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 04/18/25 EST. NO. 001 TIME 12:49 PM R.E. NAME: GIBBS DANIEL 02-4H0704 --------------------------------------------------------------------------- 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 04/18/25 EST. NO. 001 TIME 12:49 PM R.E. NAME: GIBBS DANIEL 02-4H0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0704 TIME 12:49 PM ESTIMATE NO. 001 BID OPENING 12/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 04/18/25 LOCATION PROGRESS ESTIMATE 02-LAS-139-0.7/11.0 ----------------- HAT CREEK CONSTRUCTION & LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MATERIALS, INC. MILE NORTH OF CHESTNUT STREET TO 2.6 MILES 24339 STATE HWY 89 N. SOUTH OF HORSE LAKE ROAD BURNEY CA 96013 FED. AID NO. ACST-S139(25)E PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 2,250.00 0.900 2,250 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000 003 TIME-RELATED OVERHEAD (LS) LS 580,000.0000 580,000.00 0.070 40,600.00 0.070 40,600 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 20,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.250 1,875.00 0.250 1,875 007 TRAFFIC CONTROL SYSTEM LS 1,523,873.7000 1,523,873.70 0.070 106,671.16 0.070 106,671 008 STATIONARY IMPACT ATTENUATOR VEHICLE LS 5,000.0000 5,000.00 0.000 0 (LS) 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3000 2,288.00 0.000 0 010 PORTABLE FLASHING BEACONS (EA) EA 225.0000 450.00 0.000 0 011 PORTABLE SIGNAL SYSTEMS (EA) EA 7,500.0000 15,000.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,400.0000 48,600.00 5.000 27,000.00 5.000 27,000 013 TEMPORARY RAILING (TYPE K) LF 100.0000 70,000.00 0.000 0 014 TEMPORARY CRASH CUSHION TL-3 EA 1,600.0000 3,200.00 0.000 0 015 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,900.0000 7,800.00 0.140 546.00 0.140 546 SYSTEM 016 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 78.0000 7,800.00 10.000 780.00 10.000 780 017 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.070 1,400.00 0.070 1,400 018 STORMWATER POLLUTION PREVENTION PLAN LS 1,500.0000 1,500.00 0.900 1,350.00 0.900 1,350 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 43,500.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 021 TEMPORARY COVER SQYD 2.0000 30,000.00 0.000 0 022 TEMPORARY REINFORCED SILT FENCE LF 8.4000 99,960.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0704 TIME 12:49 PM ESTIMATE NO. 001 BID OPENING 12/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 04/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 24,000.00 0.000 0 024 STREET SWEEPING LS 100,000.0000 100,000.00 0.070 7,000.00 0.070 7,000 025 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.000 0 026 TREATED WOOD WASTE LB 0.1000 1,300.00 0.000 0 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 13,700.0000 13,700.00 1.000 13,700.00 1.000 13,700 028 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 029 REMOVE CONCRETE (STRUCTURE) CY 550.0000 86,350.00 0.000 0 030 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 750.0000 18,750.00 0.000 0 031 TEMPORARY HIGH-VISIBILITY FENCE LF 3.7400 19,335.80 5,704.000 21,332.96 5,704.000 21,332 032 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 0.900 18,000.00 0.900 18,000 033 ROADWAY EXCAVATION CY 115.0000 533,600.00 1,915.000 220,225.00 1,915.000 220,225 034 SHOULDER BACKING TON 65.0000 243,750.00 0.000 0 035 DITCH EXCAVATION CY 250.0000 60,000.00 159.000 39,750.00 159.000 39,750 036 IMPORTED BORROW (CY) CY 90.0000 95,400.00 0.000 0 037 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 10.0000 55,200.00 1,200.000 12,000.00 1,200.000 12,000 B3 038 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 897.0000 1,794.00 1.000 897.00 1.000 897 039 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 28,000.00 0.000 0 040 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8300 31,623.00 0.000 0 041 COMPOST SOCK LF 8.0500 29,946.00 0.000 0 042 COMPOST (CY) CY 91.7000 49,518.00 0.000 0 043 INCORPORATE MATERIALS SQFT 0.1400 7,910.00 0.000 0 044 CLASS 2 AGGREGATE BASE (CY) CY 165.0000 285,450.00 0.000 0 045 ASPHALT-RUBBER BINDER TON 595.0000 255,850.00 0.000 0 046 PRECOATED AGGREGATE (SEAL COAT) TON 200.0000 554,000.00 0.000 0 047 REPLACE ASPHALT CONCRETE SURFACING CY 455.0000 646,100.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 148.0000 3,448,400.00 0.000 0 049 MINOR HOT MIX ASPHALT TON 148.0000 57,720.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0704 TIME 12:49 PM ESTIMATE NO. 001 BID OPENING 12/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 04/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 207.50 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.5000 15,475.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 132.50 0.000 0 053 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 15.0000 19,200.00 0.000 0 AREA) 054 TACK COAT TON 4,000.0000 76,000.00 0.000 0 055 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 4.0000 20,960.00 0.000 0 056 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 12,360.00 0.000 0 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 66,600.00 0.000 0 058 RAIL ELEMENT WALL SQFT 38.0000 36,860.00 0.000 0 059 STRUCTURAL CONCRETE, BARRIER SLAB CY 3,500.0000 714,000.00 0.000 0 (F) 060 STRUCTURAL CONCRETE, HEADWALL CY 5,860.0000 105,480.00 0.000 0 (F) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,000.0000 105,000.00 2.000 14,000.00 2.000 14,000 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 5,000.0000 22,500.00 0.000 0 (F) 063 DRILL AND BOND DOWEL LF 60.0000 9,840.00 0.000 0 064 CONCRETE BACKFILL (PIPE TRENCH) CY 450.0000 4,050.00 9.000 4,050.00 9.000 4,050 (F) 065 24" CORRUGATED STEEL PIPE (.138" THICK) LF 500.0000 245,000.00 297.000 148,500.00 297.000 148,500 066 30" CORRUGATED STEEL PIPE (.138" THICK) LF 750.0000 47,250.00 7.000 5,250.00 7.000 5,250 067 36" CORRUGATED STEEL PIPE (.168" THICK) LF 750.0000 120,000.00 98.000 73,500.00 98.000 73,500 068 42" CORRUGATED STEEL PIPE (.138" THICK) LF 850.0000 43,350.00 7.000 5,950.00 7.000 5,950 069 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 850.0000 17,000.00 20.000 17,000.00 20.000 17,000 (.138" THICK) 070 FLUME DOWNDRAIN LF 225.0000 16,650.00 7.000 1,575.00 7.000 1,575 071 TAPERED INLET EA 850.0000 3,400.00 3.000 2,550.00 3.000 2,550 072 36" ANCHOR ASSEMBLY EA 3,000.0000 12,000.00 4.000 12,000.00 4.000 12,000 073 FLUME ANCHOR ASSEMBLY EA 250.0000 3,250.00 8.000 2,000.00 8.000 2,000 074 24" STEEL FLARED END SECTION EA 3,000.0000 33,000.00 5.000 15,000.00 5.000 15,000 075 36" STEEL FLARED END SECTION EA 3,500.0000 7,000.00 1.000 3,500.00 1.000 3,500 076 42" STEEL FLARED END SECTION EA 4,500.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0704 TIME 12:49 PM ESTIMATE NO. 001 BID OPENING 12/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 04/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE OVERSIDE DRAIN EA 80.0000 240.00 2.000 160.00 2.000 160 078 REMOVE CULVERT (LF) LF 8.0000 4,000.00 261.000 2,088.00 261.000 2,088 079 REMOVE HEADWALL EA 250.0000 750.00 2.000 500.00 2.000 500 080 REMOVE FLARED END SECTION (EA) EA 100.0000 400.00 2.000 200.00 2.000 200 081 SLOPE PAVING (CONCRETE) CY 4,000.0000 100,000.00 0.000 0 082 ROCK SLOPE PROTECTION (150 LB, CLASS CY 550.0000 21,450.00 0.000 0 III, METHOD B) (CY) 083 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 550.0000 4,400.00 8.000 4,400.00 8.000 4,400 METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 11.0000 1,430.00 23.000 253.00 23.000 253 085 DETECTABLE WARNING SURFACE SQFT 66.0000 5,016.00 0.000 0 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 REMOVE CONCRETE CURB (LF) LF 150.0000 2,550.00 17.000 2,550.00 17.000 2,550 090 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 150.0000 25,500.00 170.000 25,500.00 170.000 25,500 091 REMOVE CONCRETE (CURB AND GUTTER) LF 100.0000 21,000.00 210.000 21,000.00 210.000 21,000 092 MISCELLANEOUS IRON AND STEEL LB 5.0000 14,190.00 473.000 2,365.00 473.000 2,365 (F) 093 REMOVE CATTLE GUARD EA 25,000.0000 50,000.00 0.000 0 094 DELINEATOR (CLASS 2) EA 75.0000 15,750.00 0.000 0 095 TEMPORARY DELINEATOR (CLASS 1) EA 60.0000 480.00 0.000 0 096 MILEPOST MARKER EA 80.0000 1,600.00 0.000 0 097 MARKER (CULVERT) EA 75.0000 1,500.00 0.000 0 098 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 340.00 0.000 0 MARKER 099 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 700.00 0.000 0 100 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 900.00 0.000 0 101 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 750.00 0.000 0 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 3,987.50 0.000 0 (0.063"-UNFRAMED) 103 ROADSIDE SIGN - ONE POST EA 300.0000 2,100.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0704 TIME 12:49 PM ESTIMATE NO. 001 BID OPENING 12/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 04/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 500.0000 3,500.00 0.000 0 105 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 175.00 0.000 0 METHOD) 106 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 38.5000 115,115.00 0.000 0 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 69,850.00 0.000 0 108 TRANSITION RAILING (TYPE AGT) EA 4,800.0000 9,600.00 0.000 0 109 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,800.0000 5,400.00 0.000 0 110 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 19,250.00 0.000 0 111 BURIED POST END ANCHOR (TYPE B-F) EA 1,600.0000 3,200.00 0.000 0 112 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 550.0000 202,400.00 0.000 0 (F) 113 REMOVE GUARDRAIL LF 3.5000 10,605.00 0.000 0 114 REMOVE CONCRETE BARRIER LF 15.0000 5,520.00 0.000 0 115 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 12,300.00 0.000 0 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,670.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 117 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,360.00 0.000 0 118 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 9,450.00 0.000 0 119 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 345,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 120 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 18,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 121 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 20.0000 16,000.00 0.000 0 WET NIGHT VISIBILITY) (RECESSED) 122 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,553.0000 2,553.00 0.500 1,276.50 0.500 1,276 SYSTEM ELEMENTS DURING CONSTRUCTION 123 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 271,784.0000 271,784.00 0.000 0 124 MODIFYING TRAFFIC MONITORING STATIONS LS 7,378.0000 7,378.00 0.000 0 125 MODIFYING FLASHING BEACON SYSTEMS LS 25,558.0000 25,558.00 0.000 0 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 MINOR CONCRETE (MISCELLANEOUS CY 1,625.0000 52,000.00 0.000 0 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 04/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0704 TIME 12:49 PM ESTIMATE NO. 001 BID OPENING 12/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 04/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 887,544.62 887,544.62 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 887,544.62 887,544.62 128 MOBILIZATION LS 1,385,000.0000 1,385,000.00 0.500 692,500.00 0.500 692,500 ORIGINAL CONTRACT AMOUNT 13,850,085.00 TOTAL WORK COMPLETED 1,580,044.62 1,580,044.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,580,044.62 1,580,044.62 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 02/13/25 145 00/00/00 00/00/00 10/30/25 10 0 0 0 11% 7% PROGRESS IS SATISFACTORY GIBBS DANIEL RESIDENT ENGINEER