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 05/22/24 EST. NO. 017 TIME 11:46 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 --------------------------------------------------------------------------- 002 0001 2,500.00 E.W. @ U.P (+) 011123 N 0001 0 0005 400.00 053123 N 0005 0 0015 400.00 030124 N 0015 0 0016 400.00 033124 N 0016 0 014 0002 7,733.00 E.W. @ F.A.(+) 011524 N 0002 0 0003 1,734.03 112823 N 0003 0 0004 2,805.13 113023 N 0004 0 0005 2,463.87 011024 N 0005 0 015 0001 26,903.40 E.W. @ L.S.(+) 051524 N 15-010 45,339.43 TOTAL THIS ESTIMATE 243,407.77 TOTAL PREVIOUS ESTIMATE 288,747.20 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 05/22/24 EST. NO. 017 TIME 11:46 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 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 LOCATION RERUN 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 1.300 2,600.00 267.300 534,600 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 5.000 30,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 20.000 4,000 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 0.015 9,000.00 0.990 594,000 007 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 0.015 750.00 0.990 49,500 017 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 9.000 4,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 11.000 5,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 TEMPORARY COVER SQYD 2.5000 2,500.00 684.200 1,710 022 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,000.00 9.000 2,700 PROGRAM CAS145 PAGE 2 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000 026 STREET SWEEPING LS 18,000.0000 18,000.00 0.050 900.00 0.950 17,100 027 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 12.0000 17,880.00 1,008.000 12,096 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.4000 21,360.00 53,400.000 21,360 030 REMOVE CONCRETE (SQYD) SQYD 40.0000 1,800.00 45.000 1,800 031 ROADWAY EXCAVATION CY 50.0000 299,000.00 5,960.000 298,000 032 ROADWAY EXCAVATION (TYPE Z-2) CY 275.0000 517,000.00 1,594.770 438,561 (AERIALLY DEPOSITED LEAD) 033 ROADWAY EXCAVATION (TYPE COM) CY 260.0000 11,700.00 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 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 51,800.00 740.000 51,800 040 ROADSIDE CLEARING LS 55,000.0000 55,000.00 1.000 55,000 041 ROCK BLANKET SQFT 20.0000 187,200.00 -897.000 -17,940.00 7,396.000 147,920 042 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 1.000 15,650 PROGRAM CAS145 PAGE 3 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 10,500 051 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 1.000 10,000 052 1" REMOTE CONTROL VALVE EA 730.0000 2,190.00 1.000 730 053 1 1/2" REMOTE CONTROL VALVE EA 840.0000 7,560.00 6.000 5,040 054 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 4.000 356 061 1 1/2" GATE VALVE EA 1,020.0000 1,020.00 1.000 1,020 062 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2000 12,726.00 2,000.000 8,400 (F) LINE) 063 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.2000 8,840.00 1,500.000 7,800 (F) LINE) 064 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 8,563.50 1,025.000 5,637 (F) (SUPPLY LINE) 065 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.1000 6,546.20 356.000 2,527 (F) (SUPPLY LINE) 066 2" PLASTIC PIPE (SCHEDULE 40) LF 7.3000 13,395.50 1,200.000 8,760 (F) (SUPPLY LINE) 067 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.9000 11,781.00 500.000 4,950 (F) (SUPPLY LINE) 068 3" PLASTIC PIPE (SCHEDULE 40) LF 15.7000 2,041.00 110.000 1,727 (F) (SUPPLY LINE) 069 BALL VALVE EA 940.0000 6,580.00 6.000 5,640 (F) 070 8" CORRUGATED HIGH DENSITY LF 42.0000 630.00 2.000 84 POLYETHYLENE PIPE CONDUIT 071 2" WELDED STEEL PIPE CONDUIT LF 105.0000 1,575.00 5.000 525 072 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 10.000 1,200.00 2,042.000 245,040 074 LEAN CONCRETE BASE CY 240.0000 187,200.00 11.190 2,685.60 738.000 177,120 075 BASE BOND BREAKER SQYD 3.0000 1,800.00 540.560 1,621 076 HOT MIX ASPHALT (TYPE A) TON 157.0000 222,940.00 150.000 23,550.00 1,380.620 216,757 PROGRAM CAS145 PAGE 4 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,890.00 130.000 1,365 078 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.5000 5,775.00 104.500 1,097.25 634.500 6,662 079 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.5000 1,155.00 110.000 1,155 080 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.5000 3,570.00 204.000 2,142.00 340.000 3,570 081 TACK COAT TON 800.0000 2,240.00 2.800 2,240 082 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 300.0000 11,700.00 39.000 11,700 083 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 1,860.00 310.000 1,860 084 JOINTED PLAIN CONCRETE PAVEMENT CY 440.0000 83,600.00 20.000 8,800.00 190.000 83,600 085 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 462,000.00 210.000 462,000 (F) 089 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,500.0000 67,500.00 15.000 67,500 (F) 090 MINOR CONCRETE CY 180.0000 594.00 3.300 594 (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 3,182.000 47,730 093 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 78,000.00 244.440 73,332 PROGRAM CAS145 PAGE 5 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.000 4,845 105 REMOVE INLET EA 1,000.0000 2,000.00 2.000 2,000 106 CAP INLET EA 5,000.0000 20,000.00 4.000 20,000 107 SLOPE PAVING (CONCRETE) CY 1,520.0000 364,800.00 240.000 364,800 108 MINOR CONCRETE (CURB) (CY) CY 600.0000 3,000.00 5.000 3,000 109 MINOR CONCRETE (GUTTER) (LF) LF 45.0000 51,300.00 1,140.000 51,300 110 MINOR CONCRETE (CURB AND GUTTER) CY 1,500.0000 3,150.00 2.100 3,150 111 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 18.0000 378,000.00 21,000.000 378,000 112 MINOR CONCRETE (STAMPED CONCRETE) SQFT 17.0000 691,900.00 2,048.000 34,816.00 37,068.600 630,166 113 REMOVE CONCRETE CURB (LF) LF 15.0000 5,250.00 350.000 5,250 114 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 7,200.00 425.000 8,500 115 REMOVE CONCRETE CY 220.0000 1,760.00 8.000 1,760 (CURB, GUTTER, AND SIDEWALK) (CY) 116 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,672.00 2,836.000 5,672 (F) 117 MISCELLANEOUS METAL LB 1.5000 480.00 320.000 480 (F) 118 CHAIN LINK FENCE (TYPE CL-6) LF 56.0000 19,040.00 340.000 19,040 119 CHAIN LINK FENCE (TYPE CL-8 MODIFIED) LF 150.0000 33,000.00 220.000 33,000 120 4' CHAIN LINK GATE (TYPE CL-6) EA 1,900.0000 1,900.00 1.000 1,900 121 16' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 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 6,600 123 REMOVE CHAIN LINK FENCE LF 13.0000 8,060.00 620.000 8,060 124 REMOVE PAVEMENT MARKER EA 10.0000 3,500.00 247.000 2,470 125 REMOVE DELINEATOR EA 25.0000 700.00 28.000 700 126 DELINEATOR (CLASS 2) EA 60.0000 1,080.00 1.000 60.00 18.000 1,080 127 GUARD RAILING DELINEATOR EA 25.0000 7,000.00 22.000 550.00 278.000 6,950 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 3,995.00 163.000 1,385 129 TREATMENT BEST MANAGEMENT EA 150.0000 300.00 2.000 300 PRACTICE MARKER 130 REMOVE ROADSIDE SIGN EA 85.0000 4,165.00 49.000 4,165 PROGRAM CAS145 PAGE 6 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 1,500 132 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.0000 7,750.00 250.000 7,750 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 5,400.00 180.000 5,400 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 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 (0.080"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 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 (0.080"-FRAMED) 138 METAL (ROADSIDE SIGN) LB 2.0000 300.00 150.000 300 139 ROADSIDE SIGN - ONE POST EA 620.0000 25,420.00 3.000 1,860.00 40.000 24,800 140 ROADSIDE SIGN - TWO POST EA 1,050.0000 5,250.00 1.000 1,050.00 5.000 5,250 141 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 2.000 7,600.00 6.000 22,800 (LAMINATED WOOD BOX POST) 143 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 32,550.00 900.000 31,500 144 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 199,800.00 111.500 10,035.00 2,220.000 199,800 146 CABLE RAILING LF 31.0000 44,175.00 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 1.000 42,000 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 CONCRETE BARRIER (TYPE 60MD) LF 85.0000 64,855.00 763.000 64,855 154 CONCRETE BARRIER (TYPE 60M MOD) LF 270.0000 86,400.00 320.000 86,400 155 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 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,348.000 5,392 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 90.000 225.00 3,929.000 9,822 (ENHANCED WET NIGHT VISIBILITY) 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,050.00 350.000 1,050 (ENHANCED WET NIGHT VISIBILITY) 163 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 3,640.00 26.000 91 (ENHANCED WET NIGHT VISIBILITY) 164 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,560.00 3,449.000 1,379 165 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 4,620.00 1,312.000 4,592 166 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 3,270.00 714.000 2,142 (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 0.746 164,194 170 CAMERA SYSTEMS LS 80,400.0000 80,400.00 0.191 15,356.40 0.261 20,984 171 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 0.070 22,085.00 0.730 230,315 173 MODIFYING RAMP METERING SYSTEMS LS 31,200.0000 31,200.00 0.900 28,080 174 MODIFYING CHANGEABLE MESSAGE LS 252,500.0000 252,500.00 0.120 30,300.00 0.170 42,925 SIGN SYSTEMS 175 MODIFYING AUTOMATIC VEHICLE LS 35,800.0000 35,800.00 0.150 5,370 CLASSIFICATION STATION 176 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 390,000.0000 390,000.00 0.060 23,400.00 0.620 241,800 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 178 TEMPORARY BARRIER SYSTEM LF 14.0000 106,680.00 7,210.000 100,940 179 END ANCHOR ASSEBMLY (TYPE SFT-M) EA 1,600.0000 9,600.00 6.000 9,600 180 ALTERNATIVE CRASH CUSHION SCI-70GM EA 38,000.0000 38,000.00 1.000 38,000 PROGRAM CAS145 PAGE 8 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-333004 TIME 11:46 AM ESTIMATE NO. 017 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 05/20/24 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 182,122.25 8,838,961.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 45,339.43 288,747.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 227,461.68 9,127,708.67 181 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 227,461.68 10,151,662.67 MATERIALS ON HAND ON SITE 165,192.00 DEDUCTIONS 0.00 0.00 TOTAL 227,461.68 10,316,854.67 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 05/29/25 267 72 0 0 86% 51% PROGRESS IS SATISFACTORY ARABE, JEROME RESIDENT ENGINEER