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 08/25/25 EST. NO. 007 TIME 12:20 PM R.E. NAME: STEVE MCMILLAN 11-056404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 5,450.00 E.W. @ F.A.(+) 070125 N 0021.0 006 0001 -189,232.93 A.C. @ L.S.(-) 082025 N 1 010 0001 994,172.62 E.W. @ L.S.(+) 082025 N 1 810,389.69 TOTAL THIS ESTIMATE 64,329.83 TOTAL PREVIOUS ESTIMATE 874,719.52 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 08/25/25 EST. NO. 007 TIME 12:20 PM R.E. NAME: STEVE MCMILLAN 11-056404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 102 -1,058.13 002 OVERBID ITEM NO. 102 -282.17 003 OVERBID ITEM NO. 102 -70.55 006 0.00 -1,410.85 TOTAL DEDUCTIONS 0.00 -1,410.85 PROGRAM CAS145 PAGE 1 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056404 TIME 12:20 PM ESTIMATE NO. 007 BID OPENING 11/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 08/25/25 LOCATION PROGRESS ESTIMATE 11-SD-11-0.6/2.7 ----------------- HAZARD CONSTRUCTION ENGR, LLC SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 10529 VINE STREET MILE WEST OF SANYO AVENUE UNDERCROSSING TO LAKESIDE CA 92040 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING FED. AID NO. ACNH-P011(11)E PERFORM GRADING, CONSTRUCT DRAINAGE FACILI ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 1,000,000.00 92.000 920,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 1.500 300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 200,000.0000 200,000.00 0.960 192,000 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.768 19,200 007 TRAFFIC CONTROL SYSTEM LS 86,500.0000 86,500.00 0.920 79,580 008 REMOVE BARRICADE TYPE III EA 30.0000 330.00 11.000 330.00 11.000 330 009 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 50.0000 5,000.00 10.000 500.00 10.000 500 PLACE) 010 REMOVE CHANNELIZER (SURFACE MOUNTED) EA 8.0000 552.00 24.000 192.00 24.000 192 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 20,000.00 1.920 19,200 012 TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 013 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.920 46,000 014 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.920 4,600 015 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 2.000 1,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8000 52,080.00 0.000 0 MATRIX) 019 TEMPORARY COVER SQYD 70.0000 16,100.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 7,800.00 28.000 8,400 021 TEMPORARY FIBER ROLL LF 3.6000 66,600.00 924.000 3,326.40 16,430.000 59,148 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 2.000 10,000 PROGRAM CAS145 PAGE 2 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056404 TIME 12:20 PM ESTIMATE NO. 007 BID OPENING 11/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 150,000.0000 150,000.00 0.920 138,000 024 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.920 13,800 025 MANAGE SOLID WASTE GENERATED BY THE LS 5,000.0000 5,000.00 1.000 5,000 PUBLIC (INITIAL CLEANUP) 026 MANAGE SOLID WASTE GENERATED BY THE HR 280.0000 10,360.00 40.000 11,200 PUBLIC 027 TREATED WOOD WASTE LB 3.0000 1,110.00 0.000 0 028 CLEARING AND GRUBBING (ACRE) ACRE 1,000.0000 100,000.00 73.100 73,100 029 DUST PALLIATIVE LS 120,000.0000 120,000.00 0.920 110,400 030 ROADWAY EXCAVATION CY 6.0000 1,290,000.00 176,750.000 1,060,500 031 DITCH EXCAVATION CY 30.0000 13,200.00 0.000 0 032 IMPORTED BORROW (CY) CY 23.0000 2,806,000.00 91,302.860 2,099,965 033 ASPHALTIC EMULSION (FOG SEAL COAT) TON 500.0000 150.00 0.000 0 034 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 190.0000 104,500.00 627.630 119,249 035 TACK COAT TON 500.0000 1,500.00 0.000 0 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 12,000.00 140.800 2,816 037 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 2,450,500.00 15.000 19,500.00 656.390 853,307 (F) 038 STRUCTURAL CONCRETE, HEADWALL CY 1,250.0000 271,250.00 19.300 24,125.00 231.500 289,375 (F) 039 INSTALL PRECAST BOX CULVERT (8'X4') LF 850.0000 72,250.00 3.000 2,550.00 73.000 62,050 040 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 3,500.0000 157,500.00 51.330 179,655.00 60.000 210,000 041 DRILL AND BOND DOWEL LF 150.0000 7,050.00 33.000 4,950.00 33.000 4,950 042 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 658,653.00 22,483.200 33,724.80 177,544.200 266,316 (F) 043 24" REINFORCED CONCRETE PIPE LF 160.0000 51,200.00 13.000 2,080.00 309.000 49,440 044 72" REINFORCED CONCRETE PIPE LF 600.0000 28,800.00 0.000 0 045 INSTALL 72" REINFORCED CONCRETE PIPE LF 550.0000 25,850.00 8.000 4,400.00 40.000 22,000 046 4" PLASTIC PIPE UNDERDRAIN LF 5.0000 2,050.00 410.000 2,050 047 36" REINFORCED CONCRETE PIPE RISER LF 450.0000 22,500.00 0.000 0 048 REMOVE DRAINAGE FACILITY (EA) EA 7,000.0000 14,000.00 2.000 14,000 049 ADJUST FRAME AND COVER TO GRADE EA 3,500.0000 31,500.00 9.000 31,500 PROGRAM CAS145 PAGE 3 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056404 TIME 12:20 PM ESTIMATE NO. 007 BID OPENING 11/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE (CHANNEL LINING) CY 1,000.0000 640,000.00 606.540 606,540 051 CONCRETE (CONCRETE APRON) CY 1,300.0000 15,600.00 8.500 11,050.00 14.500 18,850 052 ROCK SLOPE PROTECTION (150 LB, CLASS CY 200.0000 24,000.00 120.000 24,000.00 120.000 24,000 III, METHOD B) (CY) 053 RELOCATE ROCK SLOPE PROTECTION CY 65.0000 61,100.00 334.000 21,710.00 804.000 52,260 (CONCRETED, METHOD B) 054 CONCRETED-ROCK SLOPE PROTECTION (1/2 T, CY 220.0000 19,800.00 80.000 17,600.00 80.000 17,600 CLASS VII, METHOD B) (CY) 055 CONCRETED-ROCK SLOPE PROTECTION (1/4 T, CY 210.0000 90,300.00 0.000 0 CLASS V, METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 1,150.00 230.000 1,150.00 230.000 1,150 057 MISCELLANEOUS IRON AND STEEL LB 3.5000 32,728.50 0.000 0 (F) 058 DELINEATOR (CLASS 1) EA 150.0000 10,500.00 66.000 9,900.00 66.000 9,900 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6000 9,798.00 1,889.000 8,689.40 1,889.000 8,689 060 REMOVE ROADSIDE SIGN EA 100.0000 500.00 5.000 500.00 5.000 500 061 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 30.0000 60.00 2.000 60.00 2.000 60 BRACKET METHOD) 062 RELOCATE ROADSIDE SIGN EA 250.0000 250.00 1.000 250.00 1.000 250 063 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 60.0000 46,800.00 773.400 46,404 064 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.0000 3,100.00 145.500 4,510.50 145.500 4,510 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,960.00 110.610 1,548.54 110.610 1,548 (0.063"-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 700.00 54.750 766.50 54.750 766 (0.080"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,100.00 44.000 968.00 44.000 968 (0.063"-FRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,320.00 85.000 1,870.00 85.000 1,870 (0.080"-FRAMED) 069 ROADSIDE SIGN - ONE POST EA 600.0000 5,400.00 11.000 6,600.00 11.000 6,600 070 ROADSIDE SIGN - TWO POST EA 1,500.0000 9,000.00 7.000 10,500.00 7.000 10,500 071 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 0.000 0 METHOD) 072 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 350.0000 1,050.00 6.000 2,100.00 6.000 2,100 073 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 300.00 2.000 300.00 2.000 300 POST 074 CABLE RAILING LF 180.0000 38,880.00 0.000 0 (F) 075 RELOCATE CONCRETE BARRIER (TYPE K) LF 20.0000 9,600.00 480.000 9,600.00 480.000 9,600 076 REMOVE CONCRETE BARRIER (TYPE K) LF 25.0000 4,500.00 60.000 1,500.00 60.000 1,500 PROGRAM CAS145 PAGE 4 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056404 TIME 12:20 PM ESTIMATE NO. 007 BID OPENING 11/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CRASH CUSHION EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 078 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 19,920.00 3,157.000 18,942.00 3,157.000 18,942 WET NIGHT VISIBILITY) 079 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 17.5000 76,475.00 4,080.000 71,400.00 4,080.000 71,400 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.4000 442.00 137.000 465.80 137.000 465 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 081 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 7,800.00 5,844.000 7,597.20 5,844.000 7,597 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 67,860.00 40,817.000 73,470.60 40,817.000 73,470 (ENHANCED WET NIGHT VISIBILITY) 083 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 2,541.00 993.000 3,276.90 993.000 3,276 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 4,050.00 1,636.000 4,908.00 1,636.000 4,908 (ENHANCED WET NIGHT VISIBILITY) 085 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.3000 18,318.00 3,498.000 15,041.40 3,498.000 15,041 (ENHANCED WET NIGHT VISIBILITY) 086 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 2,738.00 617.000 2,282.90 617.000 2,282 087 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 33,700.00 7,072.000 35,360.00 7,072.000 35,360 (WARRANTY) (BROKEN 12-3) 088 CONTRAST STRIPE PAINT (2-COAT) LF 0.6500 28,275.00 40,688.000 26,447.20 40,688.000 26,447 089 REMOVE TRAFFIC STRIPE LF 1.2000 6,624.00 5,265.000 6,318.00 5,265.000 6,318 090 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.8000 1,740.00 0.000 0 (BROKEN 17-7) 091 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.7000 32,007.00 7,379.000 34,681.30 7,379.000 34,681 (WARRANTY) (BROKEN 36-12) 092 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 21.0000 24,570.00 930.000 19,530.00 930.000 19,530 (WARRANTY) 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 MINOR HOT MIX ASPHALT TON 150.0000 450.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 50.0000 5,500.00 120.500 6,025 096 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,000.0000 6,000.00 1.000 3,000 097 48" REINFORCED CONCRETE PIPE LF 2,800.0000 11,200.00 0.000 0 098 REMOVE CONCRETE (CURB, GUTTER, AND CY 400.0000 7,600.00 16.070 6,428 SIDEWALK) (CY) 099 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 19,500.00 773.400 19,335 100 MODIFYING FLASHING BEACON SYSTEMS LS 385,000.0000 385,000.00 0.900 346,500.00 0.980 377,300 101 FIBER OPTIC CABLE SYSTEMS LS 55,000.0000 55,000.00 0.050 2,750.00 0.800 44,000 PROGRAM CAS145 PAGE 5 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056404 TIME 12:20 PM ESTIMATE NO. 007 BID OPENING 11/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,086,477.44 8,421,746.02 ADJUSTMENT OF COMPENSATION -189,232.93 -189,232.93 EXTRA WORK 999,622.62 1,063,952.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,896,867.13 9,296,465.54 102 MOBILIZATION LS 1,320,000.0000 1,320,000.00 1.000 1,320,000 ORIGINAL CONTRACT AMOUNT 13,185,891.50 TOTAL WORK COMPLETED 1,896,867.13 10,616,465.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -1,410.85 TOTAL 1,896,867.13 10,615,054.69 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 102 MOBILIZATION 1,318,589.15 1,320,000.00 1,410.85 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 01/21/25 100 02/05/25 02/05/25 09/29/25 115 21 42 0 80% 81% PROGRESS IS SATISFACTORY STEVE MCMILLAN RESIDENT ENGINEER