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 04/25/22 EST. NO. 015 TIME 09:20 AM R.E. NAME: TROY SCHEIBER 10-1C2804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0004 5,434.36 E.W. @ F.A.(+) 022322 N 0044.1 0005 275.00 022322 N 0046.1 016 0001 4,623.23 E.W. @ F.A.(+) 010722 N 0062.0 10,332.59 TOTAL THIS ESTIMATE 213,570.98 TOTAL PREVIOUS ESTIMATE 223,903.57 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 04/25/22 EST. NO. 015 TIME 09:20 AM R.E. NAME: TROY SCHEIBER 10-1C2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LANE CLOSE COMPLIANC -20,000.00 005 LATE FWY CLOSE PIKUP -12,800.00 008 LN CLOSE COMPLIANCE -20,000.00 008 SWPPP NON COMPLIANCE -30,000.00 008 RESTAKING CHARGES -5,552.00 009 CPM SCHEDULE UPDATES -50,000.00 010 SWPPP NON COMPLIANCE -30,000.00 010 CPM SCHEDULE UPDATES 50,000.00 011 LATE FWY CLOSE 12/17 -6,200.00 011 SWPPP NON COMPLIANCE 30,000.00 011 SWPPP NON COMPLIANCE -30,000.00 012 RESTAKESR 5,13,14,15 -8,992.00 013 SWPPP NON COMPLIANCE -30,000.00 013 RESTAKE CHARGES SR23 -1,652.00 014 RESTAKE CHARGES SR26 -7,434.00 015 SWPPP NON COMPLIANCE 30,000.00 015 22,566.00 -142,630.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,000.00 002 MISSING PAYROLLS -10,000.00 003 MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 005 RECD PAYROLLS EST 2 2,000.00 005 MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 RECD PAYROLLS EST 6 10,000.00 008 RECD PAYROLLS EST 3 10,000.00 009 RECD PAYROLLS EST 5 10,000.00 009 MISSING PAYROLLS -10,000.00 010 RECD PAYROLLS EST 4 10,000.00 010 MISSING PAYROLLS -10,000.00 011 MISSING PAYROLLS -10,000.00 012 RECD PAYROLLS EST 7 10,000.00 012 RECD PAYROLLS EST 2 1,000.00 012 MISSING PAYROLLS -10,000.00 013 MISSING PAYROLLS -10,000.00 014 RECD PAYROLLS EST 11 10,000.00 014 0.00 -40,000.00 TOTAL DEDUCTIONS 22,566.00 -182,630.00 PROGRAM CAS145 PAGE 1 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-99-30.9/31.3 ----------------------- SECURITY PAVING COMPANY, INC. IN SAN JOAQUIN COUNTY IN LODI ON 3075 TOWNSGATE ROAD; STATE ROUTE 99 AT VICTOR ROAD WESTLAKE VILLAGE CA 91361 NORTHBOUND ON-RAMP FED. AID NO. ACNH-P099(661)E RAMP REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.700 5,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,600.0000 480,000.00 17.000 27,200.00 218.000 348,800 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 1.000 6,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 13.000 2,600.00 16.000 3,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 65,000.0000 65,000.00 0.700 45,500 007 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.700 266,000 008 TYPE III BARRICADE EA 150.0000 3,300.00 10.000 1,500 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 26,100.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,600.00 62.000 3,100 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 150.0000 3,000.00 0.000 0 SYSTEM DAY 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 11,700.0000 11,700.00 0.250 2,925.00 0.750 8,775 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.040 1,200.00 0.690 20,700 014 TEMPORARY RAILING (TYPE K) LF 16.7000 126,920.00 7,260.000 121,242 015 TEMPORARY CRASH CUSHION MODULE EA 235.0000 16,450.00 70.000 16,450 016 TEMPORARY TRAFFIC SCREEN LF 4.2500 32,300.00 6,100.000 25,925 017 TEMPORARY RADAR SPEED FEEDBACK EA 8,000.0000 16,000.00 0.100 800.00 1.400 11,200 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 42,500.0000 42,500.00 0.040 1,700.00 0.690 29,325 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,700.0000 3,700.00 1.000 3,700 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 22,000.00 1.000 500.00 8.000 4,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 9,300.00 3.000 900 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 8,400.00 12.000 4,200 024 TEMPORARY FIBER ROLL LF 4.2500 21,590.00 2,090.000 8,882 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 20,000.00 4.000 16,000 026 STREET SWEEPING LS 16,000.0000 16,000.00 0.040 640.00 0.690 11,040 027 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.700 24,500 028 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.700 7,000 029 TREATED WOOD WASTE LB 0.3000 3,480.00 11,600.000 3,480 030 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0000 1,540.00 115.000 805 031 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 032 ROADWAY EXCAVATION CY 50.0000 229,000.00 19.500 975.00 523.500 26,175 033 STRUCTURE EXCAVATION (BRIDGE) CY 280.0000 29,960.00 35.000 9,800.00 107.000 29,960 (F) 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 81.0000 140,616.00 1,736.000 140,616 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 29,600.00 39.000 15,600 (F) 036 STRUCTURE BACKFILL (RETAINING WALL) CY 106.0000 106,000.00 774.490 82,095 (F) 037 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0 038 SOIL AMENDMENT CY 140.0000 476.00 0.000 0 039 RELOCATE BACKFLOW PREVENTER ASSEMBLY EA 2,400.0000 2,400.00 0.000 0 040 RELOCATE WATER METER EA 7,500.0000 7,500.00 0.000 0 041 RELOCATE IRRIGATION CONTROLLER EA 1,960.0000 1,960.00 0.000 0 042 SLOW-RELEASE FERTILIZER LB 2.1500 101.05 0.000 0 043 PLANT (GROUP B) EA 37.0000 8,140.00 0.000 0 044 PLANT (GROUP U) EA 185.0000 9,620.00 0.000 0 045 MAINTAIN EXISTING PLANTED AREAS LS 3,600.0000 3,600.00 0.000 0 046 PLANT ESTABLISHMENT WORK LS 8,100.0000 8,100.00 0.000 0 047 WOOD MULCH CY 35.0000 103,950.00 0.000 0 048 CHECK AND TEST EXISTING IRRIGATION LS 9,400.0000 9,400.00 1.000 9,400 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 1,725.0000 1,725.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE IRRIGATION FACILITY LS 2,850.0000 2,850.00 0.000 0 051 SALVAGE IRRIGATION FACILITY LS 425.0000 425.00 0.000 0 052 CONTROL AND NEUTRAL CONDUCTORS LS 21,750.0000 21,750.00 0.000 0 (ARMOR-CLAD) 053 1" REMOTE CONTROL VALVE EA 875.0000 1,750.00 0.000 0 054 1 1/4" REMOTE CONTROL VALVE EA 955.0000 2,865.00 0.000 0 055 1 1/2" REMOTE CONTROL VALVE EA 970.0000 6,790.00 0.000 0 056 3" REMOTE CONTROL VALVE EA 1,535.0000 1,535.00 0.000 0 057 1 1/2" WYE STRAINER ASSEMBLY EA 1,000.0000 2,000.00 0.000 0 058 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 26.5000 662.50 0.000 0 (F) 059 FLOW SENSOR EA 1,600.0000 1,600.00 0.000 0 060 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 320.00 0.000 0 061 RISER SPRINKLER ASSEMBLY EA 32.0000 9,920.00 0.000 0 062 2" GATE VALVE EA 1,025.0000 1,025.00 1.000 1,025.00 1.000 1,025 063 2 1/2" GATE VALVE EA 1,300.0000 5,200.00 3.000 3,900.00 3.000 3,900 064 3" GATE VALVE EA 1,250.0000 2,500.00 1.000 1,250.00 1.000 1,250 065 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.4000 8,128.00 1,270.000 8,128.00 1,270.000 8,128 (F) LINE) 066 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 6,525.00 870.000 6,525.00 870.000 6,525 (F) LINE) 067 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 3,400.00 400.000 3,400.00 400.000 3,400 (F) (SUPPLY LINE) 068 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.5000 3,657.50 385.000 3,657.50 385.000 3,657 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.6000 10,971.00 1,035.000 10,971.00 1,035.000 10,971 (F) (SUPPLY LINE) 070 3" PLASTIC PIPE (CLASS 315) LF 14.8500 4,544.10 260.000 3,861.00 260.000 3,861 (F) (SUPPLY LINE) 071 8" CORRUGATED HIGH DENSITY LF 80.0000 24,800.00 155.000 12,400.00 155.000 12,400 POLYETHYLENE PIPE CONDUIT 072 CLASS 2 AGGREGATE BASE (CY) CY 72.0000 142,560.00 112.000 8,064.00 859.680 61,896 073 HOT MIX ASPHALT (TYPE A) TON 85.8500 607,818.00 105.000 9,014.25 2,777.000 238,405 074 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 149.0000 140,060.00 318.120 47,399 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.3500 825.50 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.3500 952.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 E) LF 6.3500 5,651.50 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.3500 374.65 0.000 0 079 PLACE HOT MIX ASPHALT SQYD 23.0000 5,290.00 323.000 7,429.00 781.000 17,963 (MISCELLANEOUS AREA) 080 TACK COAT TON 750.0000 7,500.00 0.800 600 081 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 4,260.00 270.000 540 082 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.6500 20,272.50 800.000 6,120 083 RAISE BRIDGE (LOCATION A) LS 562,000.0000 562,000.00 0.300 168,600.00 0.500 281,000 084 RAISE BRIDGE (LOCATION B) LS 485,000.0000 485,000.00 1.000 485,000 085 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 583.0000 87,450.00 150.000 87,450 086 60" CAST-IN-DRILLED-HOLE CONCRETE LF 980.0000 22,540.00 0.000 0 PILE (SIGN FOUNDATION) 087 STRUCTURAL CONCRETE, BRIDGE CY 1,910.0000 269,310.00 76.000 145,160 (F) 088 STRUCTURAL CONCRETE, RETAINING WALL CY 567.0000 517,671.00 913.000 517,671 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,145.0000 274,800.00 91.000 104,195 (TYPE R, MODIFIED) 090 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,100.0000 109,200.00 41.810 87,801 (F) 091 PAVING NOTCH EXTENSION CF 355.0000 40,825.00 0.000 0 092 DRILL AND BOND DOWEL LF 38.0000 15,466.00 407.000 15,466 093 JOINT SEAL (MR 1") LF 172.0000 43,688.00 0.000 0 094 BAR REINFORCING STEEL (BRIDGE) LB 11.4500 232,125.85 4,439.000 50,826 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 130,425.00 86,950.000 130,425 (F) 096 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 63,954.00 0.000 0 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) LB 0.6000 10,098.00 0.000 0 (F) 098 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 14.2000 35,500.00 0.000 0 (F) WITHOUT WALKWAY) 099 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.1000 12,750.00 0.000 0 (F) WITHOUT WALKWAY) 100 REMOVE BRIDGE MOUNTED SIGN EA 4,500.0000 4,500.00 1.000 4,500 101 BRIDGE REMOVAL, LOCATION C LS 137,000.0000 137,000.00 0.960 131,520 102 BRIDGE REMOVAL (PORTION), LOCATION A LS 104,000.0000 104,000.00 0.350 36,400.00 0.450 46,800 103 BRIDGE REMOVAL (PORTION), LOCATION B LS 91,000.0000 91,000.00 1.000 91,000 PROGRAM CAS145 PAGE 5 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER REMOVAL (PORTION) LS 3,000.0000 3,000.00 0.000 0 105 CONCRETE BACKFILL (PIPE TRENCH) CY 180.0000 18,540.00 103.000 18,540 (F) 106 18" REINFORCED CONCRETE PIPE LF 118.0000 194,700.00 1,266.000 149,388 107 24" REINFORCED CONCRETE PIPE LF 166.0000 21,580.00 120.000 19,920 108 30" REINFORCED CONCRETE PIPE LF 191.0000 137,520.00 472.000 90,152 109 36" REINFORCED CONCRETE PIPE LF 233.0000 316,880.00 1,357.200 316,227 110 GEOCOMPOSITE DRAIN SQFT 26.5000 21,200.00 800.000 21,200 111 DRAINAGE INLET MARKER EA 530.0000 10,600.00 0.000 0 112 48" PRECAST CONCRETE PIPE MANHOLE LF 281.0000 8,992.00 14.600 4,102 113 60" PRECAST CONCRETE PIPE MANHOLE LF 329.0000 9,541.00 18.300 6,020 114 INLET DEPRESSION EA 2,970.0000 8,910.00 0.000 0 115 ABANDON CULVERT (LF) LF 64.0000 3,776.00 59.000 3,776 116 REMOVE CULVERT (LF) LF 64.0000 136,960.00 1,953.100 124,998 117 REMOVE INLET EA 1,400.0000 12,600.00 5.000 7,000 118 ADJUST INLET EA 2,200.0000 4,400.00 0.000 0 119 ADJUST FRAME AND COVER TO GRADE EA 1,250.0000 3,750.00 2.000 2,500 120 SLOPE PAVING (CONCRETE) CY 895.0000 48,330.00 0.000 0 121 MINOR CONCRETE CURB (CY) (FAST SETTING CY 1,140.0000 125,400.00 0.730 832.20 74.730 85,192 CONCRETE) 122 MINOR CONCRETE (GUTTER) (LF) LF 44.5000 40,673.00 33.000 1,468.50 947.000 42,141 123 DETECTABLE WARNING SURFACE SQFT 37.0000 10,360.00 108.000 3,996.00 312.000 11,544 124 MINOR CONCRETE (MISCELLANEOUS CY 1,085.0000 14,105.00 6.400 6,944 CONSTRUCTION) (FAST SETTING CONCRETE) 125 MINOR CONCRETE (DRIVEWAY) (FAST CY 965.0000 30,880.00 10.330 9,968.45 28.690 27,685 SETTING CONCRETE) 126 MINOR CONCRETE (SIDEWALK) CY 965.0000 63,690.00 26.000 25,090.00 38.660 37,306 (FAST SETTING CONCRETE) 127 MINOR CONCRETE (TEXTURED PAVING) CY 1,700.0000 18,700.00 0.000 0 128 MINOR CONCRETE (CURB RAMP) CY 1,070.0000 19,260.00 3.190 3,413.30 9.610 10,282 (FAST SETTING CONCRETE) 129 REMOVE CONCRETE CURB (LF) LF 15.0000 6,600.00 0.000 0 130 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 47.0000 6,580.00 79.000 3,713 PROGRAM CAS145 PAGE 6 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE CONCRETE (CURB AND GUTTER) LF 22.0000 9,680.00 0.000 0 132 REMOVE CONCRETE CY 330.0000 26,070.00 50.000 16,500 (CURB, GUTTER, AND SIDEWALK) (CY) 133 PRE/POST CONSTRUCTION SURVEYS EA 1,075.0000 23,650.00 0.000 0 134 MISCELLANEOUS IRON AND STEEL LB 3.2500 28,050.75 3,688.000 11,986 (F) 135 MISCELLANEOUS METAL (BRIDGE) LB 12.7000 13,652.50 430.000 5,461 (F) 136 12" WATER MAIN IN SLEEVE LF 254.0000 63,500.00 262.000 66,548 137 12" WATER MAIN IN GROUND LF 254.0000 14,478.00 57.000 14,478 138 48" CITY WATER MANHOLE EA 9,750.0000 19,500.00 0.000 0 139 AIR RELEASE VALVE EA 5,300.0000 5,300.00 0.000 0 140 ADJUST FRAME AND COVER TO GRADE EA 1,600.0000 16,000.00 1.000 1,600 (CITY OF LODI) 141 ADJUST VALVE BOX FRAME AND COVER TO EA 850.0000 4,250.00 3.000 2,550 GRADE (CITY OF LODI) 142 ADJUST UTILITY COVER TO GRADE (CITY OF EA 1,600.0000 3,200.00 2.000 3,200 LODI) 143 DRAINAGE INLET MARKER (CITY OF LODI) EA 530.0000 4,770.00 0.000 0 144 REPLACE MONUMENT EA 2,500.0000 2,500.00 0.000 0 145 RESET MAILBOX EA 1,250.0000 2,500.00 0.000 0 146 OBLITERATE SURFACING SQYD 3.5000 13,615.00 0.000 0 147 TEMPORARY FENCE (TYPE CL-6) LF 8.2000 3,526.00 475.000 3,895 148 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 17.7500 3,727.50 213.000 3,780 149 TEMPORARY 20' CHAIN LINK GATE EA 790.0000 3,950.00 4.000 3,160 (TYPE CL-6) 150 CHAIN LINK FENCE (TYPE CL-6) LF 30.5000 12,200.00 255.000 7,777.50 255.000 7,777 151 CHAIN LINK FENCE (TYPE CL-6 EXTENSION LF 74.0000 6,068.00 8.000 592.00 8.000 592 ARM, BARBED WIRE) (MOD1) 152 CHAIN LINK FENCE (TYPE CL-6 EXTENSION LF 41.0000 6,560.00 215.000 8,815.00 215.000 8,815 ARM, BARBED WIRE) (MOD) 153 REMOVE FENCE LF 6.0000 2,400.00 872.000 5,232 154 REMOVE GATE EA 550.0000 1,100.00 2.000 1,100 155 SALVAGE FENCE LF 8.3500 2,922.50 385.000 3,214 156 RESET GATE EA 1,125.0000 1,125.00 4.000 4,500.00 4.000 4,500 157 RESET SLIDING GATE EA 4,050.0000 4,050.00 3.000 12,150.00 3.000 12,150 PROGRAM CAS145 PAGE 7 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SALVAGE SLIDING GATE EA 700.0000 1,400.00 2.000 1,400 159 REMOVE PAVEMENT MARKER EA 3.0000 690.00 204.000 612 160 DELINEATOR (CLASS 1) EA 50.0000 1,400.00 0.000 0 161 GUARD RAILING DELINEATOR EA 75.0000 225.00 0.000 0 162 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 5,440.00 204.000 1,734 163 OBJECT MARKER (TYPE K) EA 100.0000 200.00 0.000 0 164 REMOVE ROADSIDE SIGN EA 300.0000 7,200.00 0.000 0 165 REMOVE SIGN PANEL EA 1,000.0000 3,000.00 0.000 0 166 RESET ROADSIDE SIGN EA 150.0000 600.00 0.000 0 167 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 37.0000 13,690.00 0.000 0 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,980.00 0.000 0 (0.063"-UNFRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,690.00 0.000 0 (0.080"-UNFRAMED) 170 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 363.00 0.000 0 (0.063"-FRAMED) 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 2,590.00 0.000 0 (0.080"-FRAMED) 172 METAL (BARRIER MOUNTED SIGN) LB 25.0000 12,750.00 0.000 0 173 ROADSIDE SIGN - ONE POST EA 320.0000 4,800.00 0.000 0 174 ROADSIDE SIGN - TWO POST EA 530.0000 2,120.00 0.000 0 175 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.4000 3,222.40 0.000 0 176 VEGETATION CONTROL MAT SQYD 69.0000 92,460.00 0.000 0 177 CHAIN LINK RAILING (TYPE 7) LF 105.0000 76,230.00 244.000 25,620 (F) 178 SINGLE THRIE BEAM BARRIER LF 40.3000 153,543.00 0.000 0 179 CABLE RAILING LF 33.0000 8,580.00 0.000 0 (F) 180 TRANSITION RAILING (TYPE WB-31) EA 6,700.0000 6,700.00 0.000 0 181 END CAP (TYPE A) EA 1,060.0000 1,060.00 0.000 0 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,600.0000 1,600.00 0.000 0 183 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,300.0000 5,300.00 0.000 0 184 CONCRETE BARRIER (TYPE 60M) LF 138.0000 14,352.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60MD) LF 85.0000 77,690.00 0.000 0 186 CONCRETE BARRIER (TYPE 836A, MODIFIED) LF 145.0000 94,975.00 0.000 0 (F) 187 CONCRETE BARRIER (TYPE 732SW) LF 269.0000 32,280.00 40.000 10,760 (F) 188 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 197.0000 120,564.00 207.000 40,779 (F) 189 CONCRETE BARRIER (TYPE 842) LF 126.0000 5,040.00 40.000 5,040 (F) 190 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 175.0000 36,225.00 207.000 36,225 (F) 191 REMOVE GUARDRAIL LF 7.5000 29,775.00 4,254.000 31,905 192 SALVAGE METAL BRIDGE RAILING LF 20.0000 14,000.00 226.000 4,520.00 700.000 14,000 193 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 2,800.00 0.000 0 194 THERMOPLASTIC PAVEMENT MARKING SQFT 17.0000 3,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 196 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 555.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 529.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 23,850.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.7000 3,404.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,890.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 201 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 6,285.00 8,088.000 6,066 202 12" RUMBLE STRIP STA 215.0000 6,665.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 203 TRAFFIC MONITORING STATION SYSTEM LS 145,000.0000 145,000.00 0.300 43,500.00 0.300 43,500 204 MODIFYING LIGHTING SYSTEMS LS 381,300.0000 381,300.00 0.020 7,626.00 0.290 110,577 205 MODIFYING TRAFFIC MONITORING STATIONS LS 124,300.0000 124,300.00 0.050 6,215 PROGRAM CAS145 PAGE 9 DATE 04/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 09:20 AM ESTIMATE NO. 015 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 04/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 473,213.70 5,536,287.23 ADJUSTMENT OF COMPENSATION 0.00 114,579.17 EXTRA WORK 10,332.59 109,324.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 483,546.29 5,760,190.80 206 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 10,390,338.30 TOTAL WORK COMPLETED 483,546.29 6,460,190.80 MATERIALS ON HAND ON SITE -22,976.00 187,819.14 DEDUCTIONS 22,566.00 -182,630.00 TOTAL 483,136.29 6,465,379.94 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 11/16/20 210 01/06/21 01/06/21 09/07/22 218 104 15 0 60% 97% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H TROY SCHEIBER RESIDENT ENGINEER