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 09/18/23 EST. NO. 037 TIME 12:00 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 --------------------------------------------------------------------------- 001 0026 2,407.99 E.W. @ F.A.(+) 060222 N T05 0 0077 12,919.37 031623 N 519550 0078 13,455.74 032723 N 519600 0079 316.82 060623 N 528290 002 0061 1,640.47 E.W. @ F.A.(+) 111522 N 62 0 0076 836.72 030123 N 76 0 0081 5,058.98 013123 N 81 0 0082 6,544.75 012523 N 82 0 0083 6,911.64 021323 N 83 0 0084 2,765.96 021723 N 84 0 0094 6,306.11 060623 N 94 0 0095 6,588.55 033023 N 95 0 0096 6,347.41 060823 N 96 0 0097 1,585.18 020123 N 522310 004 0006 7,506.93 E.W. @ F.A.(+) 040523 N 519430 006 0030 2,250.00 E.W. @ U.P (+) 081022 N 4006 0 0031 300.00 093022 N 4072 0 0032 300.00 103122 N 4124 0 0033 2,250.00 110822 N 4148 0 0034 300.00 113022 N 4170 0 0035 300.00 123122 N 4213 0 0036 300.00 013123 N 4258 0 0037 2,250.00 020723 N 4283 0 0038 300.00 022823 N 4303 0 0039 300.00 033123 N 4353 0 0040 300.00 043023 N 4399 0 0041 2,250.00 050223 N 4390 0 0042 300.00 053123 N 4446 0 0043 300.00 063023 N 4499 0 0044 300.00 073123 N 4547 0 0045 2,250.00 080823 N 4576 0 034 0005 123,497.08 E.W. @ L.S.(+) 091023 N 5 0 219,239.70 TOTAL THIS ESTIMATE 5,008,065.77 TOTAL PREVIOUS ESTIMATE 5,227,305.47 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 09/18/23 EST. NO. 037 TIME 12:00 PM R.E. NAME: SANDOVAL, MARTIN 07-304504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FEB23 DBE REPORT -1,000.00 031 FEB23 DBE REPORT -1,000.00 032 DBE VIOLATION -805,186.73 033 0.00 -807,186.73 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 CPRS JUNE-JULY22 4,000.00 025 CPRS AUG-SEPT 22 -8,000.00 026 CPRS SEPT 22 -10,000.00 027 CPRS SUG-SEPT 22 8,000.00 027 CPRS OCT-NOV 22 -5,000.00 028 CPRS JAN-FEB 23 -10,000.00 031 CPRS OCT-NOV 22 5,000.00 031 CPRS SEPT 22 10,000.00 031 MISSING PAYROLLS -10,000.00 032 CPRS JAN-FEB 23 10,000.00 033 MISSING PAYROLLS 10,000.00 033 0.00 0.00 TOTAL DEDUCTIONS 0.00 -807,186.73 PROGRAM CAS145 PAGE 1 DATE 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 LOCATION 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 0.750 116,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,450.0000 1,232,500.00 22.000 31,900.00 698.000 1,012,100 004 CONSTRUCTION AREA SIGNS LS 217,000.0000 217,000.00 0.025 5,425.00 0.822 178,374 005 TRAFFIC CONTROL SYSTEM LS 1,500,000.0000 1,500,000.00 0.025 37,500.00 0.925 1,387,500 006 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 74,200.00 412.000 14,420 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 275,000.0000 275,000.00 0.099 27,225 010 TEMPORARY RAILING (TYPE K) LF 6.8000 1,863,200.00 96,800.000 658,240 011 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 0.925 69,375 013 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.010 40.00 0.870 3,480 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 22.000 11,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 20,000.00 15.000 7,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 017 TEMPORARY SOIL BINDER SQYD 1.5800 29,072.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 25,300.00 110.000 25,300 019 TEMPORARY FIBER ROLL LF 6.0000 10,800.00 340.000 2,040 020 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 56,100.00 22.000 72,600 021 STREET SWEEPING LS 177,000.0000 177,000.00 0.025 4,425.00 0.900 159,300 022 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.025 375.00 0.830 12,450 PROGRAM CAS145 PAGE 2 DATE 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 44,909.200 19,310 025 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 76.0000 3,876.00 51.000 3,876 026 CLEARING AND GRUBBING (LS) LS 95,000.0000 95,000.00 1.000 95,000 027 ROADWAY EXCAVATION CY 30.0000 1,761,000.00 21,214.180 636,425 028 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 4,126.790 94,916 030 STRUCTURE EXCAVATION CY 26.0000 76,830.00 2,955.000 76,830 (F) 031 SAND BEDDING CY 107.0000 29,960.00 248.600 26,600 032 STRUCTURE BACKFILL CY 60.0000 29,940.00 499.000 29,940 (F) 033 DITCH EXCAVATION CY 107.0000 14,980.00 138.030 14,769 034 ROADSIDE CLEARING LS 21,000.0000 21,000.00 1.000 21,000 035 ROCK BLANKET SQFT 10.0000 244,000.00 26,165.750 261,657 036 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 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,950.00 170,174.000 8,508 061 HYDROSEED SQFT 0.1100 26,290.00 170,174.000 18,719 062 CLASS 3 AGGREGATE BASE (CY) CY 44.0000 1,482,800.00 7,978.710 351,063 063 LEAN CONCRETE BASE CY 220.0000 580,800.00 2,497.800 549,516 064 LEAN CONCRETE BASE RAPID SETTING CY 320.0000 1,443,200.00 4,571.450 1,462,864 065 BASE BOND BREAKER (GEOSYNTHETIC) SQYD 5.0000 214,000.00 41,253.100 206,265 066 CRACK TREATMENT LNMI 25,000.0000 50,000.00 2.500 62,500 067 REPLACE ASPHALT CONCRETE SURFACING CY 240.0000 252,000.00 614.860 147,566 068 HOT MIX ASPHALT (TYPE A) TON 82.0000 1,631,800.00 17,418.990 1,428,357 069 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.0000 553,890.00 4,689.020 520,481 070 DATA CORE LS 10,000.0000 10,000.00 0.500 5,000 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.0000 4,800.00 410.000 4,920 072 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 14,280.00 1,299.000 15,588 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 171,600.00 16,494.000 197,928 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 24,600.00 3,870.000 46,440 075 PLACE HOT MIX ASPHALT SQYD 116.0000 2,088.00 17.660 2,048 (MISCELLANEOUS AREA) 076 TACK COAT TON 800.0000 8,000.00 11.480 9,184 PROGRAM CAS145 PAGE 4 DATE 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,037.240 45,319 078 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.9300 185,368.00 37,583.170 185,285 079 CONTINUOUSLY REINFORCED CONCRETE CY 265.0000 8,930,500.00 33,330.100 8,832,476 PAVEMENT 080 JOINTED PLAIN CONCRETE PAVEMENT CY 260.0000 2,212,600.00 6,553.210 1,703,834 081 JOINTED PLAIN CONCRETE PAVEMENT CY 345.0000 5,209,500.00 14,878.490 5,133,079 (RSC) 082 DRILL AND BOND (DOWEL BAR) EA 20.0000 128,800.00 3,520.000 70,400 083 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 650.0000 1,768,000.00 1,950.000 1,267,500 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 ISOLATION JOINT SEAL (PREFORMED LF 10.0000 1,080,000.00 11,250.000 112,500 COMPRESSION) 086 REMOVE CONCRETE PAVEMENT AND BASE CY 41.0000 2,332,900.00 79,261.160 3,249,707 087 GRIND EXISTING CONCRETE SQYD 5.0000 1,505,000.00 262,729.110 1,313,645 PAVEMENT 088 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 442.0000 384,982.00 931.500 411,723 089 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,300.0000 702,000.00 530.900 690,170 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 2.800 12,320 (F) 092 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,600.0000 1,087,200.00 6.760 24,336.00 268.284 965,822 (F) 093 MINOR CONCRETE CY 1,400.0000 64,400.00 46.060 64,484 (F) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 7,000.0000 53,200.00 13.380 93,660 (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 1,299,263.25 217,191.000 923,061 (F) 098 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 79,484.34 277,400.000 72,124 (F) 099 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,100.0000 6,600.00 5.000 5,500 100 REMOVE SIGN STRUCTURE (EA) EA 5,600.0000 100,800.00 18.000 100,800 101 12" PLASTIC PIPE LF 72.0000 18,000.00 214.000 15,408 102 15" PLASTIC PIPE LF 310.0000 1,550.00 5.000 1,550 103 18" REINFORCED CONCRETE PIPE LF 180.0000 178,200.00 1,012.000 182,160 PROGRAM CAS145 PAGE 5 DATE 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 740,150.00 550.000 62,150.00 4,654.000 525,902 (.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 2,338.800 25,726 111 CLASS 1 (TYPE A) PERMEABLE MATERIAL CY 188.0000 26,320.00 124.300 23,368 112 CLASS 6 PERMEABLE MATERIAL CY 49.0000 77,420.00 1,454.900 71,290 113 18" CORRUGATED STEEL PIPE RISER LF 600.0000 23,400.00 19.000 11,400 (.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 1.000 1,200 118 REMOVE PIPE (LF) LF 32.0000 406,400.00 15,452.000 494,464 119 REMOVE INLET EA 1,200.0000 32,400.00 16.000 19,200 120 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 12.040 12,040 (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 20.070 25,087 124 DETECTABLE WARNING SURFACE SQFT 86.0000 6,708.00 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 6.000 9,000 127 MISCELLANEOUS IRON AND STEEL LB 1.2500 101,871.25 4,238.000 5,297.50 68,507.000 85,633 (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 3.000 33,000 130 TEMPORARY FENCE (TYPE CL-6) LF 23.0000 2,760.00 127.000 2,921 PROGRAM CAS145 PAGE 6 DATE 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.500 510 133 REMOVE PAVEMENT MARKER EA 0.5400 24,732.00 25,309.000 13,666 134 GUARD RAILING DELINEATOR EA 30.0000 7,800.00 382.000 11,460 135 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1600 91,368.00 23,255.000 50,230 136 MILEPOST MARKER EA 54.0000 2,376.00 0.000 0 137 REMOVE ROADSIDE SIGN (WOOD POST) EA 108.0000 15,120.00 139.000 15,012 138 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 5,200.00 27.000 5,400 139 REMOVE ROADSIDE SIGN EA 108.0000 3,024.00 28.000 3,024 (STRAP AND SADDLE BRACKET METHOD) 140 REMOVE ROADSIDE SIGN PANEL EA 86.0000 688.00 7.000 602 141 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 3,808.200 64,739 FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 FURNISH LAMINATED PANEL SIGN SQFT 26.0000 20,020.00 576.700 14,994 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 146 FURNISH LAMINATED PANEL SIGN SQFT 27.0000 1,593.00 65.300 1,763 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,680.00 579.600 6,955 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 6,314.00 569.200 4,667 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,680.00 371.900 4,462 (0.080"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 6,210.00 588.700 5,298 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,224.00 72.000 1,224 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 14,760.00 740.100 13,321 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7000 34,733.00 6,452.700 30,327 154 METAL (BARRIER MOUNTED SIGN) LB 8.6000 23,736.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 688 156 ROADSIDE SIGN - ONE POST EA 356.0000 46,280.00 128.000 45,568 157 ROADSIDE SIGN - TWO POST EA 825.0000 17,325.00 19.000 15,675 158 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 15,400.00 49.000 10,780 METHOD) 159 INSTALL SIGN OVERLAY SQFT 54.0000 756.00 13.200 712 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 15,440.00 1,736.700 13,893 161 INSTALL ROADSIDE SIGN PANEL ON EA 172.0000 1,032.00 6.000 1,032 EXISTING POST 162 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.0000 82,460.00 4,168.400 129,220 163 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0000 106,950.00 2,454.000 169,326 164 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 42.0000 1,050.00 25.000 1,050 (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 12.000 50,400 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 14,000.00 13.000 13,000 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,100.0000 77,900.00 17.000 69,700 169 CRASH CUSHION (TYPE SCI100GM) EA 78,000.0000 78,000.00 1.000 78,000 170 CONCRETE BARRIER (TYPE 60M) LF 90.0000 770,400.00 164.000 14,760.00 2,630.000 236,700 171 CONCRETE BARRIER (TYPE 60MA) LF 110.0000 91,300.00 0.000 0 172 CONCRETE BARRIER (TYPE 60MGF) LF 270.0000 353,700.00 396.500 107,055.00 396.500 107,055 173 CONCRETE BARRIER (TYPE 60MP) LF 470.0000 75,200.00 0.000 0 174 CONCRETE BARRIER (TYPE 60M LF 235.0000 284,585.00 46.000 10,810.00 278.000 65,330 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 2,493.500 15,958 179 REMOVE CONCRETE BARRIER LF 21.0000 470,400.00 22,376.500 469,906 180 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 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,437,809.000 186,915 189 PAINT PAVEMENT MARKING (1-COAT) SQFT 1.6500 5,758.50 4,705.000 7,763 190 REMOVE PAINTED TRAFFIC STRIPE LF 0.2200 154,000.00 675,431.000 148,594 191 REMOVE PAINTED PAVEMENT MARKING SQFT 1.3500 3,145.50 1,592.000 2,149 192 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 27,820.00 562,802.000 73,164 196 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 197 INDUCTIVE LOOP DETECTOR (LS) LS 3,000.0000 3,000.00 1.000 3,000 198 TEMPORARY LIGHTING SYSTEM LS 36,000.0000 36,000.00 1.000 36,000 199 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,100,000.0000 3,100,000.00 0.028 86,800.00 0.638 1,977,800 200 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 09/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-304504 TIME 12:00 PM ESTIMATE NO. 037 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 09/20/23 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 09/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 392,748.50 43,354,917.74 ADJUSTMENT OF COMPENSATION 0.00 1,258,205.72 EXTRA WORK 219,239.70 3,969,099.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 611,988.20 48,582,223.21 203 MOBILIZATION LS 5,300,000.0000 5,300,000.00 1.000 5,300,000 ORIGINAL CONTRACT AMOUNT 60,775,457.84 TOTAL WORK COMPLETED 611,988.20 53,882,223.21 MATERIALS ON HAND ON SITE -46,564.87 224,654.38 DEDUCTIONS 0.00 -807,186.73 TOTAL 565,423.33 53,299,690.86 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 05/02/25 698 68 -3 0 83% 70% PROGRESS IS SATISFACTORY SANDOVAL, MARTIN RESIDENT ENGINEER