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 03/23/23 EST. NO. 018 TIME 02:51 PM R.E. NAME: DAVIS, DARCY 08-1C0824 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0016 177,231.29 E.W. @ L.S.(+) 032123 N 0017 0 177,231.29 TOTAL THIS ESTIMATE 48,958,006.80 TOTAL PREVIOUS ESTIMATE 49,135,238.09 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 03/23/23 EST. NO. 018 TIME 02:51 PM R.E. NAME: DAVIS, DARCY 08-1C0824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 201 -153,052.95 006 OVERBID ITEM NO. 201 -40,814.12 009 0.00 -193,867.07 TOTAL DEDUCTIONS 0.00 -193,867.07 PROGRAM CAS145 PAGE 1 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 LOCATION PROGRESS ESTIMATE 08-RIV-10-R104.9/R134.2 ----------------- FISHER SAND & GRAVEL CO. NEAR BLYTHE, FROM SR 10/177 SEP TO 1302 W. DRIVERS WAY; NEAR BLYTHE, FROM SR 10/177 SEP TO TEMPE AZ 85284 1.05 MI W/O WILEY'S WELL RD OC FED. AID NO. B1IM-010 -3(112)E REHABILITATE MAINLINE PAVEMENT, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 100,000.0000 100,000.00 0.028 2,800.00 0.476 47,600 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 4,500,000.00 19.000 114,000.00 357.000 2,142,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 132,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 32,000.00 20.000 4,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 1,200,000.0000 1,200,000.00 0.028 33,600.00 0.532 638,400 007 CONSTRUCTION AREA SIGNS LS 230,000.0000 230,000.00 0.884 203,320 008 TRAFFIC CONTROL SYSTEM LS 1,450,000.0000 1,450,000.00 0.028 40,600.00 0.529 767,050 009 FLASHING ARROW SIGN EA 15,000.0000 30,000.00 0.056 840.00 0.756 11,340 010 TYPE III BARRICADE EA 90.0000 2,880.00 17.000 1,530 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 159.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 485,000.00 526,330.000 131,582 013 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 24,800.00 130.000 5,200 014 PLASTIC TRAFFIC DRUMS EA 45.0000 11,250.00 33.000 1,485 015 PORTABLE FLASHING BEACON EA 1,300.0000 9,100.00 0.028 36.40 6.226 8,093 016 PORTABLE RADAR SPEED FEEDBACK SIGN EA 110.0000 214,500.00 54.000 5,940.00 896.000 98,560 SYSTEM DAY 017 TEMPORARY PAVEMENT MARKER EA 2.0000 58,000.00 8,857.000 17,714 018 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 37,500.0000 600,000.00 11.000 412,500 019 TEMPORARY RAILING (TYPE K) LF 12.0000 8,088,000.00 244,960.000 2,939,520 020 TEMPORARY CRASH CUSHION MODULE EA 250.0000 112,500.00 40.000 10,000.00 79.000 19,750 021 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 405,000.00 3.000 13,500.00 26.000 117,000 022 TEMPORARY TRAFFIC SCREEN LF 3.0000 2,022,000.00 7,470.000 22,410 PROGRAM CAS145 PAGE 2 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RADAR SPEED FEEDBACK EA 15,000.0000 60,000.00 0.028 420.00 2.448 36,720 SIGN SYSTEM 024 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.028 1,680.00 0.476 28,560 025 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 027 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 3.000 1,500.00 3.000 1,500 (TEMPORARY EROSION CONTROL) 028 TEMPORARY SOIL BINDER SQYD 0.2500 275,000.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 12,600.00 0.000 0 030 TEMPORARY FIBER ROLL LF 3.2500 325,000.00 15,509.000 50,404 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 8.998 44,990 032 STREET SWEEPING LS 600,000.0000 600,000.00 0.028 16,800.00 0.504 302,400 033 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.100 7,000.00 0.450 31,500 034 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 4,360.00 21,442.650 4,288 STRIPE (HAZARDOUS WASTE) 036 TREATED WOOD WASTE LB 0.3000 106,200.00 55,500.000 16,650.00 144,180.000 43,254 037 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 500,000.0000 500,000.00 0.028 14,000.00 0.532 266,000 038 NATURAL RESOURCE PROTECTION PLAN LS 10,000.0000 10,000.00 0.028 280.00 0.532 5,320 039 CLEARING AND GRUBBING (LS) LS 750,000.0000 750,000.00 1.000 750,000 040 ROADWAY EXCAVATION CY 27.0000 7,479,000.00 397,909.000 10,743,543 041 SHOULDER BACKING TON 18.0000 1,333,800.00 16,347.000 294,246 042 STRUCTURE EXCAVATION (BRIDGE) CY 26.0000 297,414.00 0.000 0 (F) 043 STRUCTURE EXCAVATION CY 15.0000 1,995,000.00 8,179.000 122,685.00 28,169.000 422,535 (ROCK SLOPE PROTECTION) 044 SAND BEDDING CY 45.0000 257,400.00 0.000 0 045 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 654,600.00 0.000 0 (F) 046 IMPORTED BORROW (CY) CY 20.0000 25,600,000.00 0.000 0 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 2.000 3,000.00 2.000 3,000 048 DUFF (ACRE) ACRE 600.0000 132,000.00 120.000 72,000 049 FIBER ROLLS LF 4.0000 4,120.00 1,000.000 4,000 PROGRAM CAS145 PAGE 3 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.1000 923,000.00 0.000 0 051 CLASS 2 AGGREGATE SUBBASE CY 30.0000 573,000.00 44,196.000 1,325,880 052 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 4,830,000.00 14,730.000 338,790.00 75,233.000 1,730,359 053 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 684,000.00 0.000 0 054 REPLACE ASPHALT CONCRETE SURFACING CY 150.0000 1,476,000.00 0.000 0 055 PRIME COAT TON 700.0000 651,000.00 18.500 12,950.00 482.500 337,750 056 HOT MIX ASPHALT (TYPE A) TON 74.0000 42,402,000.00 13,279.000 982,646.00 147,872.360 10,942,554 057 MINOR HOT MIX ASPHALT TON 600.0000 51,600.00 0.000 0 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 690,000.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 2,250.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 450.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 26,160.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 4,080.00 0.000 0 063 PLACE HOT MIX ASPHALT SQYD 100.0000 65,000.00 0.000 0 (MISCELLANEOUS AREA) 064 TACK COAT TON 600.0000 396,000.00 125.000 75,000 065 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 26,010.00 4,300.000 12,900.00 4,300.000 12,900 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 2,232,500.00 7,200.000 18,000 067 REMOVE BASE AND SURFACING CY 30.0000 372,000.00 0.000 0 068 CONTINUOUSLY REINFORCED CONCRETE CY 250.0000 6,775,000.00 0.000 0 PAVEMENT 069 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 26,820,000.00 28,946.500 5,210,370.00 186,848.500 33,632,730 070 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 44,820,000.00 0.000 0 FOR CONCRETE OVERLAY OVER ASPHALT (JPCP-COA) 071 JOINTED PLAIN CONCRETE PAVEMENT CY 360.0000 1,638,000.00 2,537.000 913,320 (RSC) 072 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 374,200.00 0.000 0 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 875.0000 1,393,875.00 0.000 0 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 3,196,000.00 0.000 0 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,650.0000 7,466,250.00 0.000 0 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 4 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 AGGREGATE BASE (APPROACH SLAB) CY 225.0000 117,450.00 260.000 58,500.00 1,928.000 433,800 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 2,329,000.00 0.000 0 (F) (TYPE N) 078 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 4,615,200.00 377.000 339,300.00 1,892.000 1,702,800 (TYPE R) 079 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 114,260.00 0.000 0 (F) 080 STRUCTURAL CONCRETE, HEADWALL CY 575.0000 33,925.00 0.000 0 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 26,400.00 0.000 0 082 PAVING NOTCH EXTENSION CF 110.0000 299,750.00 86.300 9,493.00 1,408.000 154,880 083 DRILL AND BOND DOWEL LF 45.0000 652,095.00 0.000 0 084 JOINT SEAL (MR 1/2") LF 45.0000 136,710.00 -320.000 -14,400.00 340.000 15,300 085 JOINT SEAL (MR 1") LF 50.0000 107,650.00 505.000 25,250.00 1,360.000 68,000 086 BAR REINFORCING STEEL LB 6.0000 39,960.00 0.000 0 087 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 3,106,230.00 0.000 0 (F) 088 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 66,849.00 0.000 0 (F) 089 HEADED BAR REINFORCEMENT EA 50.0000 6,200.00 0.000 0 (F) 090 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.2000 45,909.80 135,720.000 27,144 091 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 99,863.70 66,700.000 20,010.00 133,400.000 40,020 092 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 2,081,100.00 3,605.000 270,375.00 10,103.000 757,725 093 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 1,331,516.00 66,700.000 266,800.00 133,400.000 533,600 (F) 094 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 0.500 20,000 095 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 0.000 0 096 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,000.0000 40,000.00 0.500 20,000 097 BRIDGE REMOVAL (PORTION), LOCATION D LS 40,000.0000 40,000.00 1.000 40,000 098 BRIDGE REMOVAL (PORTION), LOCATION E LS 40,000.0000 40,000.00 0.000 0 099 BRIDGE REMOVAL (PORTION), LOCATION F LS 40,000.0000 40,000.00 1.000 40,000 100 BRIDGE REMOVAL (PORTION), LOCATION G LS 40,000.0000 40,000.00 1.000 40,000 101 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 0.000 0 102 BRIDGE REMOVAL (PORTION), LOCATION I LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 BRIDGE REMOVAL (PORTION), LOCATION J LS 40,000.0000 40,000.00 1.000 40,000 104 BRIDGE REMOVAL (PORTION), LOCATION K LS 40,000.0000 40,000.00 0.000 0 105 BRIDGE REMOVAL (PORTION), LOCATION L LS 40,000.0000 40,000.00 0.000 0 106 BRIDGE REMOVAL (PORTION), LOCATION M LS 40,000.0000 40,000.00 1.000 40,000 107 BRIDGE REMOVAL (PORTION), LOCATION N LS 40,000.0000 40,000.00 0.000 0 108 BRIDGE REMOVAL (PORTION), LOCATION O LS 40,000.0000 40,000.00 0.000 0 109 BRIDGE REMOVAL (PORTION), LOCATION P LS 40,000.0000 40,000.00 0.000 0 110 BRIDGE REMOVAL (PORTION), LOCATION Q LS 40,000.0000 40,000.00 0.000 0 111 BRIDGE REMOVAL (PORTION), LOCATION R LS 40,000.0000 40,000.00 0.000 0 112 BRIDGE REMOVAL (PORTION), LOCATION S LS 40,000.0000 40,000.00 1.000 40,000 113 BRIDGE REMOVAL (PORTION), LOCATION T LS 40,000.0000 40,000.00 0.000 0 114 BRIDGE REMOVAL (PORTION), LOCATION U LS 40,000.0000 40,000.00 0.000 0 115 BRIDGE REMOVAL (PORTION), LOCATION V LS 40,000.0000 40,000.00 1.000 40,000 116 BRIDGE REMOVAL (PORTION), LOCATION W LS 40,000.0000 40,000.00 1.000 40,000 117 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 99,000.00 0.000 0 118 24" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 199,500.00 0.000 0 119 30" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 200,000.00 0.000 0 120 48" CORRUGATED STEEL PIPE (.109" THICK) LF 240.0000 79,200.00 0.000 0 121 8" PERFORATED STEEL PIPE UNDERDRAIN LF 125.0000 9,250.00 0.000 0 (.064" THICK) 122 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 135.0000 19,980.00 0.000 0 (.064" THICK) 123 36" CORRUGATED STEEL PIPE INLET LF 375.0000 48,750.00 0.000 0 (.079" THICK) 124 18" STEEL FLARED END SECTION EA 400.0000 12,000.00 0.000 0 125 24" STEEL FLARED END SECTION EA 450.0000 8,100.00 0.000 0 126 30" STEEL FLARED END SECTION EA 900.0000 9,000.00 0.000 0 127 REMOVE OVERSIDE DRAIN EA 1,500.0000 21,000.00 0.000 0 128 REMOVE CULVERT (LF) LF 200.0000 1,200.00 0.000 0 129 REMOVE HEADWALL EA 3,000.0000 6,000.00 1.000 3,000 PROGRAM CAS145 PAGE 6 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE FLARED END SECTION (EA) EA 300.0000 900.00 0.000 0 131 ADJUST INLET EA 550.0000 550.00 0.000 0 132 SLOPE PAVING (CONCRETE) CY 600.0000 62,400.00 0.000 0 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 136 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 67,800.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 9,400.00 0.000 0 139 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 140 MINOR CONCRETE (GUTTER) (CY) CY 600.0000 7,200.00 0.000 0 141 MISCELLANEOUS IRON AND STEEL LB 5.0000 204,480.00 0.000 0 (F) 142 SURVEY MONUMENT (TYPE B) EA 2,000.0000 20,000.00 0.000 0 143 OBLITERATE SURFACING SQYD 5.0000 23,650.00 0.000 0 144 FENCE (TYPE BW, METAL POST) LF 20.0000 364,000.00 0.000 0 145 REMOVE FENCE (TYPE BW) LF 3.5000 63,000.00 18,000.000 63,000 146 TEMPORARY DESERT TORTOISE FENCE LF 5.0000 247,500.00 16,060.000 80,300 147 REMOVE PAVEMENT MARKER EA 1.5000 4,005.00 226.000 339 148 DELINEATOR (SPECIAL) EA 55.0000 3,300.00 0.000 0 149 DELINEATOR (CLASS 1) EA 55.0000 88,550.00 400.000 22,000 150 GUARD RAILING DELINEATOR EA 30.0000 13,800.00 100.000 3,000 151 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 42,900.00 3,224.000 9,672 152 MILEPOST MARKER EA 100.0000 6,400.00 16.000 1,600 153 MARKER (CULVERT) EA 100.0000 12,000.00 0.000 0 154 OBJECT MARKER EA 110.0000 10,780.00 22.000 2,420 155 REMOVE ROADSIDE SIGN (WOOD POST) EA 75.0000 13,500.00 40.000 3,000 156 RESET ROADSIDE SIGN EA 300.0000 8,100.00 6.000 1,800 PROGRAM CAS145 PAGE 7 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 9,900.00 16.500 181 (0.063"-UNFRAMED) 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,440.00 76.000 912 (0.080"-UNFRAMED) 159 ROADSIDE SIGN - ONE POST EA 450.0000 81,000.00 45.000 20,250 160 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 579,000.00 1,200.000 36,000.00 5,200.000 156,000 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 1,080,000.00 0.000 0 162 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 70.0000 14,000.00 0.000 0 (STEEL POST) 163 CABLE RAILING LF 60.0000 7,680.00 0.000 0 (F) 164 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 432,000.00 6.000 27,000.00 26.000 117,000 165 RAIL TENSIONING ASSEMBLY EA 800.0000 3,200.00 0.000 0 166 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,250.0000 7,500.00 0.000 0 167 SEVERE-DUTY CRASH CUSHION SYSTEM EA 40,000.0000 160,000.00 0.000 0 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 392,000.00 6.000 24,000.00 26.000 104,000 169 CONCRETE BARRIER (TYPE 60SD) LF 175.0000 63,000.00 0.000 0 170 CONCRETE BARRIER (TYPE 842R) LF 125.0000 729,000.00 2,280.000 285,000.00 6,960.000 870,000 (F) 171 CONCRETE BARRIER (TYPE 836B) LF 145.0000 42,050.00 0.000 0 (F) 172 CONCRETE BARRIER TRANSITION LF 210.0000 6,720.00 0.000 0 (F) 173 CONCRETE BARRIER (TYPE 842) LF 135.0000 1,500,120.00 0.000 0 (F) 174 REMOVE GUARDRAIL LF 7.5000 185,250.00 12,837.500 96,281 175 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 155,400.00 90.000 270 (ENHANCED WET NIGHT VISIBILITY) 176 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 177 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 33,800.00 152,006.000 15,200 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 459,200.00 152,006.000 106,404 (ENHANCED WET NIGHT VISIBILITY) 179 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 83.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 180 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 21,630.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 181 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 3,400.00 0.000 0 182 6" RUMBLE STRIP STA 30.0000 89,100.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 8 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 12" RUMBLE STRIP STA 30.0000 96,000.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 184 12" RUMBLE STRIP STA 30.0000 87,000.00 792.010 23,760 (CONCRETE PAVEMENT) 185 REMOVE 6" TRAFFIC STRIPE LF 0.3000 12,780.00 9,189.000 2,756 186 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 59,500.00 657.000 3,285 (WARRANTY) 187 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 640,000.00 82,458.000 164,916 (WARRANTY) (BROKEN 36-12) 188 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 30,000.0000 30,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 189 MODIFYING TRAFFIC MONITORING STATIONS LS 250,000.0000 250,000.00 0.000 0 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 STRUCTURE BACKFILL CY 8.0000 277,600.00 0.000 0 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 JOINT SEAL (MR 1 1/2") LF 250.0000 28,750.00 0.000 0 194 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 195 BASE BOND BREAKER SQYD 0.5000 6,700.00 0.000 0 196 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 2,310.00 0.000 0 197 4" PLASTIC PIPE UNDERDRAIN LF 60.0000 12,600.00 0.000 0 198 PARTIALLY GROUTED ROCK SLOPE CY 110.0000 6,798,000.00 1,404.000 154,440 PROTECTION (300 LB, CLASS IV, METHOD B) (CY) 199 REMOVE SLOPE PAVING (SQYD) SQYD 20.0000 4,400.00 0.000 0 200 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.0000 148,400.00 7,164.000 14,328 PROGRAM CAS145 PAGE 9 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 02:51 PM ESTIMATE NO. 018 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,310,315.40 75,846,195.27 ADJUSTMENT OF COMPENSATION 0.00 9,671,597.86 EXTRA WORK 177,231.29 39,463,640.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,487,546.69 124,981,433.36 201 MOBILIZATION LS 26,988,054.5000 26,988,054.50 0.950 25,638,651 ORIGINAL CONTRACT AMOUNT 267,839,839.00 TOTAL WORK COMPLETED 8,487,546.69 150,620,085.14 MATERIALS ON HAND ON SITE -403,698.59 3,524,883.78 DEDUCTIONS 0.00 -193,867.07 TOTAL 8,083,848.10 153,951,101.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 201 MOBILIZATION 26,783,983.90 26,988,054.50 204,070.60 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 04/15/21 750 07/12/21 08/09/21 08/13/24 454 45 0 0 57% 61% PROGRESS IS SATISFACTORY DAVIS, DARCY RESIDENT ENGINEER