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 11/28/22 EST. NO. 009 TIME 03:42 PM R.E. NAME: TROY SCHEIBER 10-1F1704 --------------------------------------------------------------------------- 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 11/28/22 EST. NO. 009 TIME 03:42 PM R.E. NAME: TROY SCHEIBER 10-1F1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INSPECT ITEM 56 -5,000.00 003 INSPECT ITEM 107 -1,000.00 003 OUT OF ST INPSECTION -5,000.00 004 WPCP REPORTS MISSING -20,000.00 004 OUT OF ST INSPECTION 5,000.00 005 WPCP REPORTS RECD 20,000.00 005 WPCP 4 WEEKS OVERDUE -40,000.00 007 WPCP 4 WEEKS RECD 40,000.00 008 COZEEP1107,1116,1117 -2,000.00 009 -2,000.00 -8,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 003 MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -6,000.00 006 RECD PAYROLLS EST 4 10,000.00 007 RECD PAYROLLS EST 3 10,000.00 008 0.00 -16,000.00 TOTAL DEDUCTIONS -2,000.00 -24,000.00 PROGRAM CAS145 PAGE 1 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1704 TIME 03:42 PM ESTIMATE NO. 009 BID OPENING 09/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 11/28/22 LOCATION PROGRESS ESTIMATE 10-SJ-26-1.1/1.1 ----------------- 10-SJ-99-19.3/19.3 ANDREW M. JORDAN INC, DBA A & IN SAN JOAQUIN COUNTY IN STOCKTON B CONSTRUCTION AT ROUTE 26/99 SEPARATION 1350 4TH STREET; BERKELEY CA 94710 FED. AID NO. N O N E INCREASE BRIDGE VERTICAL CLEARANCE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,200.0000 640,000.00 16.000 51,200.00 166.000 531,200 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 3.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 3.000 600.00 9.500 1,900 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.750 26,250 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.090 14,400.00 0.800 128,000 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 FLASHING ARROW SIGN EA 900.0000 4,500.00 5.000 4,500 010 TYPE III BARRICADE EA 50.0000 1,200.00 10.000 500 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6800 42,672.00 27,626.000 46,411 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 12.0000 11,880.00 748.000 8,976 013 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 7,920.00 246.000 8,856 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 41.0000 8,200.00 0.000 0 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 4.0000 2,040.00 621.000 2,484 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.710 17,750 017 END OF QUEUE MONITORING AND EA 250.0000 15,000.00 74.000 18,500 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 018 TEMPORARY FLASHING BEACON LS 4,000.0000 4,000.00 0.000 0 019 TEMPORARY RAILING (TYPE K) LF 36.0000 131,760.00 380.000 13,680.00 3,660.000 131,760 020 TEMPORARY CRASH CUSHION MODULE EA 200.0000 15,600.00 78.000 15,600 021 TEMPORARY RADAR SPEED FEEDBACK EA 2,200.0000 13,200.00 4.000 8,800 SIGN SYSTEM PROGRAM CAS145 PAGE 2 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1704 TIME 03:42 PM ESTIMATE NO. 009 BID OPENING 09/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 0.710 5,680 023 PREPARE STORM WATER POLLUTION PREVENTION LS 1,700.0000 1,700.00 1.000 1,700 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 0.000 0 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 285.0000 7,410.00 0.000 0 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 500.00 3.000 750 028 TEMPORARY FIBER ROLL LF 3.2500 5,265.00 740.000 2,405 029 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 1.000 5,000 030 STREET SWEEPING LS 40,000.0000 40,000.00 0.090 3,600.00 0.800 32,000 031 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.100 500.00 0.850 4,250 032 ASBESTOS COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 033 TREATED WOOD WASTE LB 0.3000 4,170.00 8,400.000 2,520.00 10,560.000 3,168 034 ROADWAY EXCAVATION CY 200.0000 14,400.00 39.900 7,980 035 SHOULDER BACKING TON 65.0000 2,080.00 0.000 0 036 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 37,500.00 58.000 17,400.00 125.000 37,500 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 8,800.00 46.000 4,600.00 88.000 8,800 (F) 038 IMPORTED BORROW (CY) CY 120.0000 24,000.00 200.000 24,000 039 WOOD MULCH CY 90.0000 6,300.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 175.0000 470,750.00 35.000 6,125.00 1,982.000 346,850 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.0000 3,410.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 11.0000 2,970.00 0.000 0 043 REMOVE ASPHALT CONCRETE DIKE LF 11.0000 6,270.00 570.000 6,270.00 570.000 6,270 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 67,440.00 1,576.000 18,912 045 REMOVE BASE AND SURFACING CY 120.0000 3,840.00 32.000 3,840.00 32.000 3,840 046 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 400.0000 88,000.00 110.000 44,000.00 220.000 88,000 047 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,500.0000 48,000.00 13.000 19,500.00 32.000 48,000 (F) 048 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 124,000.00 33.030 66,060.00 78.030 156,060 (F) PROGRAM CAS145 PAGE 3 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1704 TIME 03:42 PM ESTIMATE NO. 009 BID OPENING 09/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 308,000.00 150.000 165,000 (F) (POLYMER FIBER) 050 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 192,000.00 175.000 105,000 (TYPE R MODIFIED) 051 STRUCTURAL CONCRETE, DRAINAGE INLET CY 800.0000 3,600.00 4.500 3,600 (F) 052 DRILL AND BOND DOWEL LF 30.0000 12,420.00 198.000 5,940.00 466.000 13,980 053 JOINT SEAL (MR 1/2") LF 85.0000 14,280.00 0.000 0 054 JOINT SEAL (MR 1 1/2") LF 180.0000 15,120.00 0.000 0 055 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 137,605.00 17,000.000 22,100.00 69,996.000 90,994 (F) 056 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5500 773,415.00 166,300.000 424,065 (F) 057 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2500 75,825.00 166,300.000 41,575 (F) 058 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 12.0000 42,600.00 0.000 0 (F) WITHOUT WALKWAY) 059 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 21,300.00 0.000 0 (F) WITHOUT WALKWAY) 060 CLEAN AND PAINT STRUCTURAL STEEL LS 135,200.0000 135,200.00 0.000 0 061 BRIDGE REMOVAL (PORTION) LS 213,763.5000 213,763.50 1.000 213,763 062 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 180.0000 16,200.00 90.000 16,200 063 18" CONCRETE FLARED END SECTION EA 1,800.0000 3,600.00 2.000 3,600 064 REMOVE CULVERT (LF) LF 30.0000 2,700.00 90.000 2,700 065 REMOVE INLET EA 1,200.0000 2,400.00 2.000 2,400 066 REMOVE FLARED END SECTION (EA) EA 650.0000 1,300.00 2.000 1,300 067 ROCK SLOPE PROTECTION CY 310.0000 4,340.00 14.000 4,340 (60 LB, CLASS II, METHOD B) (CY) 068 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 238.00 34.000 238 069 MINOR CONCRETE (CURB, SIDEWALK AND CY 700.0000 60,900.00 79.000 55,300 CURB RAMP) 070 REMOVE CONCRETE CY 210.0000 11,760.00 74.000 15,540 (CURB, GUTTER, AND SIDEWALK) (CY) 071 PRE/POST CONSTRUCTION SURVEYS EA 3,450.0000 6,900.00 0.000 0 072 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,838.00 946.000 2,838 (F) 073 MISCELLANEOUS METAL (BRIDGE) LB 20.0000 9,060.00 0.000 0 (F) 074 TEMPORARY FENCE (TYPE CL-6) LF 22.0000 704.00 32.000 704 075 TEMPORARY CHAIN LINK GATE EA 1,800.0000 7,200.00 4.000 7,200 (TYPE CL-6, 20' WIDE) PROGRAM CAS145 PAGE 4 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1704 TIME 03:42 PM ESTIMATE NO. 009 BID OPENING 09/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE PAVEMENT MARKER EA 1.5000 825.00 613.000 919 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 3,195.00 0.000 0 078 REMOVE ROADSIDE SIGN EA 150.0000 450.00 0.000 0 079 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 17,700.00 0.000 0 080 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 44.0000 15,400.00 87.500 3,850 081 VEGETATION CONTROL MAT (RUBBER) SQYD 53.0000 12,720.00 60.000 3,180 082 CHAIN LINK RAILING (TYPE 7) LF 120.0000 25,560.00 213.000 25,560 (F) 083 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 12,000.00 1.000 6,000 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,100.0000 8,200.00 1.000 4,100 087 CONCRETE BARRIER (TYPE 60MGF) LF 500.0000 90,000.00 0.000 0 088 CONCRETE BARRIER (TYPE 732SW) LF 300.0000 64,500.00 215.000 64,500 (F) 089 CONCRETE BARRIER (TYPE 842) LF 160.0000 34,400.00 0.000 0 (F) 090 REMOVE GUARDRAIL LF 16.0000 3,360.00 104.200 1,667.20 166.200 2,659 091 SALVAGE METAL BRIDGE RAILING LF 22.0000 4,730.00 215.000 4,730 092 REMOVE CONCRETE BARRIER LF 50.0000 9,000.00 15.000 750.00 180.000 9,000 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 6,350.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 095 PAVEMENT MARKING TAPE (WARRANTY) SQFT 9.0000 378.00 0.000 0 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,020.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 098 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 099 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 9.5000 6,270.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 100 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 2,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1704 TIME 03:42 PM ESTIMATE NO. 009 BID OPENING 09/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 101 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3900 6,513.00 14,855.000 5,793 102 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5000 825.00 0.000 0 (WARRANTY) 103 CONTRAST STRIPE PAINT (1-COAT) LF 4.0000 1,720.00 0.000 0 104 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5000 3,010.00 0.000 0 (WARRANTY) 105 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 2,360.00 0.000 0 (WARRANTY) (BROKEN 36-12) 106 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.750 7,500 SYSTEM ELEMENTS DURING CONSTRUCTION 107 MODIFYING LIGHTING SYSTEMS LS 126,000.0000 126,000.00 0.650 81,900 108 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 88,000.0000 88,000.00 0.260 22,880 109 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 160,000.0000 160,000.00 1.000 160,000 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 TRAFFIC CONTROL SUPERVISOR DAY 800.0000 144,000.00 150.000 120,000 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 10,500.00 3.000 10,500 PROGRAM CAS145 PAGE 6 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1704 TIME 03:42 PM ESTIMATE NO. 009 BID OPENING 09/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 284,752.20 3,469,463.13 ADJUSTMENT OF COMPENSATION 0.00 409,004.00 EXTRA WORK 0.00 29,482.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 284,752.20 3,907,949.43 114 MOBILIZATION LS 570,000.0000 570,000.00 1.000 570,000 ORIGINAL CONTRACT AMOUNT 5,718,762.00 TOTAL WORK COMPLETED 284,752.20 4,477,949.43 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -24,000.00 TOTAL 282,752.20 4,453,949.43 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 11/30/21 200 01/24/22 01/24/22 03/02/23 166 42 33 0 70% 71% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER