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 12/21/22 EST. NO. 006 TIME 10:59 AM R.E. NAME: ALBERT LABRADOR 11-423704 --------------------------------------------------------------------------- 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 0001 3,566.48 E.W. @ F.A.(+) 090922 N 0001.1 0002 3,516.43 090922 N 0001.2 0003 2,807.77 091322 N 0002.1 0004 364.86 092922 N 0003.1 0005 148.46 101022 N 0004.1 0006 6,562.86 101722 N 0005.1 0007 9,475.87 110622 N 0030.1 0008 2,741.24 111422 N 0034.1 0009 5,153.61 112322 N 0035.1 0010 1,293.96 110722 N 0036.1 0011 966.71 112922 N 0040.1 0012 889.18 113022 N 0043.3 0013 428.61 113022 N 0043.4 0014 2,767.43 111422 N 0044.4 0015 1,115.50 111522 N 0044.7 0016 4,672.88 113022 N 0043.5 003 0001 1,666.15 E.W. @ F.A.(+) 091122 N 0006.1 0003 429.88 092322 N 0007.2 0005 2,496.37 092822 N 0009.1 0006 1,154.99 092222 N 0007.3 0007 699.25 103122 N 0026.1 0008 672.59 110122 N 0027.1 0009 501.76 110322 N 0028.1 0010 189.09 110722 N 0029.1 0011 312.83 112322 N 0037.1 0012 699.67 112922 N 0038.1 0013 1,076.71 112822 N 0039.1 006 0002 870.78 A.C. @ U.P.(+) 121722 N 2.0 0 008 0001 1,830.02 E.W. @ F.A.(+) 102022 N 0033.1 013 0001 2,115.02 E.W. @ F.A.(+) 092022 N 0010.1 0002 5,612.56 091922 N 0012.1 0003 21,805.18 092122 N 0013.1 0004 4,836.37 092222 N 0014.1 0005 2,149.96 092322 N 0015.1 0006 4,822.57 092822 N 0017.1 0007 8,749.03 092922 N 0018.1 0008 1,117.16 093022 N 0019.1 0009 1,773.41 100322 N 0020.1 0010 1,293.38 100422 N 0021.1 0012 188.81 100722 N 0022.1 0013 5,324.80 101122 N 0023.1 0014 234.62 101322 N 0024.1 0015 1,531.83 092622 N 0016.1 0016 145.72 101822 N 0025.1 0017 3,429.26 092122 N 0011.2 017 0001 6,624.70 E.W. @ F.A.(+) 101822 N 0031.1 0002 6,512.41 101822 N 0031.2 0003 14,474.50 102422 N 0032.1 0004 5,945.51 102422 N 0032.2 018 0001 4,081.16 E.W. @ F.A.(+) 110422 N 0043.8 0002 1,233.64 110922 N 0043.9 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 12/21/22 EST. NO. 006 TIME 10:59 AM R.E. NAME: ALBERT LABRADOR 11-423704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 14,515.56 111022 N 0044.0 0004 1,858.60 111522 N 0044.1 0005 4,802.70 111722 N 0044.2 0006 363.00 112222 N 0044.3 184,613.40 TOTAL THIS ESTIMATE 33,764.00 TOTAL PREVIOUS ESTIMATE 218,377.40 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 12/21/22 EST. NO. 006 TIME 10:59 AM R.E. NAME: ALBERT LABRADOR 11-423704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 3MON CPM SCHE DEL -523,000.00 006 -523,000.00 -523,000.00 TOTAL DEDUCTIONS -523,000.00 -523,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 LOCATION PROGRESS ESTIMATE 11-SD-8-R31.8/R41.7 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR ALPINE 5860 EL CAMINO REAL; FROM VIEJAS CREEK BRIDGE TO PINE CARLSBAD CA 92008 VALLEY CREEK BRIDGE FED. AID NO. ACIM-008 -1(68)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,250.0000 1,700,000.00 17.000 72,250.00 102.000 433,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 2.000 12,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 100,000.0000 100,000.00 0.042 4,200.00 0.255 25,500 007 DEVELOP WATER SUPPLY LS 400,000.0000 400,000.00 0.042 16,800.00 0.255 102,000 008 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.035 2,450.00 0.249 17,430 009 TRAFFIC CONTROL SYSTEM LS 418,000.0000 418,000.00 0.042 17,556.00 0.255 106,590 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 570.0000 34,200.00 27.000 15,390 011 TYPE III BARRICADE EA 250.0000 500.00 2.000 500 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.4000 8,536.00 252.000 1,108.80 1,218.000 5,359 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4100 152,520.00 24,022.000 9,849.02 139,614.000 57,241 014 PLASTIC TRAFFIC DRUMS EA 35.0000 22,400.00 108.000 3,780.00 504.000 17,640 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 600.00 0.255 25.50 1.530 153 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 3.6000 27,036.00 404.000 1,454.40 1,891.000 6,807 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 18,600.0000 93,000.00 0.212 3,943.20 1.275 23,715 018 TEMPORARY RAILING (TYPE K) LF 8.0000 824,000.00 13,490.000 107,920 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,290.0000 77,220.00 7.000 30,030 020 TEMPORARY CRASH CUSHION MODULE EA 280.0000 23,520.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 200.0000 1,200.00 0.255 51.00 1.530 306 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.042 2,100.00 0.255 12,750 PROGRAM CAS145 PAGE 2 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.750 1,875 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 19,000.00 1.000 500.00 4.000 2,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 62.0000 3,596.00 1.000 62 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 027 MOVE-IN/MOVE-OUT EA 1,020.0000 12,240.00 0.000 0 (TEMPORARY EROSION CONTROL) 028 TEMPORARY DRAINAGE INLET PROTECTION EA 183.5000 34,865.00 45.000 8,257 029 TEMPORARY FIBER ROLL LF 1.7500 151,375.00 305.000 533 030 TEMPORARY CONSTRUCTION ENTRANCE EA 3,320.0000 63,080.00 2.000 6,640 031 STREET SWEEPING LS 495,000.0000 495,000.00 0.042 20,790.00 0.378 187,110 032 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.077 2,695.00 0.290 10,150 033 TEMPORARY WATER MANAGEMENT SYSTEM LS 6,000.0000 6,000.00 0.000 0 034 MANAGE SOLID WASTE GENERATED HR 295.0000 47,200.00 30.000 8,850 BY THE PUBLIC 035 RENEWABLE DIESEL REPORT EA 500.0000 4,000.00 0.000 0 036 TREATED WOOD WASTE LB 0.5000 43,050.00 0.000 0 037 REMOVE CONCRETE (CY) CY 300.0000 1,200.00 0.000 0 038 CLEARING AND GRUBBING (LS) LS 12,200.0000 12,200.00 0.000 0 039 ROADWAY EXCAVATION CY 67.0000 2,753,700.00 597.333 40,021.31 4,948.197 331,529 040 ROCK EXCAVATION CY 150.0000 177,000.00 0.000 0 041 SHOULDER BACKING TON 27.0000 375,300.00 0.000 0 042 DITCH EXCAVATION CY 275.0000 7,700.00 0.000 0 043 ROADSIDE CLEARING LS 15,100.0000 15,100.00 0.000 0 044 HYDROSEED SQFT 0.1000 33,300.00 0.000 0 045 COMPOST (CY) CY 43.0000 12,470.00 0.000 0 046 INCORPORATE MATERIALS SQFT 0.0200 3,740.00 0.000 0 047 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 1,345,500.00 889.680 57,829.20 3,066.680 199,334 048 LEAN CONCRETE BASE RAPID SETTING CY 800.0000 30,400.00 0.000 0 049 REPLACE BASE CY 65.0000 2,470.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BASE BOND BREAKER SQYD 6.0000 1,920.00 403.940 2,423 051 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,350.0000 32,400.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 100.0000 3,860,000.00 559.600 55,960.00 7,946.290 794,629 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 8,260.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 1,584.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.6000 18,240.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 71,145.00 8,840.000 11,934 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.9000 2,299.00 0.000 0 058 PLACE HOT MIX ASPHALT SQYD 37.0000 45,140.00 0.000 0 (MISCELLANEOUS AREA) 059 TACK COAT TON 830.0000 31,540.00 24.050 19,961 060 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 3,750.00 0.000 0 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 135,000.00 48,469.147 96,938 062 CONTINUOUSLY REINFORCED CONCRETE CY 375.0000 16,537,500.00 733.380 275,017 PAVEMENT 063 DRILL AND BOND (DOWEL BAR) EA 20.0000 4,800.00 216.000 4,320 064 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,130.0000 135,600.00 127.000 143,510 065 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,510.0000 108,720.00 92.740 140,037 066 REPLACE JOINT SEAL (SILICONE) LF 3.2500 61,100.00 0.000 0 067 ISOLATION JOINT SEAL (SILICONE) LF 3.2500 197,925.00 0.000 0 068 REMOVE CONCRETE PAVEMENT AND BASE CY 40.0000 1,572,000.00 1,656.510 66,260.40 3,058.160 122,326 069 GRIND EXISTING CONCRETE SQYD 4.0000 91,600.00 862.800 3,451.20 862.800 3,451 PAVEMENT 070 AGGREGATE BASE (APPROACH SLAB) CY 560.0000 42,560.00 20.600 11,536.00 34.073 19,080 071 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 825,000.00 208.010 312,015.00 255.232 382,848 (TYPE R) 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,530.0000 318,240.00 41.670 63,755.10 83.337 127,505 (TYPE R MODIFIED) 073 MINOR CONCRETE (MINOR STRUCTURE) CY 3,680.0000 11,776.00 0.410 1,508 (F) 074 PAVING NOTCH EXTENSION CF 323.0000 125,647.00 126.530 40,869.19 197.030 63,640 075 JOINT SEAL (MR 1/2") LF 82.0000 43,132.00 0.000 0 076 JOINT SEAL (TYPE AL) LF 72.0000 2,232.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION A LS 229,000.0000 229,000.00 0.500 114,500 078 BRIDGE REMOVAL (PORTION), LOCATION B LS 83,600.0000 83,600.00 0.500 41,800.00 0.500 41,800 079 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,700.0000 62,700.00 0.500 31,350.00 0.500 31,350 080 BRIDGE REMOVAL (PORTION), LOCATION D LS 56,900.0000 56,900.00 0.000 0 081 CLASS 5 PERMEABLE MATERIAL CY 131.0000 28,820.00 213.890 28,019 082 FILTER FABRIC CLASS D SQYD 6.0000 6,480.00 1,112.900 6,677 083 8" PLASTIC PIPE (SCHEDULE 40) LF 67.2500 2,017.50 24.000 1,614 084 CLASS 4 PERMEABLE MATERIAL CY 156.0000 26,520.00 160.420 25,025 085 MODIFIED OBSERVATION WELL EA 1,370.0000 32,880.00 8.000 10,960 086 18" SLOTTED CORRUGATED STEEL PIPE LF 219.0000 19,929.00 0.000 0 (.064" THICK) 087 4" SLOTTED PLASTIC PIPE UNDERDRAIN LF 21.5000 28,595.00 1,300.000 27,950 088 8" PERFORATED PLASTIC PIPE LF 840.0000 20,160.00 24.000 20,160 (SCHEDULE 40) 089 3" PLASTIC PIPE (EDGE DRAIN) LF 25.2500 406,525.00 0.000 0 090 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 123.5000 133,380.00 0.000 0 091 36" PRECAST CONCRETE PIPE INLET LF 860.0000 14,620.00 4.800 4,128 092 MODIFY INLET EA 5,010.0000 95,190.00 0.000 0 093 CLEANING, INSPECTING, AND PREPARING LF 60.0000 4,800.00 0.000 0 CULVERT (LF) 094 CONCRETE INVERT PAVING CY 6,310.0000 63,100.00 0.000 0 095 ROCK SLOPE PROTECTION CY 365.0000 372,300.00 1,072.950 391,626 (60 LB, CLASS II, METHOD B) (CY) 096 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 17.2500 3,105.00 185.840 3,205 097 DETECTABLE WARNING SURFACE SQFT 50.0000 850.00 0.000 0 098 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,390.0000 5,560.00 0.000 0 CURB RAMP) 099 PRE/POST CONSTRUCTION SURVEYS EA 3,750.0000 3,750.00 0.000 0 100 MISCELLANEOUS IRON AND STEEL LB 3.0000 10,107.00 0.000 0 (F) 101 PAVEMENT MARKER EA 15.5000 60,605.00 0.000 0 (RETROREFLECTIVE-RECESSED) 102 TREATMENT BEST MANAGEMENT EA 200.0000 2,400.00 0.000 0 PRACTICE MARKER 103 REMOVE ROADSIDE SIGN EA 95.0000 2,375.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.0000 14,040.00 0.000 0 105 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 6,160.00 0.000 0 (2 1/2"-TYPE H) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 2,520.00 0.000 0 (0.063"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,070.00 0.000 0 (0.080"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,925.00 0.000 0 (0.063"-FRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,960.00 0.000 0 (0.080"-FRAMED) 110 ROADSIDE SIGN - ONE POST EA 335.0000 7,705.00 0.000 0 111 ROADSIDE SIGN - TWO POST EA 640.0000 2,560.00 0.000 0 112 SIGN POST SUPPORT SYSTEM EA 3,250.0000 9,750.00 0.000 0 113 INSTALL ROADSIDE SIGN PANEL ON EA 85.0000 4,505.00 0.000 0 EXISTING POST 114 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 51.0000 409,530.00 260.000 13,260.00 260.000 13,260 115 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 66.0000 47,520.00 154.000 10,164.00 154.000 10,164 (STEEL POST) 116 TRANSITION RAILING (TYPE WB-31) EA 5,460.0000 54,600.00 1.000 5,460.00 1.000 5,460 117 RAIL TENSIONING ASSEMBLY EA 880.0000 4,400.00 2.000 1,760.00 2.000 1,760 118 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,130.0000 5,650.00 2.000 2,260.00 2.000 2,260 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 40,000.00 1.000 5,000.00 1.000 5,000 120 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 13,700.0000 68,500.00 2.000 27,400.00 2.000 27,400 121 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 251.0000 598,886.00 61.000 15,311.00 691.000 173,441 (F) 122 REMOVE GUARDRAIL LF 7.7500 49,910.00 350.000 2,712.50 725.000 5,618 123 SALVAGE METAL BRIDGE RAILING LF 16.5000 36,531.00 315.000 5,197.50 1,000.500 16,508 124 REMOVE PAINTED TRAFFIC STRIPE LF 0.4100 215,660.00 13,838.000 5,673.58 75,477.000 30,945 125 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 19,734.00 370.000 288 126 12" RUMBLE STRIP STA 72.0000 36,720.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 127 12" RUMBLE STRIP STA 89.5000 34,010.00 0.000 0 (CONCRETE PAVEMENT) 128 THERMOPLASTIC PAVEMENT MARKING SQFT 16.5000 40,095.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 129 6" METHYL METHACRYLATE PAINT LF 3.6500 419,750.00 0.000 0 TRAFFIC STRIPE (RECESSED) PROGRAM CAS145 PAGE 6 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 6" METHYL METHACRYLATE PAINT LF 3.1000 2,139.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 17-7) 131 6" METHYL METHACRYLATE PAINT LF 1.5500 158,100.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 36-12) 132 8" METHYL METHACRYLATE PAINT LF 10.2500 2,972.50 0.000 0 TRAFFIC STRIPE (RECESSED) 133 12" METHYL METHACRYLATE PAINT LF 8.3000 27,473.00 0.000 0 TRAFFIC STRIPE (RECESSED) 134 CONTRAST STRIPE PAINT (1-COAT) LF 0.3100 43,090.00 0.000 0 135 SUBSURFACE LOCATOR LS 6,120.0000 6,120.00 0.000 0 136 CENSUS SYSTEM LS 167,300.0000 167,300.00 0.000 0 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 10:59 AM ESTIMATE NO. 006 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: ALBERT LABRADOR DATE OF THIS ESTIMATE 12/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 978,598.90 4,949,030.27 ADJUSTMENT OF COMPENSATION 870.78 34,634.78 EXTRA WORK 183,742.62 183,742.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,163,212.30 5,167,407.67 138 MOBILIZATION LS 3,585,018.0000 3,585,018.00 0.750 2,688,763 ORIGINAL CONTRACT AMOUNT 41,973,000.00 TOTAL WORK COMPLETED 1,163,212.30 7,856,171.17 MATERIALS ON HAND ON SITE 216,703.45 216,703.45 DEDUCTIONS -523,000.00 -523,000.00 TOTAL 856,915.75 7,549,874.62 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 05/03/22 400 06/27/22 06/27/22 03/06/24 102 20 0 0 18% 26% PROGRESS IS SATISFACTORY ALBERT LABRADOR RESIDENT ENGINEER