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 01/23/24 EST. NO. 013 TIME 11:01 AM R.E. NAME: ARABE, JEROME 07-333004 --------------------------------------------------------------------------- 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 01/23/24 EST. NO. 013 TIME 11:01 AM R.E. NAME: ARABE, JEROME 07-333004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 LOCATION PROGRESS ESTIMATE 07-LA-5-15.1/22.9 ----------------- POWELL CONSTRUCTORS INC IN THE CITY OF LOS ANGELES, FROM 8555 BANANA AVENUE CALZONA STREET TO 0.1 MILE SOUTH OF FONTANA CA 92335 FLETCHER DRIVE; ALSO ON ROUTE 2 AT 0.1 MILE SOUTH OF ROUTE 134 (PM R18.7). FED. AID NO. ACNH-X037(230)E SAFETY, MOBILITY, TSM, ROADSIDE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 540,000.00 18.000 36,000.00 228.000 456,000 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 4.000 24,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500 006 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.150 90,000.00 0.820 492,000 007 TYPE III BARRICADE EA 100.0000 600.00 6.000 600 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 4,305.00 14,107.000 2,116 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 121.000 4,840 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 27,000.00 0.000 0 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 8.0000 4,000.00 246.000 1,968 012 TEMPORARY AUTOMATED END OF QUEUE EA 10,000.0000 20,000.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 TEMPORARY CRASH CUSHION MODULE EA 300.0000 24,300.00 81.000 24,300 015 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 016 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.090 4,500.00 0.820 41,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 23,000.00 1.000 500.00 6.000 3,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 2.000 1,000.00 9.000 4,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 TEMPORARY COVER SQYD 2.5000 2,500.00 200.000 500.00 617.200 1,543 022 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 9.000 2,700 PROGRAM CAS145 PAGE 2 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.0000 25,500.00 1,410.000 4,230 024 TEMPORARY SILT FENCE LF 4.0000 4,000.00 70.000 280 025 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000.00 2.000 6,000 026 STREET SWEEPING LS 18,000.0000 18,000.00 0.300 5,400.00 0.800 14,400 027 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.100 1,000.00 0.900 9,000 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 12.0000 17,880.00 0.000 0 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.4000 21,360.00 0.000 0 030 REMOVE CONCRETE (SQYD) SQYD 40.0000 1,800.00 12.000 480.00 12.000 480 031 ROADWAY EXCAVATION CY 50.0000 299,000.00 943.780 47,189.00 5,920.000 296,000 032 ROADWAY EXCAVATION (TYPE Z-2) CY 275.0000 517,000.00 122.840 33,781.00 1,257.740 345,878 (AERIALLY DEPOSITED LEAD) 033 ROADWAY EXCAVATION (TYPE COM) CY 260.0000 11,700.00 43.000 11,180.00 43.000 11,180 (AERIALLY DEPOSITED LEAD) 034 SHOULDER BACKING TON 20.0000 320.00 15.300 306 035 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 220.0000 92,400.00 420.000 92,400 (F) 036 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 700.0000 50,400.00 2.000 1,400.00 72.000 50,400 (F) 037 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 225.0000 63,675.00 283.000 63,675 (F) 038 LEAN CONCRETE BACKFILL CY 130.0000 9,360.00 72.000 9,360 (F) 039 IMPORTED BORROW (CY) CY 70.0000 51,800.00 410.300 28,721.00 581.000 40,670 040 ROADSIDE CLEARING LS 55,000.0000 55,000.00 0.710 39,050 041 ROCK BLANKET SQFT 20.0000 187,200.00 2,100.000 42,000.00 2,300.000 46,000 042 SLOW-RELEASE FERTILIZER LB 4.2000 378.00 0.000 0 043 PLANT (GROUP A) EA 21.0000 7,140.00 0.000 0 044 PLANT (GROUP B) EA 193.0000 3,088.00 0.000 0 045 MAINTAIN EXISTING PLANTED AREAS LS 32,000.0000 32,000.00 0.000 0 046 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 047 WOOD MULCH CY 73.0000 14,600.00 0.000 0 048 CHECK AND TEST EXISTING IRRIGATION LS 10,500.0000 10,500.00 1.000 10,500 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 15,650.0000 15,650.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE IRRIGATION FACILITY LS 10,500.0000 10,500.00 0.000 0 051 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 052 1" REMOTE CONTROL VALVE EA 730.0000 2,190.00 0.000 0 053 1 1/2" REMOTE CONTROL VALVE EA 840.0000 7,560.00 0.000 0 054 2" REMOTE CONTROL VALVE EA 890.0000 890.00 0.000 0 055 24-32 STATION IRRIGATION CONTROLLER EA 23,000.0000 23,000.00 0.000 0 (PEDESTAL MOUNTED) 056 12 STATION IRRIGATION CONTROLLER EA 10,500.0000 10,500.00 0.000 0 (PEDESTAL MOUNTED) 057 IRRIGATION CONTROLLER ENCLOSURE EA 8,900.0000 17,800.00 0.000 0 CABINET 058 FLOW SENSOR EA 940.0000 1,880.00 0.000 0 059 TREE WELL SPRINKLER ASSEMBLY EA 47.0000 10,340.00 0.000 0 060 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 89.0000 4,539.00 0.000 0 061 1 1/2" GATE VALVE EA 1,020.0000 1,020.00 0.000 0 062 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2000 12,726.00 0.000 0 (F) LINE) 063 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.2000 8,840.00 0.000 0 (F) LINE) 064 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 8,563.50 0.000 0 (F) (SUPPLY LINE) 065 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.1000 6,546.20 0.000 0 (F) (SUPPLY LINE) 066 2" PLASTIC PIPE (SCHEDULE 40) LF 7.3000 13,395.50 0.000 0 (F) (SUPPLY LINE) 067 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.9000 11,781.00 0.000 0 (F) (SUPPLY LINE) 068 3" PLASTIC PIPE (SCHEDULE 40) LF 15.7000 2,041.00 160.000 2,512 (F) (SUPPLY LINE) 069 BALL VALVE EA 940.0000 6,580.00 0.000 0 (F) 070 8" CORRUGATED HIGH DENSITY LF 42.0000 630.00 0.000 0 POLYETHYLENE PIPE CONDUIT 071 2" WELDED STEEL PIPE CONDUIT LF 105.0000 1,575.00 0.000 0 072 8" WELDED STEEL PIPE CONDUIT LF 80.0000 6,160.00 0.000 0 073 CLASS 3 AGGREGATE BASE (CY) CY 120.0000 247,200.00 771.310 92,557 074 LEAN CONCRETE BASE CY 240.0000 187,200.00 131.430 31,543 075 BASE BOND BREAKER SQYD 3.0000 1,800.00 0.000 0 076 HOT MIX ASPHALT (TYPE A) TON 157.0000 222,940.00 157.800 24,774 PROGRAM CAS145 PAGE 4 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.5000 1,890.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.5000 5,775.00 0.000 0 079 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.5000 1,155.00 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.5000 3,570.00 0.000 0 081 TACK COAT TON 800.0000 2,240.00 0.300 240 082 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 300.0000 11,700.00 22.870 6,861.00 22.870 6,861 083 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 1,860.00 243.000 1,458.00 243.000 1,458 084 JOINTED PLAIN CONCRETE PAVEMENT CY 440.0000 83,600.00 0.000 0 085 STEEL SOLDIER PILE (W16 X 100) LF 130.0000 308,620.00 2,374.000 308,620 086 30" DRILLED HOLE LF 140.0000 320,600.00 2,290.000 320,600 087 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,350.0000 70,200.00 52.000 70,200 PILE (SIGN FOUNDATION) 088 STRUCTURAL CONCRETE, WALL FACING CY 2,200.0000 462,000.00 160.000 352,000.00 210.000 462,000 (F) 089 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,500.0000 67,500.00 0.000 0 (F) 090 MINOR CONCRETE CY 180.0000 594.00 0.000 0 (F) 091 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 15,580.00 10.300 39,140 (F) 092 CONCRETE SURFACE TEXTURE (FRACTURED FIN) SQFT 15.0000 48,030.00 3,022.000 45,330 093 BAR REINFORCING STEEL (WALL FACING) LB 3.0000 71,700.00 23,900.000 71,700 (F) 094 FURNISH SIGN STRUCTURE (TRUSS) LB 6.0000 104,028.00 17,338.000 104,028 (F) 095 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,669.00 17,338.000 8,669 (F) 096 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.0000 141,600.00 23,600.000 141,600 097 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3000 7,080.00 23,600.000 7,080 098 ALUMINUM WALKWAY GRATING SQFT 15.0000 2,700.00 0.000 0 (VERSATILE TRUSS) 099 REMOVE SIGN STRUCTURE (EA) EA 6,000.0000 12,000.00 1.000 6,000 100 TIMBER LAGGING MFBM 6,800.0000 251,600.00 37.000 251,600 (F) 101 CLEAN AND PAINT STEEL SOLDIER PILING LS 110,000.0000 110,000.00 1.000 110,000 102 DPPIA (ROCK INFILL) CY 50.0000 6,000.00 120.000 6,000 103 18" REINFORCED CONCRETE PIPE LF 300.0000 78,000.00 40.870 12,261 PROGRAM CAS145 PAGE 5 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE PIPE (LF) LF 85.0000 4,845.00 37.000 3,145 105 REMOVE INLET EA 1,000.0000 2,000.00 2.000 2,000 106 CAP INLET EA 5,000.0000 20,000.00 0.000 0 107 SLOPE PAVING (CONCRETE) CY 1,520.0000 364,800.00 9.750 14,820.00 209.500 318,440 108 MINOR CONCRETE (CURB) (CY) CY 600.0000 3,000.00 0.000 0 109 MINOR CONCRETE (GUTTER) (LF) LF 45.0000 51,300.00 763.000 34,335 110 MINOR CONCRETE (CURB AND GUTTER) CY 1,500.0000 3,150.00 0.000 0 111 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 18.0000 378,000.00 500.000 9,000.00 20,266.400 364,795 112 MINOR CONCRETE (STAMPED CONCRETE) SQFT 17.0000 691,900.00 35,020.600 595,350 113 REMOVE CONCRETE CURB (LF) LF 15.0000 5,250.00 10.000 150 114 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 7,200.00 0.000 0 115 REMOVE CONCRETE CY 220.0000 1,760.00 8.000 1,760.00 8.000 1,760 (CURB, GUTTER, AND SIDEWALK) (CY) 116 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,672.00 0.000 0 (F) 117 MISCELLANEOUS METAL LB 1.5000 480.00 0.000 0 (F) 118 CHAIN LINK FENCE (TYPE CL-6) LF 56.0000 19,040.00 180.000 10,080 119 CHAIN LINK FENCE (TYPE CL-8 MODIFIED) LF 150.0000 33,000.00 220.000 33,000.00 220.000 33,000 120 4' CHAIN LINK GATE (TYPE CL-6) EA 1,900.0000 1,900.00 0.000 0 121 16' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 122 4' CHAIN LINK GATE (TYPE CL-8 MODIFIED) EA 2,200.0000 6,600.00 3.000 6,600.00 3.000 6,600 123 REMOVE CHAIN LINK FENCE LF 13.0000 8,060.00 417.000 5,421 124 REMOVE PAVEMENT MARKER EA 10.0000 3,500.00 94.000 940 125 REMOVE DELINEATOR EA 25.0000 700.00 28.000 700 126 DELINEATOR (CLASS 2) EA 60.0000 1,080.00 17.000 1,020.00 17.000 1,020 127 GUARD RAILING DELINEATOR EA 25.0000 7,000.00 138.000 3,450.00 385.000 9,625 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 3,995.00 0.000 0 129 TREATMENT BEST MANAGEMENT EA 150.0000 300.00 2.000 300.00 2.000 300 PRACTICE MARKER 130 REMOVE ROADSIDE SIGN EA 85.0000 4,165.00 10.000 850.00 22.000 1,870 PROGRAM CAS145 PAGE 6 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RELOCATE ROADSIDE SIGN (WOOD POST) EA 300.0000 1,500.00 0.000 0 132 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.0000 7,750.00 250.000 7,750.00 250.000 7,750 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 5,400.00 180.000 5,400.00 180.000 5,400 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,000.00 400.000 4,000.00 400.000 4,000 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,190.00 290.000 3,190.00 290.000 3,190 (0.080"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 2,520.00 120.000 2,520.00 120.000 2,520 (0.063"-FRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,760.00 80.000 1,760.00 80.000 1,760 (0.080"-FRAMED) 138 METAL (ROADSIDE SIGN) LB 2.0000 300.00 150.000 300.00 150.000 300 139 ROADSIDE SIGN - ONE POST EA 620.0000 25,420.00 15.000 9,300.00 17.000 10,540 140 ROADSIDE SIGN - TWO POST EA 1,050.0000 5,250.00 0.000 0 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 185.0000 925.00 0.000 0 METHOD) 142 INSTALL ROADSIDE SIGN EA 3,800.0000 22,800.00 0.000 0 (LAMINATED WOOD BOX POST) 143 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 32,550.00 663.000 23,205 144 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 45.0000 86,850.00 1,930.000 86,850 145 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 199,800.00 163.000 14,670.00 1,324.000 119,160 146 CABLE RAILING LF 31.0000 44,175.00 568.000 17,608.00 1,140.000 35,340 (F) 147 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 31,500.00 7.000 31,500 148 END CAP (TYPE A) EA 605.0000 1,815.00 2.000 1,210 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 42,000.00 11.000 46,200 151 ALTERNATIVE CRASH CUSHION SYSTEM EA 42,000.0000 42,000.00 0.000 0 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 CONCRETE BARRIER (TYPE 60MD) LF 85.0000 64,855.00 0.000 0 154 CONCRETE BARRIER (TYPE 60M MOD) LF 270.0000 86,400.00 0.000 0 155 REMOVE GUARDRAIL LF 10.0000 27,900.00 2,790.000 27,900 156 REMOVE CONCRETE BARRIER (TYPE K) LF 20.0000 3,600.00 180.000 3,600 157 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 1,050.00 14.000 1,050 PROGRAM CAS145 PAGE 7 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 THERMOPLASTIC CROSSWALK AND SQFT 4.0000 5,560.00 0.000 0 PAVEMENT MARKING 159 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 720.00 0.000 0 160 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 1,760.00 0.000 0 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 14,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,050.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 163 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 3,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 164 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,560.00 1,192.000 476 165 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 4,620.00 0.000 0 166 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 3,270.00 0.000 0 (WARRANTY) (BROKEN 17-7) 167 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.1000 32,550.00 0.000 0 (WARRANTY) (BROKEN 36-12) 168 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 169 RAMP METERING SYSTEM LS 220,100.0000 220,100.00 0.350 77,035.00 0.385 84,738 170 CAMERA SYSTEMS LS 80,400.0000 80,400.00 0.070 5,628.00 0.070 5,628 171 TEMPORARY LIGHTING SYSTEMS LS 110,000.0000 110,000.00 1.000 110,000 172 MODIFYING LIGHTING SYSTEMS LS 315,500.0000 315,500.00 0.010 3,155.00 0.347 109,478 173 MODIFYING RAMP METERING SYSTEMS LS 31,200.0000 31,200.00 0.000 0 174 MODIFYING CHANGEABLE MESSAGE LS 252,500.0000 252,500.00 0.050 12,625.00 0.050 12,625 SIGN SYSTEMS 175 MODIFYING AUTOMATIC VEHICLE LS 35,800.0000 35,800.00 0.000 0 CLASSIFICATION STATION 176 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 390,000.0000 390,000.00 0.260 101,400.00 0.260 101,400 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 178 TEMPORARY BARRIER SYSTEM LF 14.0000 106,680.00 1,680.000 23,520.00 6,160.000 86,240 179 END ANCHOR ASSEBMLY (TYPE SFT-M) EA 1,600.0000 9,600.00 5.000 8,000 180 ALTERNATIVE CRASH CUSHION SCI-70GM EA 38,000.0000 38,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:01 AM ESTIMATE NO. 013 BID OPENING 09/29/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,033,631.00 6,562,243.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 192,786.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,033,631.00 6,755,029.76 181 MOBILIZATION LS 1,023,954.0000 1,023,954.00 1.000 1,023,954 ORIGINAL CONTRACT AMOUNT 11,093,415.20 TOTAL WORK COMPLETED 1,033,631.00 7,778,983.76 MATERIALS ON HAND ON SITE 165,192.00 DEDUCTIONS 0.00 0.00 TOTAL 1,033,631.00 7,944,175.76 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 11/15/22 520 01/03/23 01/09/23 03/18/25 221 33 0 0 68% 43% PROGRESS IS SATISFACTORY ARABE, JEROME RESIDENT ENGINEER