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 12/22/22 EST. NO. 023 TIME 12:08 PM 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 --------------------------------------------------------------------------- 006 0002 900.00 A.C. @ U.P.(+) 112922 N 2 0 019 0007 4,950.00 E.W. @ F.A.(+) 112422 N 7 0 5,850.00 TOTAL THIS ESTIMATE 493,530.84 TOTAL PREVIOUS ESTIMATE 499,380.84 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 12/22/22 EST. NO. 023 TIME 12:08 PM 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 NONCOMP LANE CLOSURE -10,000.00 016 SWPPP NON COMPLIANCE -10,000.00 016 SWPP NON COMPLIANCE -20,000.00 017 SWPPP NON COMPLIANCE -20,000.00 018 ANT LIQ DAMAGES -120,000.00 019 RESTAKE CHARGES SR30 -4,130.00 019 SWPPP NON COMPLIANCE -80,000.00 019 LATE CPM UPDATES -30,000.00 020 RESTAKE CHARGES SR33 -3,717.00 020 RESTAKE CHARGES SR34 -5,782.00 020 CPM UPDATES 4MO LATE -40,000.00 021 CPM UPDATE 5 MOS LTE -10,000.00 022 SWPPP DOCUMENTS -20,000.00 022 CPM UPDATE 6 MO LATE -10,000.00 023 -10,000.00 -526,259.00 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/22/22 EST. NO. 023 TIME 12:08 PM R.E. NAME: TROY SCHEIBER 10-1C2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 MISSING PAYROLLS -10,000.00 016 MISSING PAYROLLS -2,000.00 017 RECD PAYROLLS EST 12 10,000.00 018 RECD PAYROLLS EST 14 10,000.00 018 MISSING PAYROLLS -2,000.00 019 MISSING PAYROLLS -10,000.00 020 MISSING PAYROLLS -10,000.00 021 RECD PAYROLLS EST 13 10,000.00 022 RECD PAYROLS EST 17 2,000.00 022 RECD PAYROLLS EST 19 2,000.00 022 MISSING PAYROLLS -10,000.00 023 -10,000.00 -50,000.00 TOTAL DEDUCTIONS -20,000.00 -576,259.00 PROGRAM CAS145 PAGE 1 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 LOCATION 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 0.800 6,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,600.0000 480,000.00 2.000 3,200.00 315.000 504,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 18.500 3,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 65,000.0000 65,000.00 0.950 61,750 007 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.020 7,600.00 1.000 380,000 008 TYPE III BARRICADE EA 150.0000 3,300.00 22.000 3,300 009 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 1.000 11,700 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.020 600.00 1.000 30,000 014 TEMPORARY RAILING (TYPE K) LF 16.7000 126,920.00 7,600.000 126,920 015 TEMPORARY CRASH CUSHION MODULE EA 235.0000 16,450.00 70.000 16,450 016 TEMPORARY TRAFFIC SCREEN LF 4.2500 32,300.00 7,600.000 32,300 017 TEMPORARY RADAR SPEED FEEDBACK EA 8,000.0000 16,000.00 0.100 800.00 2.000 16,000 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 42,500.0000 42,500.00 0.020 850.00 1.000 42,500 019 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 10.000 5,000 021 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 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 8,400 024 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 1.000 16,000 027 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 028 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 029 TREATED WOOD WASTE LB 0.3000 3,480.00 13,600.000 4,080 030 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0000 1,540.00 220.000 1,540 031 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 032 ROADWAY EXCAVATION CY 50.0000 229,000.00 4,580.000 229,000 033 STRUCTURE EXCAVATION (BRIDGE) CY 280.0000 29,960.00 107.000 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 74.000 29,600 (F) 036 STRUCTURE BACKFILL (RETAINING WALL) CY 106.0000 106,000.00 1,000.000 106,000 (F) 037 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 038 SOIL AMENDMENT CY 140.0000 476.00 3.400 476 039 RELOCATE BACKFLOW PREVENTER ASSEMBLY EA 2,400.0000 2,400.00 1.000 2,400 040 RELOCATE WATER METER EA 7,500.0000 7,500.00 1.000 7,500 041 RELOCATE IRRIGATION CONTROLLER EA 1,960.0000 1,960.00 1.000 1,960 042 SLOW-RELEASE FERTILIZER LB 2.1500 101.05 47.000 101 043 PLANT (GROUP B) EA 37.0000 8,140.00 174.000 6,438 044 PLANT (GROUP U) EA 185.0000 9,620.00 52.000 9,620 045 MAINTAIN EXISTING PLANTED AREAS LS 3,600.0000 3,600.00 1.000 3,600 046 PLANT ESTABLISHMENT WORK LS 8,100.0000 8,100.00 0.000 0 047 WOOD MULCH CY 35.0000 103,950.00 2,970.000 103,950 048 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 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,850 051 SALVAGE IRRIGATION FACILITY LS 425.0000 425.00 1.000 425 052 CONTROL AND NEUTRAL CONDUCTORS LS 21,750.0000 21,750.00 0.250 5,437.50 1.000 21,750 (ARMOR-CLAD) 053 1" REMOTE CONTROL VALVE EA 875.0000 1,750.00 2.000 1,750 054 1 1/4" REMOTE CONTROL VALVE EA 955.0000 2,865.00 3.000 2,865 055 1 1/2" REMOTE CONTROL VALVE EA 970.0000 6,790.00 7.000 6,790 056 3" REMOTE CONTROL VALVE EA 1,535.0000 1,535.00 1.000 1,535 057 1 1/2" WYE STRAINER ASSEMBLY EA 1,000.0000 2,000.00 2.000 2,000 058 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 26.5000 662.50 25.000 662 (F) 059 FLOW SENSOR EA 1,600.0000 1,600.00 1.000 1,600 060 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 320.00 4.000 320 061 RISER SPRINKLER ASSEMBLY EA 32.0000 9,920.00 310.000 9,920 062 2" GATE VALVE EA 1,025.0000 1,025.00 1.000 1,025 063 2 1/2" GATE VALVE EA 1,300.0000 5,200.00 4.000 5,200 064 3" GATE VALVE EA 1,250.0000 2,500.00 2.000 2,500 065 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.4000 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 (F) LINE) 067 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 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 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.6000 10,971.00 1,035.000 10,971 (F) (SUPPLY LINE) 070 3" PLASTIC PIPE (CLASS 315) LF 14.8500 4,544.10 306.000 4,544 (F) (SUPPLY LINE) 071 8" CORRUGATED HIGH DENSITY LF 80.0000 24,800.00 310.000 24,800 POLYETHYLENE PIPE CONDUIT 072 CLASS 2 AGGREGATE BASE (CY) CY 72.0000 142,560.00 1,980.000 142,560 073 HOT MIX ASPHALT (TYPE A) TON 85.8500 607,818.00 1.400 120.19 7,635.400 655,499 074 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 149.0000 140,060.00 1,136.120 169,281 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.3500 825.50 207.000 1,314 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.3500 952.50 10.000 63.50 152.000 965 PROGRAM CAS145 PAGE 4 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 51.000 323.85 1,267.000 8,045 078 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 1,120.000 25,760 (MISCELLANEOUS AREA) 080 TACK COAT TON 750.0000 7,500.00 9.400 7,050 081 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 4,260.00 2,130.000 4,260 082 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.6500 20,272.50 3,098.000 23,699 083 RAISE BRIDGE (LOCATION A) LS 562,000.0000 562,000.00 1.000 562,000 084 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 23.000 22,540 PILE (SIGN FOUNDATION) 087 STRUCTURAL CONCRETE, BRIDGE CY 1,910.0000 269,310.00 141.000 269,310 (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 274,800.00 240.000 274,800 (TYPE R, MODIFIED) 090 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,100.0000 109,200.00 49.200 103,320 (F) 091 PAVING NOTCH EXTENSION CF 355.0000 40,825.00 115.000 40,825 092 DRILL AND BOND DOWEL LF 38.0000 15,466.00 407.000 15,466 093 JOINT SEAL (MR 1") LF 172.0000 43,688.00 254.000 43,688 094 BAR REINFORCING STEEL (BRIDGE) LB 11.4500 232,125.85 20,273.000 232,125 (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 16,830.000 63,954 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) LB 0.6000 10,098.00 16,830.000 10,098 (F) 098 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 14.2000 35,500.00 2,500.000 35,500 (F) WITHOUT WALKWAY) 099 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.1000 12,750.00 2,500.000 12,750 (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 1.000 137,000 102 BRIDGE REMOVAL (PORTION), LOCATION A LS 104,000.0000 104,000.00 1.000 104,000 103 BRIDGE REMOVAL (PORTION), LOCATION B LS 91,000.0000 91,000.00 1.000 91,000 PROGRAM CAS145 PAGE 5 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000 105 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 1,484.200 175,135 107 24" REINFORCED CONCRETE PIPE LF 166.0000 21,580.00 130.000 21,580 108 30" REINFORCED CONCRETE PIPE LF 191.0000 137,520.00 473.000 90,343 109 36" REINFORCED CONCRETE PIPE LF 233.0000 316,880.00 1,360.000 316,880 110 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 36.900 10,368 113 60" PRECAST CONCRETE PIPE MANHOLE LF 329.0000 9,541.00 29.000 9,541 114 INLET DEPRESSION EA 2,970.0000 8,910.00 1.000 2,970.00 4.000 11,880 115 ABANDON CULVERT (LF) LF 64.0000 3,776.00 59.000 3,776 116 REMOVE CULVERT (LF) LF 64.0000 136,960.00 1,972.500 126,240 117 REMOVE INLET EA 1,400.0000 12,600.00 9.000 12,600 118 ADJUST INLET EA 2,200.0000 4,400.00 2.000 4,400 119 ADJUST FRAME AND COVER TO GRADE EA 1,250.0000 3,750.00 3.000 3,750 120 SLOPE PAVING (CONCRETE) CY 895.0000 48,330.00 54.000 48,330 121 MINOR CONCRETE CURB (CY) (FAST SETTING CY 1,140.0000 125,400.00 0.380 433.20 109.070 124,339 CONCRETE) 122 MINOR CONCRETE (GUTTER) (LF) LF 44.5000 40,673.00 914.000 40,673 123 DETECTABLE WARNING SURFACE SQFT 37.0000 10,360.00 280.000 10,360 124 MINOR CONCRETE (MISCELLANEOUS CY 1,085.0000 14,105.00 13.000 14,105 CONSTRUCTION) (FAST SETTING CONCRETE) 125 MINOR CONCRETE (DRIVEWAY) (FAST CY 965.0000 30,880.00 32.000 30,880 SETTING CONCRETE) 126 MINOR CONCRETE (SIDEWALK) CY 965.0000 63,690.00 66.000 63,690 (FAST SETTING CONCRETE) 127 MINOR CONCRETE (TEXTURED PAVING) CY 1,700.0000 18,700.00 13.300 22,610 128 MINOR CONCRETE (CURB RAMP) CY 1,070.0000 19,260.00 18.000 19,260 (FAST SETTING CONCRETE) 129 REMOVE CONCRETE CURB (LF) LF 15.0000 6,600.00 395.200 5,928 130 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 47.0000 6,580.00 140.000 6,580 PROGRAM CAS145 PAGE 6 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,680.00 440.000 9,680 132 REMOVE CONCRETE CY 330.0000 26,070.00 79.000 26,070 (CURB, GUTTER, AND SIDEWALK) (CY) 133 PRE/POST CONSTRUCTION SURVEYS EA 1,075.0000 23,650.00 11.000 11,825 134 MISCELLANEOUS IRON AND STEEL LB 3.2500 28,050.75 8,631.000 28,050 (F) 135 MISCELLANEOUS METAL (BRIDGE) LB 12.7000 13,652.50 1,075.000 13,652 (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 2.000 19,500 139 AIR RELEASE VALVE EA 5,300.0000 5,300.00 1.000 5,300 140 ADJUST FRAME AND COVER TO GRADE EA 1,600.0000 16,000.00 9.000 14,400 (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 1.000 2,500 145 RESET MAILBOX EA 1,250.0000 2,500.00 2.000 2,500 146 OBLITERATE SURFACING SQYD 3.5000 13,615.00 3,890.000 13,615 147 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 12,200.00 165.000 5,032.50 468.000 14,274 151 CHAIN LINK FENCE (TYPE CL-6 EXTENSION LF 74.0000 6,068.00 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 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 4,500 157 RESET SLIDING GATE EA 4,050.0000 4,050.00 3.000 12,150 PROGRAM CAS145 PAGE 7 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,440.00 640.000 5,440 163 OBJECT MARKER (TYPE K) EA 100.0000 200.00 0.000 0 164 REMOVE ROADSIDE SIGN EA 300.0000 7,200.00 3.000 900.00 24.000 7,200 165 REMOVE SIGN PANEL EA 1,000.0000 3,000.00 3.000 3,000 166 RESET ROADSIDE SIGN EA 150.0000 600.00 4.000 600 167 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 37.0000 13,690.00 370.000 13,690 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,980.00 180.000 1,980 (0.063"-UNFRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,690.00 130.000 1,690 (0.080"-UNFRAMED) 170 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 363.00 22.000 363 (0.063"-FRAMED) 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 2,590.00 140.000 2,590 (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 14.000 4,480 174 ROADSIDE SIGN - TWO POST EA 530.0000 2,120.00 2.000 1,060 175 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.4000 3,222.40 206.000 8,734 176 VEGETATION CONTROL MAT SQYD 69.0000 92,460.00 1,394.000 96,186 177 CHAIN LINK RAILING (TYPE 7) LF 105.0000 76,230.00 726.000 76,230 (F) 178 SINGLE THRIE BEAM BARRIER LF 40.3000 153,543.00 3,810.000 153,543 179 CABLE RAILING LF 33.0000 8,580.00 260.000 8,580 (F) 180 TRANSITION RAILING (TYPE WB-31) EA 6,700.0000 6,700.00 2.000 13,400 181 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 1.000 1,600 183 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,300.0000 5,300.00 1.000 5,300 184 CONCRETE BARRIER (TYPE 60M) LF 138.0000 14,352.00 351.500 48,507 PROGRAM CAS145 PAGE 8 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 77,690.00 914.000 77,690 186 CONCRETE BARRIER (TYPE 836A, MODIFIED) LF 145.0000 94,975.00 655.000 94,975 (F) 187 CONCRETE BARRIER (TYPE 732SW) LF 269.0000 32,280.00 120.000 32,280 (F) 188 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 197.0000 120,564.00 612.000 120,564 (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 4,130.000 30,975 192 SALVAGE METAL BRIDGE RAILING LF 20.0000 14,000.00 700.000 14,000 193 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 2,800.00 14.000 2,800 194 THERMOPLASTIC PAVEMENT MARKING SQFT 17.0000 3,740.00 53.000 901.00 696.000 11,832 (ENHANCED WET NIGHT VISIBILITY) 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,300.00 2,444.000 3,666.00 2,444.000 3,666 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 196 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 555.00 370.000 555.00 370.000 555 (ENHANCED WET NIGHT VISIBILITY) 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 529.00 792.000 910.80 792.000 910 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 23,850.00 8,590.000 19,327.50 8,590.000 19,327 (ENHANCED WET NIGHT VISIBILITY) 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.7000 3,404.00 586.000 2,168.20 586.000 2,168 (ENHANCED WET NIGHT VISIBILITY) 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,890.00 1,345.000 4,035.00 1,345.000 4,035 (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 32.600 7,009 (ASPHALT CONCRETE PAVEMENT) 203 TRAFFIC MONITORING STATION SYSTEM LS 145,000.0000 145,000.00 1.000 145,000 204 MODIFYING LIGHTING SYSTEMS LS 381,300.0000 381,300.00 1.000 381,300 205 MODIFYING TRAFFIC MONITORING STATIONS LS 124,300.0000 124,300.00 0.100 12,430.00 1.000 124,300 PROGRAM CAS145 PAGE 9 DATE 12/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C2804 TIME 12:08 PM ESTIMATE NO. 023 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 12/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 12/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 72,824.24 9,678,897.22 ADJUSTMENT OF COMPENSATION 900.00 332,079.24 EXTRA WORK 4,950.00 167,301.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 78,674.24 10,178,278.06 206 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 10,390,338.30 TOTAL WORK COMPLETED 78,674.24 10,878,278.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -576,259.00 TOTAL 58,674.24 10,302,019.06 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 12/21/22 314 175 15 0 98% 100% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER