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. 005 TIME 07:13 AM R.E. NAME: PRICE, LUCAS 03-3H8304 --------------------------------------------------------------------------- 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 4,907.19 E.W. @ F.A.(+) 042325 N 0002.0 0002 7,728.56 042425 N 0003.0 0003 198.51 042525 N 0004.0 0004 6,068.22 042925 N 0005.0 0005 5,929.27 043025 N 0006.0 0006 9,716.74 050125 N 0007.0 0007 3,985.32 050225 N 0008.0 0008 1,609.52 050625 N 0009.0 0009 8,966.73 050725 N 0010.0 0010 3,490.53 050925 N 0011.0 0011 7,542.13 052725 N 0012.0 0012 7,564.93 052825 N 0013.0 0013 751.77 052125 N 0014.0 0014 3,505.04 052325 N 0015.0 0015 1,795.49 053025 N 0016.0 0016 1,384.26 060325 N 0017.0 0017 3,862.48 060525 N 0018.0 79,006.69 TOTAL THIS ESTIMATE 28,037.80 TOTAL PREVIOUS ESTIMATE 107,044.49 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. 005 TIME 07:13 AM R.E. NAME: PRICE, LUCAS 03-3H8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 7/25 -4,000.00 004 DEDUCT LETTER 8/25 -4,000.00 005 RETURN LETTER 7/25 4,000.00 005 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS DATE OF THIS ESTIMATE 08/25/25 LOCATION PROGRESS ESTIMATE 03-PLA-49-3.5/7.5 ----------------- PACIFIC INFRASTRUCTURE PLACER COUNTY IN AND NEAR AUBURN FROM 0.3 CONSTRUCTION, LLC MILE NORTH OF ROUTE 80/49 SEPARATION TO 871 COTTING COURT STE A 0.1 MILE NORTH OF DRY CREEK ROAD VACAVILLE CA 95688 FED. AID NO. PCML-6203(71)E CONSTRUCT SIDEWALKS, CURB RAMPS AND DRAINA ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.500 5,000 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 18,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 12.000 2,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.040 400.00 0.330 3,300 007 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.750 22,500 008 TRAFFIC CONTROL SYSTEM LS 660,000.0000 660,000.00 0.040 26,400.00 0.330 217,800 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 35,000.0000 35,000.00 0.040 1,400.00 0.330 11,550 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.040 1,000.00 0.330 8,250 011 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 100.0000 8,400.00 0.000 0 012 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 0.040 5,000.00 0.330 41,250 013 STORMWATER POLLUTION PREVENTION PLAN LS 10,000.0000 10,000.00 0.030 300.00 0.460 4,600 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 31,500.00 7.000 4,900.00 12.000 8,400 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 615.0000 7,380.00 1.000 615.00 5.000 3,075 CONTROL) 017 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8400 3,284.40 0.000 0 MATRIX) 018 TEMPORARY COVER SQYD 6.3500 27,495.50 39.050 247 019 TEMPORARY CHECK DAM LF 5.0000 4,750.00 72.000 360.00 72.000 360 020 TEMPORARY DRAINAGE INLET PROTECTION EA 206.0000 14,626.00 26.000 5,356 021 TEMPORARY FIBER ROLL LF 3.7000 22,200.00 3,200.000 11,840 022 TEMPORARY GRAVEL BAG BERM LF 10.0000 27,000.00 83.000 830 PROGRAM CAS145 PAGE 2 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS 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 TEMPORARY REINFORCED SILT FENCE LF 10.0000 3,500.00 484.000 4,840 024 TEMPORARY SILT FENCE LF 2.3000 11,500.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 2.000 12,000 026 STREET SWEEPING LS 10,000.0000 10,000.00 0.040 400.00 0.330 3,300 027 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.040 200.00 0.330 1,650 028 TREATED WOOD WASTE LB 1.0000 3,710.00 0.000 0 029 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 60,000.0000 60,000.00 0.030 1,800.00 0.460 27,600 030 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 0.030 60.00 0.460 920 031 RESET SHELTER EA 10,000.0000 10,000.00 0.000 0 032 REMOVE CONCRETE (SQYD) SQYD 85.0000 3,825.00 0.000 0 033 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 1.000 65,000 034 ROADWAY EXCAVATION CY 100.0000 295,000.00 1,231.850 123,185 035 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 6,545.00 77.000 6,545 (F) 036 STRUCTURE EXCAVATION (ROCK) CY 500.0000 10,500.00 21.000 10,500 (F) 037 SAND BEDDING CY 600.0000 2,100.00 0.000 0 038 STRUCTURE BACKFILL (BRIDGE) CY 145.0000 14,645.00 75.000 10,875.00 75.000 10,875 (F) 039 CONCRETE BACKFILL CY 450.0000 43,200.00 0.000 0 (F) 040 IMPORTED BORROW (CY) CY 45.0000 74,700.00 0.000 0 041 PRUNE EXISTING PLANTS LS 45,000.0000 45,000.00 0.500 22,500.00 0.500 22,500 042 DECOMPOSED GRANITE SQFT 8.0000 89,600.00 2,166.000 17,328.00 2,166.000 17,328 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 612.0000 7,344.00 2.000 1,224.00 2.000 1,224 044 BONDED FIBER MATRIX (SQFT) SQFT 0.1800 5,598.00 10,007.000 1,801.26 10,007.000 1,801 045 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8000 24,880.00 10,007.000 8,005.60 10,007.000 8,005 046 HYDROMULCH SQFT 0.1100 3,091.00 25,523.000 2,807.53 25,523.000 2,807 047 FIBER ROLLS LF 6.3000 1,512.00 0.000 0 048 COMPOST (CY) CY 85.0000 31,450.00 240.000 20,400.00 240.000 20,400 049 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 228,150.00 180.690 24,393.15 770.770 104,053 PROGRAM CAS145 PAGE 3 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS 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 HOT MIX ASPHALT (TYPE A) TON 180.0000 302,400.00 113.500 20,430.00 365.000 65,700 051 MINOR HOT MIX ASPHALT TON 1,400.0000 4,760.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 80.0000 2,000.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 80.0000 5,440.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 80.0000 640.00 0.000 0 055 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 225.0000 1,350.00 0.000 0 AREA) 056 TACK COAT TON 5,000.0000 500.00 0.100 500.00 0.300 1,500 057 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 12.0000 25,200.00 1,505.300 18,063 058 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 48,150.00 90.000 1,350 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 45.0000 1,710.00 0.000 0 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 3,000.0000 78,000.00 26.000 78,000 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 3,500.0000 203,000.00 58.000 203,000.00 58.000 203,000 (F) 062 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 5,500.0000 88,000.00 0.000 0 (F) FIBER) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 158,400.00 1.200 2,640.00 25.900 56,980 (F) 064 STRUCTURAL CONCRETE, MANHOLE CY 3,500.0000 5,250.00 0.000 0 065 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 160.0000 134,080.00 0.000 0 SLAB (TYPE SIV) 066 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 26,000.0000 78,000.00 0.000 0 UNIT 067 JOINT SEAL (MR 1/2") LF 125.0000 3,125.00 0.000 0 068 BAR REINFORCING STEEL (BRIDGE) LB 3.0000 40,590.00 3,337.500 10,012.50 10,012.500 30,037 (F) 069 18" REINFORCED CONCRETE PIPE LF 185.0000 741,850.00 1,691.300 312,890 070 24" REINFORCED CONCRETE PIPE LF 286.0000 131,560.00 0.000 0 071 30" REINFORCED CONCRETE PIPE LF 175.0000 43,750.00 0.000 0 072 36" REINFORCED CONCRETE PIPE LF 320.0000 7,040.00 5.000 1,600.00 5.000 1,600 073 12" CORRUGATED STEEL PIPE (.079" THICK) LF 225.0000 8,550.00 4.000 900.00 4.000 900 074 18" CORRUGATED STEEL PIPE (.109" THICK) LF 175.0000 26,250.00 102.100 17,867 075 24" CORRUGATED STEEL PIPE (.109" THICK) LF 225.0000 4,050.00 0.000 0 076 36" CORRUGATED STEEL PIPE (.109" THICK) LF 13,000.0000 15,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS 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 DRAINAGE INLET MARKER EA 55.0000 1,925.00 0.000 0 078 12" STEEL FLARED END SECTION EA 2,600.0000 10,400.00 2.000 5,200.00 2.000 5,200 079 18" STEEL FLARED END SECTION EA 3,900.0000 19,500.00 0.000 0 080 36" STEEL FLARED END SECTION EA 3,900.0000 7,800.00 0.000 0 081 18" CONCRETE FLARED END SECTION EA 300.0000 600.00 0.000 0 082 ABANDON CULVERT (LF) LF 262.0000 14,148.00 0.000 0 083 REMOVE OVERSIDE DRAIN EA 1,000.0000 7,000.00 2.000 2,000.00 2.000 2,000 084 REMOVE CULVERT (LF) LF 67.0000 28,810.00 107.000 7,169.00 178.700 11,972 085 REMOVE INLET EA 7,000.0000 7,000.00 1.000 7,000 086 REMOVE FLARED END SECTION (EA) EA 500.0000 9,500.00 6.000 3,000.00 6.000 3,000 087 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 088 ADJUST MANHOLE EA 2,500.0000 2,500.00 0.000 0 089 MODIFY INLET EA 3,500.0000 3,500.00 0.000 0 090 MODIFY INLET TO MANHOLE EA 2,500.0000 7,500.00 0.000 0 091 CAP INLET EA 1,000.0000 1,000.00 0.000 0 092 SLOPE PAVING (CONCRETE) CY 1,200.0000 132,000.00 0.000 0 093 ROCK SLOPE PROTECTION (150 LB, CLASS CY 450.0000 18,450.00 0.000 0 III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 840.00 0.000 0 095 MINOR CONCRETE (CURB) (CY) CY 1,200.0000 49,200.00 0.400 480 096 MINOR CONCRETE (VALLEY GUTTER) CY 1,600.0000 11,200.00 0.000 0 097 DETECTABLE WARNING SURFACE SQFT 85.0000 25,500.00 18.000 1,530 098 MINOR CONCRETE (INTEGRAL CURB) CY 1,200.0000 9,600.00 9.870 11,844 099 MINOR CONCRETE (CURB AND GUTTER) CY 900.0000 468,000.00 41.800 37,620.00 205.000 184,500 100 MINOR CONCRETE (INTEGRAL RETAINING CURB) CY 1,400.0000 19,600.00 0.000 0 101 MINOR CONCRETE (ISLAND PAVING) CY 1,600.0000 19,200.00 0.000 0 102 MINOR CONCRETE (DRIVEWAY) CY 1,400.0000 114,800.00 7.600 10,640.00 26.100 36,540 103 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 828,000.00 57.000 68,400.00 298.300 357,960 PROGRAM CAS145 PAGE 5 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS 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 ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (STRUCTURE SIDEWALK) CY 1,200.0000 20,400.00 0.000 0 105 MINOR CONCRETE (CURB RAMP) CY 1,200.0000 57,600.00 0.500 600.00 6.900 8,280 106 REMOVE CONCRETE CURB (LF) LF 125.0000 16,250.00 25.100 3,137 107 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 600.00 0.000 0 108 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 45.0000 900.00 0.000 0 109 REMOVE CONCRETE (CURB AND GUTTER) LF 65.0000 17,550.00 151.900 9,873 110 REMOVE CONCRETE DITCH LF 65.0000 91,650.00 607.000 39,455.00 1,410.000 91,650 111 PRE/POST CONSTRUCTION SURVEYS EA 1,400.0000 30,800.00 11.000 15,400 112 MISCELLANEOUS IRON AND STEEL LB 6.0000 51,912.00 2,816.000 16,896 (F) 113 MISCELLANEOUS METAL (BRIDGE) LB 45.0000 14,850.00 0.000 0 (F) 114 ADJUST ACCESS BOX FRAME AND COVER EA 2,000.0000 88,000.00 8.000 16,000 (UTILITY) 115 PARKING BUMPER (PRECAST CONCRETE) EA 600.0000 9,000.00 0.000 0 116 CHAIN LINK FENCE (TYPE CL-6) LF 73.0000 9,490.00 131.000 9,563.00 131.000 9,563 117 REMOVE FENCE LF 9.0000 1,620.00 123.000 1,107.00 123.000 1,107 118 OBJECT MARKER (TYPE Q) (CA) EA 45.0000 135.00 0.000 0 119 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 0.000 0 120 RESET ROADSIDE SIGN (ONE POST) EA 500.0000 4,500.00 3.000 1,500.00 3.000 1,500 121 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 1,000.00 0.000 0 122 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 11,500.00 10.000 5,000.00 10.000 5,000 123 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 3,500.00 1.000 500.00 1.000 500 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 45.0000 171.00 0.000 0 (0.063"-UNFRAMED) 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 2,000.00 0.000 0 METHOD) 126 MIDWEST GUARDRAIL SYSTEM (STRENGTHENED) LF 240.0000 9,120.00 0.000 0 127 PEDESTRIAN RAILING LF 290.0000 107,300.00 0.000 0 (F) 128 ORNAMENTAL RAILING LF 680.0000 146,200.00 0.000 0 (F) 129 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,500.0000 8,500.00 0.000 0 130 REMOVE GUARDRAIL LF 25.0000 7,750.00 128.000 3,200 PROGRAM CAS145 PAGE 6 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS 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 ------------------------------------------------------------------------------------------------------------------------------------ 131 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 13,970.00 0.000 0 WET NIGHT VISIBILITY) 132 PAINTED STALL LINES AND PAVEMENT SQFT 8.0000 1,280.00 0.000 0 MARKINGS 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 22.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE PAINTED PAVEMENT MARKING SQFT 6.0000 1,020.00 0.000 0 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 2,700.00 0.000 0 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 2,280.00 0.000 0 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.040 200.00 0.330 1,650 SYSTEM ELEMENTS DURING CONSTRUCTION 139 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 95,000.0000 95,000.00 0.200 19,000.00 0.200 19,000 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 ASBESTOS COMPLIANCE PLAN LS 25,000.0000 25,000.00 0.030 750.00 0.460 11,500 142 DUST CONTROL PLAN (NATURALLY OCCURRING LS 15,000.0000 15,000.00 0.030 450.00 0.460 6,900 ASBESTOS) 143 SAMPLING AND ANALYSIS PLAN (NATURALLY LS 15,000.0000 15,000.00 0.030 450.00 0.460 6,900 OCCURRING ASBESTOS) 144 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 145 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 0.330 8,250 SYSTEMS (LS) 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 TIME-RELATED OVERHEAD (WDAY) WDAY 3,800.0000 760,000.00 8.000 30,400.00 66.000 250,800 148 2" CONDUIT (BRIDGE) LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 150 ADDITIVE ITEM 1 LS 1,100,000.0000 1,100,000.00 0.150 165,000.00 0.155 170,500 PROGRAM CAS145 PAGE 7 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H8304 TIME 07:13 AM ESTIMATE NO. 005 BID OPENING 09/26/24 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: PRICE, LUCAS 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 806,006.04 2,875,567.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 79,006.69 107,044.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 885,012.73 2,982,611.80 149 MOBILIZATION LS 840,000.0000 840,000.00 0.950 798,000 ORIGINAL CONTRACT AMOUNT 9,784,573.90 TOTAL WORK COMPLETED 885,012.73 3,780,611.80 MATERIALS ON HAND ON SITE -378.32 155,665.36 DEDUCTIONS 0.00 -4,000.00 TOTAL 884,634.41 3,932,277.16 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 01/29/25 200 04/21/25 04/01/25 03/10/26 66 37 0 0 38% 33% PROGRESS IS SATISFACTORY PRICE, LUCAS RESIDENT ENGINEER