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 06/18/24 EST. NO. 002 TIME 03:46 PM R.E. NAME: WORDEN EDWARD 02-3H82U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001-1 -6,000.00 E.W. @ F.A.(+) 050324 N 0002.0 DAO CORRECTING ENTRY -6,000.00 TOTAL THIS ESTIMATE 8,798.04 TOTAL PREVIOUS ESTIMATE 2,798.04 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 06/18/24 EST. NO. 002 TIME 03:46 PM R.E. NAME: WORDEN EDWARD 02-3H82U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H82U4 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 06/18/24 LOCATION PROGRESS ESTIMATE 02-LAS-44-0.0/37.2 ----------------- HAT CREEK CONSTRUCTION & LASSEN COUNTY ABOUT 9 MILES EAST OF OLD MATERIALS, INC. STATION FROM SHASTA COUNTY LINE TO ROUTE 24339 STATE HWY 89 N. 36 BURNEY CA 96013 FED. AID NO. HSNH-P044(60)E REPLACE AC SURFACING, PLACE RHMA, HMA, THE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (LS) LS 330,000.0000 330,000.00 0.163 53,790.00 0.245 80,850 004 HOURLY OFF-SITE HR 200.0000 1,600.00 3.000 600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 006 CONSTRUCTION AREA SIGNS LS 40,550.0000 40,550.00 0.065 2,635.75 0.598 24,248 007 TRAFFIC CONTROL SYSTEM LS 2,000,000.0000 2,000,000.00 0.163 326,000.00 0.245 490,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200.0000 24,000.00 0.000 0 009 TYPE III BARRICADE EA 100.0000 1,200.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 8.2500 4,042.50 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 1,950.00 0.000 0 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 24,000.0000 24,000.00 0.163 3,912.00 0.245 5,880 SYSTEMS (LS) 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,000.0000 36,000.00 0.163 5,868.00 0.245 8,820 014 TEMPORARY RAILING (TYPE K) LF 30.0000 13,200.00 0.000 0 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 800.0000 3,200.00 0.000 0 016 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 21,600.0000 21,600.00 0.163 3,520.80 0.245 5,292 017 JOB SITE MANAGEMENT LS 17,000.0000 17,000.00 0.163 2,771.00 0.245 4,165 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.500 750 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 2,500.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 3,400.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 022 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 20,460.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H82U4 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 10.0000 5,000.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,200.00 0.000 0 025 TEMPORARY FIBER ROLL LF 6.5000 33,150.00 2,880.000 18,720 026 TEMPORARY GRAVEL BAG BERM LF 13.0000 11,700.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 13,500.00 0.000 0 028 STREET SWEEPING LS 60,000.0000 60,000.00 0.163 9,780.00 0.245 14,700 029 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.280 1,540.00 0.280 1,540 030 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 800.0000 14,400.00 0.000 0 031 WATER QUALITY MONITORING REPORT EA 3,000.0000 36,000.00 0.000 0 032 WATER QUALITY ANNUAL REPORT EA 750.0000 750.00 0.000 0 033 TREATED WOOD WASTE LB 0.2500 1,677.50 0.000 0 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 5,000.0000 5,000.00 0.163 815.00 0.245 1,225 035 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 0.163 407.50 0.245 612 036 TEMPORARY HIGH-VISIBILITY FENCE LF 15.0000 1,470.00 98.000 1,470 037 CLEARING AND GRUBBING (LS) LS 109,000.0000 109,000.00 1.000 109,000 038 DUST PALLIATIVE LS 35,000.0000 35,000.00 0.000 0 039 ROADWAY EXCAVATION CY 30.0000 624,000.00 3,199.320 95,979.60 12,099.520 362,985 040 SHOULDER BACKING TON 45.0000 868,500.00 0.000 0 041 DITCH EXCAVATION CY 100.0000 300.00 1.300 130.00 1.300 130 042 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 5.0000 17,400.00 2,988.000 14,940 B2 043 SOIL TESTING EA 500.0000 500.00 0.000 0 044 BONDED FIBER MATRIX (SQFT) SQFT 0.2900 55,100.00 0.000 0 045 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2200 20,944.00 0.000 0 046 HYDRAULIC BIOTIC GROWTH MEDIUM (HBGM) SQFT 0.3200 30,464.00 0.000 0 047 COMPOST (CY) CY 119.0000 57,120.00 0.000 0 048 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.163 8,150.00 0.245 12,250 049 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 271,200.00 154.850 12,388.00 1,150.850 92,068 PROGRAM CAS145 PAGE 3 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H82U4 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REPLACE ASPHALT CONCRETE SURFACING CY 380.0000 1,444,000.00 1,184.000 449,920.00 1,184.000 449,920 051 HOT MIX ASPHALT (TYPE A) TON 135.0000 1,047,600.00 0.000 0 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 12,675,000.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 50.0000 500.00 0.000 0 054 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.0000 750.00 0.000 0 AREA) 055 TACK COAT TON 1,500.0000 225,000.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 38,500.00 0.000 0 057 10' X 6' PRECAST REINFORCED DOUBLE BOX LF 8,000.0000 576,000.00 0.000 0 CULVERT 058 STRUCTURAL CONCRETE, HEADWALL CY 2,700.0000 356,400.00 81.000 218,700.00 81.000 218,700 (F) 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 11,000.00 1.100 5,500.00 1.100 5,500 (F) 060 STRUCTURAL CONCRETE (WINGWALL) CY 1,000.0000 38,000.00 0.000 0 (F) 061 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 31,500.00 0.000 0 (F) 062 BAR REINFORCING STEEL LB 3.0000 42,489.00 8,471.400 25,414.20 8,471.400 25,414 (F) 063 BAR REINFORCING STEEL (EPOXY COATED) LB 2.7500 54,450.00 0.000 0 (F) 064 BAR REINFORCING STEEL (WINGWALL) LB 2.0000 6,280.00 0.000 0 (F) 065 24" ALTERNATIVE PIPE CULVERT LF 265.0000 230,550.00 806.400 213,696.00 806.400 213,696 066 36" ALTERNATIVE PIPE CULVERT LF 425.0000 63,750.00 140.300 59,627.50 140.300 59,627 067 48" ALTERNATIVE PIPE CULVERT LF 700.0000 147,000.00 204.600 143,220.00 204.600 143,220 068 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 3,000.00 0.000 0 (F) 069 35" X 24" ALTERNATIVE PIPE ARCH CULVERT LF 450.0000 20,250.00 44.400 19,980.00 44.400 19,980 070 24" REINFORCED CONCRETE PIPE LF 170.0000 18,700.00 0.000 0 071 24" CONCRETE FLARED END SECTION EA 2,800.0000 2,800.00 0.000 0 072 24" ALTERNATIVE FLARED END SECTION EA 420.0000 420.00 0.000 0 073 35" X 24" ALTERNATIVE FLARED END PIPE EA 875.0000 1,750.00 2.000 1,750.00 2.000 1,750 ARCH SECTION 074 36" PRECAST CONCRETE PIPE INLET LF 1,650.0000 6,600.00 0.000 0 075 REMOVE CULVERT (LF) LF 5.0000 6,400.00 989.900 4,949.50 989.900 4,949 076 REMOVE INLET EA 350.0000 350.00 1.000 350.00 1.000 350 PROGRAM CAS145 PAGE 4 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H82U4 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE HEADWALL EA 500.0000 14,500.00 25.000 12,500.00 25.000 12,500 078 REMOVE FLARED END SECTION (EA) EA 180.0000 360.00 2.000 360.00 2.000 360 079 CONCRETE (CONCRETE APRON) CY 3,500.0000 17,500.00 0.000 0 080 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 130.0000 14,300.00 0.000 0 METHOD B) (CY) 081 ROCK SLOPE PROTECTION (150 LB, CLASS CY 350.0000 12,250.00 0.000 0 III, METHOD B) (CY) 082 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 120.0000 5,520.00 6.300 756.00 6.300 756 METHOD B) (CY) 083 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 180.0000 1,980.00 3.100 558.00 3.100 558 METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 1,000.00 33.800 84.50 33.800 84 085 MISCELLANEOUS IRON AND STEEL LB 5.5000 2,497.00 239.000 1,314.50 239.000 1,314 (F) 086 CHAIN LINK FENCE (MINI MESH, TYPE LF 210.0000 10,920.00 0.000 0 MMCL-6, EXTENSION ARM) 087 4' CHAIN LINK GATE (MINI MESH, TYPE EA 3,500.0000 3,500.00 0.000 0 MMCL-6, EXTENSION ARM) 088 REMOVE PAVEMENT MARKER EA 4.0000 43,200.00 0.000 0 089 REMOVE DELINEATOR EA 10.0000 10,600.00 0.000 0 090 DELINEATOR (CLASS 2) EA 65.0000 72,150.00 0.000 0 091 PAVEMENT MARKER EA 12.5000 137,500.00 0.000 0 (RETROREFLECTIVE-RECESSED) 092 MILEPOST MARKER EA 65.0000 4,875.00 0.000 0 093 MARKER (CULVERT) EA 65.0000 2,340.00 0.000 0 094 TREATMENT BEST MANAGEMENT PRACTICE EA 65.0000 260.00 0.000 0 MARKER 095 OBJECT MARKER (TYPE L-1) EA 65.0000 13,000.00 0.000 0 096 REMOVE MARKER EA 10.0000 290.00 0.000 0 097 REMOVE ROADSIDE SIGN EA 200.0000 9,400.00 0.000 0 098 RESET ROADSIDE SIGN EA 300.0000 300.00 0.000 0 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7500 3,570.00 0.000 0 (0.063"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.5000 1,809.50 0.000 0 (0.080"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 46.7500 7,480.00 0.000 0 (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.5000 21,535.00 0.000 0 (0.080"-FRAMED) 103 ROADSIDE SIGN - ONE POST EA 500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H82U4 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 1,000.0000 38,000.00 0.000 0 105 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 925.0000 5,550.00 0.000 0 106 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 11,500.00 0.000 0 107 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 48.0000 16,800.00 0.000 0 108 CABLE RAILING LF 110.0000 45,320.00 0.000 0 (F) 109 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,600.0000 3,200.00 0.000 0 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 REMOVE GUARDRAIL LF 10.0000 1,600.00 0.000 0 112 THERMOPLASTIC PAVEMENT MARKING SQFT 15.5000 66,805.00 0.000 0 113 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 13.0000 2,860.00 0.000 0 114 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 47,740.00 0.000 0 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3500 2,365,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 116 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.5000 56,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.245 612.50 0.245 612 SYSTEM ELEMENTS DURING CONSTRUCTION 118 MODIFYING ROADSIDE WEATHER INFORMATION LS 158,500.0000 158,500.00 0.429 67,996.50 0.429 67,996 SYSTEM 119 MODIFYING CAMERA SYSTEMS LS 186,000.0000 186,000.00 0.729 135,594.00 0.729 135,594 120 MODIFYING LIGHTING SYSTEMS LS 12,300.0000 12,300.00 0.704 8,659.20 0.704 8,659 121 MODIFYING TRAFFIC MONITORING STATIONS LS 53,300.0000 53,300.00 0.000 0 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 1.000 6,000 124 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,000.0000 16,000.00 0.000 0 125 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 126 REMOVE FENCE (TYPE BW) LF 8.0000 3,760.00 470.000 3,760 127 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 18.0000 10,800.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H82U4 TIME 03:46 PM ESTIMATE NO. 002 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,905,230.05 2,649,799.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK -6,000.00 2,798.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,899,230.05 2,652,597.44 128 MOBILIZATION LS 2,263,500.5000 2,263,500.50 0.750 1,697,625.38 0.750 1,697,625 ORIGINAL CONTRACT AMOUNT 27,756,989.00 TOTAL WORK COMPLETED 3,596,855.43 4,350,222.82 MATERIALS ON HAND ON SITE -167,590.66 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,429,264.77 4,350,222.82 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 11/30/23 110 12/20/23 12/20/23 10/11/24 27 94 0 0 16% 25% PROGRESS IS SATISFACTORY WORDEN EDWARD RESIDENT ENGINEER