FRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6700 1,833.70 156.000 2,600 (0.063"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 6 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1700 5,322.70 254.250 4,365 (0.080"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 131 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0400 7,756.80 1,788.580 7,225 132 ROADSIDE SIGN - ONE POST EA 252.5300 35,354.20 121.000 30,556 133 ROADSIDE SIGN - TWO POST EA 353.5400 4,596.02 10.000 3,535 134 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.8700 91,806.30 2,396.750 88,368 135 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 51.5200 4,533.76 88.000 4,533 136 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.1200 93,616.80 817.330 67,119 137 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 90.9100 2,272.75 25.000 2,272 (STEEL POST) 138 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 41.4100 11,594.80 275.000 11,387 139 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 101.0100 2,424.24 24.000 2,424 140 TRANSITION RAILING (TYPE STB) EA 5,050.5100 5,050.51 1.000 5,050 141 TRANSITION RAILING (TYPE WB-31) EA 4,242.4200 46,666.62 9.000 38,181 142 END ANCHOR ASSEMBLY (TYPE SFT) EA 757.5800 7,575.80 10.000 7,575 143 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,333.3300 46,666.62 13.000 43,333 144 ALTERNATIVE CRASH CUSHION SYSTEM EA 26,262.6300 78,787.89 2.000 52,525 145 CONCRETE BARRIER (TYPE 60R) LF 608.0800 79,050.40 141.250 85,891 146 CONCRETE BARRIER (TYPE 60M) LF 93.4300 304,581.80 2,479.000 231,612 147 CONCRETE BARRIER (TYPE 60MC) LF 288.8900 184,889.60 1,404.000 405,601 148 CONCRETE BARRIER (TYPE 60SD) LF 1,060.6100 116,667.10 125.200 132,788 149 CONCRETE BARRIER TRANSITION LF 1,519.6800 115,495.68 96.160 146,132 (F) 150 CONCRETE BARRIER (TYPE 60M TRANSITION LF 546.4600 43,716.80 80.000 43,716 MODIFIED) 151 REMOVE GUARDRAIL LF 3.0300 31,209.00 10,300.000 31,209 152 SALVAGE CONCRETE BARRIER (TYPE K) LF 1.0000 380.00 380.000 380 153 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0400 1,155.20 0.000 0 154 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 44,436.00 132,838.000 61,105 155 12" RUMBLE STRIP STA 19.7200 13,606.80 690.000 13,606 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 7 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 6" TRAFFIC STRIPE (WARRANTY) LF 2.6300 433,950.00 140,259.000 368,881 157 6" TRAFFIC STRIPE (WARRANTY) LF 2.0200 85,244.00 42,339.000 85,524 (BROKEN 18-12) 158 6" TRAFFIC STRIPE (WARRANTY) LF 2.0200 4,060.20 3,239.000 6,542 (BROKEN 17-7) 159 8" TRAFFIC STRIPE (WARRANTY) LF 3.0400 43,472.00 15,006.000 45,618 160 PAVEMENT MARKING (WARRANTY) SQFT 6.0700 17,542.30 3,469.000 21,056 161 TRAFFIC MONITORING STATION SYSTEM LS 17,258.8800 17,258.88 1.000 17,258 162 MODIFYING EXISTING ELECTRICAL SYSTEM LS 395,939.0800 395,939.08 0.906 358,720 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 REMOVE CONCRETE BARRIER LF 17.8400 13,558.40 760.000 13,558 PROGRAM CAS145 PAGE 8 DATE 12/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 10:09 AM ESTIMATE NO. 044 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 12/27/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,253,435.51 ADJUSTMENT OF COMPENSATION 0.00 347,362.29 EXTRA WORK 0.00 2,796,457.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 37,397,255.60 165 MOBILIZATION LS 2,140,000.0000 2,140,000.00 1.000 2,140,000 ORIGINAL CONTRACT AMOUNT 36,776,045.84 TOTAL WORK COMPLETED 0.00 39,537,255.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 25,000.00 -112,438.98 TOTAL 25,000.00 39,424,816.62 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 01/07/19 500 04/08/19 04/08/19 12/31/22 562 361 0 0 99% 100% PROGRESS IS SATISFACTORY TYLER LAVERING RESIDENT ENGINEER