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 08/19/22 EST. NO. 024 TIME 02:16 PM R.E. NAME: SANDOVAL, MARTIN 07-304504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 028 0008 2,078.70 A.C. @ F.A.(+) 030422 N 415780 0009 1,292.39 030322 N 415770 030 0002 3,150.47 E.W. @ F.A.(+) 032122 N 367260 0003 2,616.47 032222 N 367270 0004 4,227.53 032322 N 367280 0005 2,956.77 032422 N 367290 0006 2,148.82 032522 N 367300 0007 5,079.50 032822 N 367310 0008 2,865.70 032922 N 367320 0009 3,326.01 033022 N 367330 0010 5,092.26 033122 N 367340 0011 2,623.87 040122 N 367360 0012 3,204.34 040422 N 367370 0013 3,088.69 040522 N 367380 0014 3,268.80 040622 N 367390 0015 1,171.07 040722 N 367400 0016 3,806.22 040822 N 367410 0017 2,487.10 041122 N 367420 0018 3,578.20 041222 N 367430 0019 2,110.70 042622 N 418780 60,173.61 TOTAL THIS ESTIMATE 2,372,784.56 TOTAL PREVIOUS ESTIMATE 2,432,958.17 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 08/19/22 EST. NO. 024 TIME 02:16 PM R.E. NAME: SANDOVAL, MARTIN 07-304504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DBE -1,000.00 011 DBE 1,000.00 012 CPRS SEPT20-DEC20 -4,000.00 014 CPRS JAN'21 - NOV'21 -5,000.00 016 CPRS JAN'21 - NOV'21 5,000.00 018 CPRS JAN 22-FEB 22 -8,000.00 019 CPRS SEPT20-DEC20 4,000.00 019 CPRS APRIL 22 -7,000.00 021 CPRS SEPT20-DEC20 8,000.00 021 CPRS MAR 22 + MAY 22 -8,000.00 022 CPRS APRIL 22 7,000.00 024 CPRS JUNE-JULT22 -4,000.00 024 CPRS MAR 22 + MAY 22 8,000.00 024 11,000.00 -4,000.00 TOTAL DEDUCTIONS 11,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 LOCATION RERUN PROGRESS ESTIMATE 07-LA-57-R0.0/R4.5 ----------------------- GRIFFITH COMPANY - FBD IN LOS ANGELES COUNTY IN DIAMOND VANGUARD CONSTRUCTION INC. JOI BAR AND CITY OF INDUSTRY FROM NT VENTURE ORANGE COUNTY LINE TO ROUTE 57/60 12200 BLOOMFIELD AVE.; SEPARATION SANTA FE SPRINGS CA 90670 FED. AID NO. HSNH-P057(69)E LANE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 155,000.0000 155,000.00 0.250 38,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,450.0000 1,232,500.00 22.000 31,900.00 466.000 675,700 004 CONSTRUCTION AREA SIGNS LS 217,000.0000 217,000.00 0.472 102,424 005 TRAFFIC CONTROL SYSTEM LS 1,500,000.0000 1,500,000.00 0.025 37,500.00 0.600 900,000 006 TYPE III BARRICADE EA 125.0000 1,500.00 9.000 1,125 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6800 388,080.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 74,200.00 383.000 13,405 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 275,000.0000 275,000.00 0.088 24,200 010 TEMPORARY RAILING (TYPE K) LF 6.8000 1,863,200.00 3,320.000 22,576.00 90,160.000 613,088 011 TEMPORARY CRASH CUSHION MODULE EA 175.0000 106,750.00 168.000 29,400 012 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.025 1,875.00 0.600 45,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.010 40.00 0.740 2,960 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 9.000 4,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 20,000.00 9.000 4,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 TEMPORARY SOIL BINDER SQYD 1.5800 29,072.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 25,300.00 50.000 11,500 019 TEMPORARY FIBER ROLL LF 6.0000 10,800.00 340.000 2,040 020 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 56,100.00 5.000 16,500 021 STREET SWEEPING LS 177,000.0000 177,000.00 0.025 4,425.00 0.575 101,775 022 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.025 375.00 0.505 7,575 PROGRAM CAS145 PAGE 2 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2700 52,380.00 119,428.000 32,245 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.4300 19,694.00 8,227.200 3,537 025 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 76.0000 3,876.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 95,000.0000 95,000.00 0.503 47,785 027 ROADWAY EXCAVATION CY 30.0000 1,761,000.00 1,126.640 33,799.20 14,154.410 424,632 028 ROADWAY EXCAVATION (TYPE Z-2) CY 400.0000 7,600.00 18.200 7,280 (AERIALLY DEPOSITED LEAD) 029 TRENCH EXCAVATION CY 23.0000 101,660.00 0.000 0 030 STRUCTURE EXCAVATION CY 26.0000 76,830.00 2,955.000 76,830 (F) 031 SAND BEDDING CY 107.0000 29,960.00 0.000 0 032 STRUCTURE BACKFILL CY 60.0000 29,940.00 499.000 29,940 (F) 033 DITCH EXCAVATION CY 107.0000 14,980.00 0.000 0 034 ROADSIDE CLEARING LS 21,000.0000 21,000.00 0.000 0 035 ROCK BLANKET SQFT 10.0000 244,000.00 2,605.000 26,050.00 21,416.640 214,166 036 SOIL AMENDMENT CY 500.0000 7,000.00 0.000 0 037 SLOW-RELEASE FERTILIZER LB 1.4000 154.00 0.000 0 038 PLANT (GROUP H) EA 3.7000 7,758.90 0.000 0 (F) 039 PLANT (GROUP M) EA 5.2500 13,072.50 0.000 0 040 PLANT (GROUP U) EA 317.0000 2,219.00 0.000 0 041 MAINTAIN EXISTING PLANTED AREAS LS 31,000.0000 31,000.00 0.025 775 042 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 043 WOOD MULCH CY 74.0000 2,886.00 0.000 0 044 CHECK AND TEST EXISTING IRRIGATION LS 3,000.0000 3,000.00 1.000 3,000 FACILITIES 045 OPERATE EXISTING IRRIGATION FACILITIES LS 45,000.0000 45,000.00 0.250 11,250 046 REMOVE IRRIGATION FACILITY LS 9,000.0000 9,000.00 0.000 0 047 CONTROL AND NEUTRAL CONDUCTORS LS 2,100.0000 2,100.00 0.000 0 048 1 1/2" REMOTE CONTROL VALVE EA 770.0000 2,310.00 0.000 0 049 REMOTE CONTROL VALVE EA 780.0000 1,560.00 0.000 0 WITH PRESSURE REGULATOR PROGRAM CAS145 PAGE 3 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 5/8" DRIP IRRIGATION TUBING LF 4.0000 6,284.00 0.000 0 (F) 051 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 91.0000 2,184.00 0.000 0 052 RISER SPRINKLER ASSEMBLY EA 37.0000 259.00 0.000 0 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.4000 9,331.40 0.000 0 (F) LINE) 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 6,349.50 0.000 0 (F) LINE) 055 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 4,064.00 0.000 0 (F) (SUPPLY LINE) 056 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 3,822.00 0.000 0 (F) (SUPPLY LINE) 057 AIR RELIEF VALVE EA 240.0000 480.00 0.000 0 058 AUTOMATIC FLUSH VALVE EA 240.0000 480.00 0.000 0 059 BALL VALVE EA 700.0000 1,400.00 0.000 0 060 HYDROMULCH SQFT 0.0500 11,950.00 0.000 0 061 HYDROSEED SQFT 0.1100 26,290.00 0.000 0 062 CLASS 3 AGGREGATE BASE (CY) CY 44.0000 1,482,800.00 1,134.890 49,935.16 7,237.550 318,452 063 LEAN CONCRETE BASE CY 220.0000 580,800.00 331.510 72,932.20 896.610 197,254 064 LEAN CONCRETE BASE RAPID SETTING CY 320.0000 1,443,200.00 435.560 139,379.20 3,784.350 1,210,992 065 BASE BOND BREAKER (GEOSYNTHETIC) SQYD 5.0000 214,000.00 5,052.210 25,261.05 22,796.650 113,983 066 CRACK TREATMENT LNMI 25,000.0000 50,000.00 1.600 40,000.00 2.500 62,500 067 REPLACE ASPHALT CONCRETE SURFACING CY 240.0000 252,000.00 8.110 1,946.40 8.110 1,946 068 HOT MIX ASPHALT (TYPE A) TON 82.0000 1,631,800.00 80.730 6,619.86 12,523.460 1,026,923 069 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.0000 553,890.00 899.770 99,874.47 3,715.680 412,440 070 DATA CORE LS 10,000.0000 10,000.00 0.250 2,500 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.0000 4,800.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 14,280.00 654.000 7,848 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 171,600.00 9,746.000 116,952 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 24,600.00 2,579.000 30,948 075 PLACE HOT MIX ASPHALT SQYD 116.0000 2,088.00 0.000 0 (MISCELLANEOUS AREA) 076 TACK COAT TON 800.0000 8,000.00 1.670 1,336.00 10.700 8,560 PROGRAM CAS145 PAGE 4 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE DIKE LF 2.6600 45,486.00 2,321.670 6,175.64 14,634.550 38,927 078 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.9300 185,368.00 6,893.000 33,982.49 29,290.000 144,399 079 CONTINUOUSLY REINFORCED CONCRETE CY 265.0000 8,930,500.00 5,677.390 1,504,508.35 21,501.540 5,697,908 PAVEMENT 080 JOINTED PLAIN CONCRETE PAVEMENT CY 260.0000 2,212,600.00 571.520 148,595.20 1,398.320 363,563 081 JOINTED PLAIN CONCRETE PAVEMENT CY 345.0000 5,209,500.00 1,617.780 558,134.10 11,555.610 3,986,685 (RSC) 082 DRILL AND BOND (DOWEL BAR) EA 20.0000 128,800.00 2,432.000 48,640 083 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 650.0000 1,768,000.00 1,334.000 867,100 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 ISOLATION JOINT SEAL (PREFORMED LF 10.0000 1,080,000.00 0.000 0 COMPRESSION) 086 REMOVE CONCRETE PAVEMENT AND BASE CY 41.0000 2,332,900.00 3,780.000 154,980.00 50,120.400 2,054,936 087 GRIND EXISTING CONCRETE SQYD 5.0000 1,505,000.00 142,586.290 712,931 PAVEMENT 088 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 442.0000 384,982.00 0.000 0 089 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,300.0000 702,000.00 204.000 265,200.00 342.000 444,600 PILE (SIGN FOUNDATION) 090 STRUCTURAL CONCRETE CY 750.0000 444,750.00 593.000 444,750 (F) 091 STRUCTURAL CONCRETE, HEADWALL CY 4,400.0000 12,320.00 0.000 0 (F) 092 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,600.0000 1,087,200.00 5.250 18,900.00 146.054 525,794 (F) 093 MINOR CONCRETE CY 1,400.0000 64,400.00 15.760 22,064.00 46.060 64,484 (F) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 7,000.0000 53,200.00 11.200 78,400 (F) 095 MINOR CONCRETE (BACKFILL) CY 900.0000 27,000.00 0.000 0 (F) 096 BAR REINFORCING STEEL LB 1.1000 180,556.20 138,482.000 152,330 (F) 097 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2500 1,299,263.25 111,222.000 472,693.50 213,286.000 906,465 (F) 098 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 79,484.34 123,512.000 32,113.12 213,286.000 55,454 (F) 099 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,100.0000 6,600.00 2.000 2,200 100 REMOVE SIGN STRUCTURE (EA) EA 5,600.0000 100,800.00 3.000 16,800.00 13.000 72,800 101 12" PLASTIC PIPE LF 72.0000 18,000.00 0.000 0 102 15" PLASTIC PIPE LF 310.0000 1,550.00 5.000 1,550 103 18" REINFORCED CONCRETE PIPE LF 180.0000 178,200.00 800.000 144,000 PROGRAM CAS145 PAGE 5 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" REINFORCED CONCRETE PIPE LF 177.0000 1,219,530.00 6,746.000 1,194,042 105 18" SLOTTED CORRUGATED STEEL PIPE LF 113.0000 740,150.00 335.000 37,855 (.079" THICK) 106 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 67.0000 33,500.00 500.000 33,500 107 6" NON-PERFORATED PLASTIC PIPE LF 147.0000 7,791.00 53.000 7,791 (UNDERDRAIN) 108 CLASS 4 PERMEABLE MATERIAL CY 265.0000 49,820.00 188.000 49,820 (F) 109 CLASS 5 PERMEABLE MATERIAL CY 278.0000 49,484.00 178.000 49,484 (F) 110 CLASS D FILTER FABRIC SQYD 11.0000 27,830.00 0.000 0 111 CLASS 1 (TYPE A) PERMEABLE MATERIAL CY 188.0000 26,320.00 0.000 0 112 CLASS 6 PERMEABLE MATERIAL CY 49.0000 77,420.00 0.000 0 113 18" CORRUGATED STEEL PIPE RISER LF 600.0000 23,400.00 0.000 0 (.079" THICK) 114 GRATED LINE DRAIN LF 900.0000 9,900.00 0.000 0 115 36" PRECAST CONCRETE PIPE MANHOLE LF 520.0000 1,560.00 0.000 0 116 ABANDON CULVERT (LF) LF 50.0000 32,000.00 410.000 20,500 117 ABANDON RISER EA 1,200.0000 1,200.00 0.000 0 118 REMOVE PIPE (LF) LF 32.0000 406,400.00 15,452.000 494,464 119 REMOVE INLET EA 1,200.0000 32,400.00 4.000 4,800 120 ADJUST PULLBOX TO GRADE EA 800.0000 2,400.00 2.000 1,600 121 CONCRETED-ROCK SLOPE PROTECTION CY 1,000.0000 13,000.00 0.000 0 (F) (FACING, METHOD B) (CY) 122 GABION CY 850.0000 18,700.00 22.000 18,700 (F) 123 MINOR CONCRETE (CURB) (CY) CY 1,250.0000 25,000.00 0.000 0 124 DETECTABLE WARNING SURFACE SQFT 86.0000 6,708.00 25.500 2,193.00 77.760 6,687 125 REMOVE CONCRETE CY 560.0000 15,120.00 46.300 25,928 (CURB, GUTTER, AND SIDEWALK) (CY) 126 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 9,000.00 3.000 4,500 127 MISCELLANEOUS IRON AND STEEL LB 1.2500 101,871.25 26,241.000 32,801 (F) 128 MISCELLANEOUS METAL LB 250.0000 57,500.00 230.000 57,500 (F) 129 OBSERVATION WELL EA 11,000.0000 33,000.00 0.000 0 130 TEMPORARY FENCE (TYPE CL-6) LF 23.0000 2,760.00 127.000 2,921 PROGRAM CAS145 PAGE 6 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CHAIN LINK FENCE (TYPE CL-6) LF 52.0000 3,120.00 60.000 3,120 132 REMOVE CHAIN LINK FENCE LF 20.0000 520.00 0.000 0 133 REMOVE PAVEMENT MARKER EA 0.5400 24,732.00 674.000 363.96 20,683.000 11,168 134 GUARD RAILING DELINEATOR EA 30.0000 7,800.00 13.000 390.00 255.000 7,650 135 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1600 91,368.00 674.000 1,455.84 18,389.000 39,720 136 MILEPOST MARKER EA 54.0000 2,376.00 0.000 0 137 REMOVE ROADSIDE SIGN (WOOD POST) EA 108.0000 15,120.00 77.000 8,316 138 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 5,200.00 25.000 5,000 139 REMOVE ROADSIDE SIGN EA 108.0000 3,024.00 16.000 1,728 (STRAP AND SADDLE BRACKET METHOD) 140 REMOVE ROADSIDE SIGN PANEL EA 86.0000 688.00 2.000 172 141 INSTALL REMOVABLE SIGN PANEL FRAME LB 11.0000 3,520.00 311.000 3,421 142 FURNISH REMOVABLE SIGN PANEL FRAME LB 10.0000 3,200.00 311.000 3,110 WITH SIGN PANELS ATTACHED 143 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.0000 10,800.00 120.000 2,400 144 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 17.0000 72,760.00 1,911.600 32,497 FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 FURNISH LAMINATED PANEL SIGN SQFT 26.0000 20,020.00 460.000 11,960 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 146 FURNISH LAMINATED PANEL SIGN SQFT 27.0000 1,593.00 58.500 1,579 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,680.00 148.000 1,776 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 6,314.00 245.900 2,016 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,680.00 67.600 811 (0.080"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 6,210.00 178.900 1,610 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,224.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 14,760.00 311.500 5,607 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7000 34,733.00 3,066.700 14,413 154 METAL (BARRIER MOUNTED SIGN) LB 8.6000 23,736.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 METAL (RAIL MOUNTED SIGN) LB 172.0000 688.00 2.000 344 156 ROADSIDE SIGN - ONE POST EA 356.0000 46,280.00 14.000 4,984.00 87.000 30,972 157 ROADSIDE SIGN - TWO POST EA 825.0000 17,325.00 12.000 9,900 158 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 15,400.00 13.000 2,860 METHOD) 159 INSTALL SIGN OVERLAY SQFT 54.0000 756.00 293.200 15,832 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 15,440.00 1,620.000 12,960 161 INSTALL ROADSIDE SIGN PANEL ON EA 172.0000 1,032.00 1.000 172 EXISTING POST 162 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.0000 82,460.00 2,676.500 82,971 163 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0000 106,950.00 1,559.700 107,619 164 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 42.0000 1,050.00 0.000 0 (WOOD POST) 165 CABLE RAILING LF 36.0000 17,784.00 494.000 17,784 (F) 166 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 46,200.00 7.000 29,400 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 14,000.00 6.000 6,000 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,100.0000 77,900.00 11.000 45,100 169 CRASH CUSHION (TYPE SCI100GM) EA 78,000.0000 78,000.00 0.000 0 170 CONCRETE BARRIER (TYPE 60M) LF 90.0000 770,400.00 0.000 0 171 CONCRETE BARRIER (TYPE 60MA) LF 110.0000 91,300.00 0.000 0 172 CONCRETE BARRIER (TYPE 60MGF) LF 270.0000 353,700.00 0.000 0 173 CONCRETE BARRIER (TYPE 60MP) LF 470.0000 75,200.00 0.000 0 174 CONCRETE BARRIER (TYPE 60M LF 235.0000 284,585.00 0.000 0 MODIFIED) 175 CONCRETE BARRIER (TYPE 60M MOD) (WITH LF 130.0000 270,400.00 0.000 0 SCUPPER) 176 CONCRETE BARRIER (TYPE 60W) LF 205.0000 1,691,250.00 0.000 0 177 CONCRETE BARRIER (TYPE 736B) LF 172.0000 6,880.00 40.000 6,880 (F) 178 REMOVE GUARDRAIL LF 6.4000 15,360.00 1,727.000 11,052 179 REMOVE CONCRETE BARRIER LF 21.0000 470,400.00 22,086.000 463,806 180 REMOVE CRASH CUSHION (SAND FILLED) EA 215.0000 3,010.00 0.000 0 181 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 137,150.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9200 62,652.00 0.000 0 183 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 2,021.00 0.000 0 (BROKEN 12-3) 184 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 26,962.50 0.000 0 185 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 110,880.00 0.000 0 (BROKEN 36-12) 186 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,005.00 0.000 0 (BROKEN 17-7) 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 8,858.00 0.000 0 (BROKEN 36-12) 188 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1300 198,900.00 32,610.000 4,239.30 1,173,866.000 152,602 189 PAINT PAVEMENT MARKING (1-COAT) SQFT 1.6500 5,758.50 126.000 207.90 3,482.000 5,745 190 REMOVE PAINTED TRAFFIC STRIPE LF 0.2200 154,000.00 25,824.000 5,681.28 497,026.000 109,345 191 REMOVE PAINTED PAVEMENT MARKING SQFT 1.3500 3,145.50 126.000 170.10 1,218.000 1,644 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 49,140.00 81,530.000 22,013 194 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3500 729.00 1,886.000 2,546 195 CONTRAST STRIPE PAINT (1-COAT) LF 0.1300 27,820.00 24,324.000 3,162.12 368,898.000 47,956 196 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 197 INDUCTIVE LOOP DETECTOR (LS) LS 3,000.0000 3,000.00 0.000 0 198 TEMPORARY LIGHTING SYSTEM LS 36,000.0000 36,000.00 0.903 32,508 199 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,100,000.0000 3,100,000.00 0.033 102,300.00 0.423 1,311,300 200 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 201 DRILL AND BOND (TIE BAR) EA 20.0000 73,800.00 0.000 0 202 30" REINFORCED CONCRETE PIPE LF 175.0000 92,750.00 524.000 91,700 PROGRAM CAS145 PAGE 9 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 02:16 PM ESTIMATE NO. 024 BID OPENING 04/28/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,955,118.44 28,595,091.65 ADJUSTMENT OF COMPENSATION 3,371.09 915,752.29 EXTRA WORK 56,802.52 1,517,205.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,015,292.05 31,028,049.82 203 MOBILIZATION LS 5,300,000.0000 5,300,000.00 0.050 265,000.00 1.000 5,300,000 ORIGINAL CONTRACT AMOUNT 60,775,457.84 TOTAL WORK COMPLETED 4,280,292.05 36,328,049.82 MATERIALS ON HAND ON SITE 235,693.57 DEDUCTIONS 11,000.00 -4,000.00 TOTAL 4,291,292.05 36,559,743.39 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 06/29/20 1000 09/08/20 08/24/20 04/04/25 466 35 10 0 58% 46% PROGRESS IS SATISFACTORY SANDOVAL, MARTIN RESIDENT ENGINEER