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 07/22/22 EST. NO. 003 TIME 12:11 PM R.E. NAME: RANDY STELHORN 03-1H18U4 --------------------------------------------------------------------------- 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 07/22/22 EST. NO. 003 TIME 12:11 PM R.E. NAME: RANDY STELHORN 03-1H18U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 6/2022 -4,000.00 002 DEDUCT LTTR 7/2022 -6,000.00 003 -6,000.00 -10,000.00 TOTAL DEDUCTIONS -6,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 LOCATION PROGRESS ESTIMATE 03-NEV-80-13.0/16.5 ----------------- A. TEICHERT & SON, INC. DBA IN TRUCKEE FROM WEST OF DONNER OC TEICHERT CONSTRUCTION TO BRIDGE STREET UNDERCROSSING. 400 SUNRISE AVE. SUITE 300; 89/267 SEPARATION ROSEVILLE CA 95661 FED. AID NO. ACIM-080 -4(213)E REHABILITATE ROADWAY, CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,550.0000 1,550.00 0.800 1,240.00 1.000 1,550 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.350 2,625.00 0.350 2,625 003 TIME-RELATED OVERHEAD (LS) LS 1,400,001.2000 1,400,001.20 0.150 210,000.18 0.350 490,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 1.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.150 3,750.00 0.350 8,750 007 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.650 13,000 008 TRAFFIC CONTROL SYSTEM LS 1,285,500.0000 1,285,500.00 0.150 192,825.00 0.350 449,925 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 225.0000 22,050.00 19.600 4,410 010 TYPE III BARRICADE EA 55.0000 1,485.00 5.000 275.00 7.000 385 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2700 27,178.00 15,855.000 20,135.85 23,202.000 29,466 012 PLASTIC TRAFFIC DRUMS EA 35.0000 5,600.00 160.000 5,600 013 PORTABLE RADAR SPEED FEEDBACK LS 15,000.0000 15,000.00 0.150 2,250.00 0.350 5,250 SIGN SYSTEM 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,000.0000 8,000.00 0.150 1,200.00 0.350 2,800 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.150 4,500.00 0.350 10,500 016 TEMPORARY RAILING (TYPE K) LF 24.0000 261,600.00 820.000 19,680.00 6,880.000 165,120 017 TEMPORARY CRASH CUSHION EA 3,600.0000 36,000.00 1.000 3,600.00 3.000 10,800 018 TEMPORARY TRAFFIC SCREEN LF 5.0000 14,500.00 0.000 0 019 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.050 2,500.00 0.350 17,500 020 PREPARE STORM WATER POLLUTION PREVENTION LS 2,635.0000 2,635.00 0.750 1,976 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 0.000 0 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 390.0000 26,910.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 024 TEMPORARY EROSION CONTROL BLANKET SQYD 2.5400 45,974.00 0.000 0 025 MOVE-IN/MOVE-OUT EA 1,500.0000 18,000.00 1.000 1,500 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 20,026.00 0.000 0 (BONDED FIBER MATRIX) 027 TEMPORARY COVER SQYD 3.5000 52,850.00 0.000 0 028 TEMPORARY CHECK DAM LF 4.8900 9,926.70 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 169.0000 13,013.00 2.000 338.00 2.000 338 030 TEMPORARY FIBER ROLL LF 3.0000 84,900.00 -2.000 -6.00 0.000 0 031 TEMPORARY GRAVEL BAG BERM LF 7.8000 1,560.00 0.000 0 032 TEMPORARY SILT FENCE LF 2.6000 10,452.00 0.000 0 033 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 52,000.00 0.000 0 034 STREET SWEEPING LS 112,000.0000 112,000.00 0.200 22,400 035 TEMPORARY CONCRETE WASHOUT LS 9,600.0000 9,600.00 0.150 1,440.00 0.350 3,360 036 TEMPORARY CREEK DIVERSION SYSTEMS LS 48,000.0000 48,000.00 0.150 7,200.00 0.350 16,800 037 TREATED WOOD WASTE LB 0.2500 14,200.00 0.000 0 038 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 24,255.00 231.000 808.50 1,734.000 6,069 039 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 0.800 48,000.00 1.000 60,000 040 ROADWAY EXCAVATION CY 37.0000 865,800.00 2,173.868 80,433.12 13,743.578 508,512 041 SHOULDER BACKING TON 145.0000 20,300.00 0.000 0 042 SAND BEDDING CY 800.0000 32,000.00 0.000 0 043 WOOD MULCH CY 109.0000 16,350.00 0.000 0 044 CHECK AND TEST EXISTING IRRIGATION LS 2,500.0000 2,500.00 0.150 375.00 0.350 875 FACILITIES 045 BONDED FIBER MATRIX (SQFT) SQFT 0.1100 19,063.00 0.000 0 046 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 96,840.00 0.000 0 047 COMPOST (CY) CY 56.0000 44,800.00 0.000 0 048 INCORPORATE MATERIALS SQFT 0.0100 178.00 0.000 0 049 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 367,200.00 2,437.330 219,359.70 2,437.330 219,359 PROGRAM CAS145 PAGE 3 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BASE BOND BREAKER SQYD 2.0000 3,440.00 0.000 0 051 HOT MIX ASPHALT (TYPE A) TON 130.0000 1,218,100.00 251.200 32,656.00 251.200 32,656 052 MINOR HOT MIX ASPHALT TON 220.0000 88,000.00 9.060 1,993.20 9.060 1,993 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.5000 6,205.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.5000 3,705.00 0.000 0 055 TACK COAT TON 1,500.0000 34,500.00 0.000 0 056 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 3,920.00 0.000 0 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 86,100.00 1,656.910 4,970.73 1,656.910 4,970 058 JOINTED PLAIN CONCRETE PAVEMENT CY 590.0000 2,041,400.00 0.000 0 059 DRILL AND BOND (DOWEL BAR) EA 25.0000 149,500.00 0.000 0 060 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 061 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 950.0000 950,000.00 397.000 377,150.00 397.000 377,150 062 REPLACE JOINT SEAL (ASPHALT RUBBER) LF 6.2000 163,680.00 0.000 0 063 REMOVE CONCRETE PAVEMENT (CY) CY 110.0000 192,500.00 453.690 49,905.90 1,117.520 122,927 064 GRIND EXISTING CONCRETE SQYD 9.0000 186,300.00 0.000 0 PAVEMENT 065 60" CAST-IN-DRILLED-HOLE CONCRETE LF 7,000.0000 980,000.00 0.000 0 PILE (SIGN FOUNDATION) 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 165,000.00 41.360 124,080.00 41.360 124,080 (F) 067 MINOR CONCRETE (MINOR STRUCTURE) CY 4,400.0000 11,000.00 0.000 0 (F) 068 FURNISH SIGN STRUCTURE (TRUSS) LB 6.5000 699,946.00 0.000 0 (F) 069 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 53,842.00 0.000 0 (F) 070 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 12,000.00 0.000 0 071 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0 072 FURNISH POLYESTER CONCRETE OVERLAY CF 76.0000 1,398,400.00 0.000 0 073 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.4000 445,720.80 0.000 0 (F) 074 15" PLASTIC PIPE LF 550.0000 1,100.00 0.000 0 075 18" PLASTIC PIPE LF 148.0000 103,600.00 58.000 8,584.00 658.000 97,384 076 18" REINFORCED CONCRETE PIPE LF 220.0000 195,800.00 566.000 124,520.00 566.000 124,520 PROGRAM CAS145 PAGE 4 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" REINFORCED CONCRETE PIPE LF 380.0000 91,200.00 122.000 46,360.00 122.000 46,360 078 30" REINFORCED CONCRETE PIPE LF 1,000.0000 120,000.00 0.000 0 079 42" REINFORCED CONCRETE PIPE LF 710.0000 54,670.00 0.000 0 080 18" CORRUGATED STEEL PIPE (.064" THICK) LF 420.0000 2,100.00 67.000 28,140.00 67.000 28,140 081 24" CORRUGATED STEEL PIPE (.064" THICK) LF 600.0000 6,000.00 0.000 0 082 18" SLOTTED PLASTIC PIPE LF 225.0000 281,250.00 0.000 0 083 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 112.0000 15,680.00 0.000 0 (.064" THICK) 084 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 128.0000 11,264.00 0.000 0 (.064" THICK) 085 ANCHOR ASSEMBLY EA 650.0000 10,400.00 0.000 0 086 15" ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0 087 18" ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0 088 24" ALTERNATIVE FLARED END SECTION EA 1,400.0000 2,800.00 1.000 1,400.00 1.000 1,400 089 30" ALTERNATIVE FLARED END SECTION EA 1,250.0000 1,250.00 0.000 0 090 42" ALTERNATIVE FLARED END SECTION EA 3,700.0000 3,700.00 0.000 0 091 ABANDON CULVERT (EA) EA 1,350.0000 6,750.00 0.000 0 092 ABANDON INLET EA 900.0000 4,500.00 0.000 0 093 REMOVE OVERSIDE DRAIN EA 1,800.0000 7,200.00 0.000 0 094 REMOVE CULVERT (LF) LF 65.0000 27,300.00 229.000 14,885.00 229.000 14,885 095 REMOVE INLET EA 1,700.0000 6,800.00 3.000 5,100.00 3.000 5,100 096 REMOVE FLARED END SECTION (EA) EA 825.0000 7,425.00 1.000 825.00 1.000 825 097 CLEANING, INSPECTING, AND PREPARING LF 39.0000 85,410.00 0.000 0 CULVERT (LF) 098 SAND BACKFILL CY 1,100.0000 20,900.00 0.000 0 099 18" CURED-IN-PLACE PIPELINER LF 305.0000 67,100.00 0.000 0 100 24" CURED-IN-PLACE PIPELINER LF 225.0000 207,000.00 0.000 0 101 30" CURED-IN-PLACE PIPELINER LF 375.0000 116,250.00 0.000 0 102 42" CURED-IN-PLACE PIPELINER LF 720.0000 252,000.00 0.000 0 103 60" CURED-IN-PLACE PIPELINER LF 1,080.0000 432,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE (DITCH LINING) CY 700.0000 112,000.00 0.000 0 105 ROCK SLOPE PROTECTION CY 210.0000 5,880.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 106 ROCK SLOPE PROTECTION CY 190.0000 45,600.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 107 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 22.0000 1,232.00 0.000 0 108 DETECTABLE WARNING SURFACE SQFT 50.0000 11,500.00 238.000 11,900.00 238.000 11,900 109 MINOR CONCRETE (CURB, SIDEWALK AND CY 700.0000 77,000.00 114.500 80,150.00 114.500 80,150 CURB RAMP) 110 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 44.0000 21,120.00 533.080 23,455.52 533.080 23,455 111 REMOVE CONCRETE (CURB AND GUTTER) LF 40.0000 9,200.00 266.800 10,672.00 266.800 10,672 112 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 13,500.00 0.000 0 113 MISCELLANEOUS IRON AND STEEL LB 3.6000 46,652.40 0.000 0 (F) 114 MANHOLE FRAME AND COVER EA 850.0000 1,700.00 0.000 0 115 CONCRETE BARRIER DELINETOR (16 INCH) EA 52.0000 156.00 0.000 0 116 DELINEATOR (CLASS 2) EA 41.0000 11,070.00 0.000 0 117 REMOVE ROADSIDE SIGN EA 205.0000 3,690.00 2.000 410 118 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 119 RELOCATE ROADSIDE SIGN EA 550.0000 550.00 0.000 0 120 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 36.0000 117,360.00 0.000 0 121 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 34.0000 12,920.00 0.000 0 122 FURNISH LAMINATED PANEL SIGN SQFT 37.0000 4,440.00 0.000 0 (2 1/2"-TYPE B) 123 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 2,016.00 0.000 0 (0.063"-UNFRAMED) 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 18,870.00 0.000 0 (0.080"-UNFRAMED) 125 ROADSIDE SIGN - ONE POST EA 410.0000 2,050.00 0.000 0 126 ROADSIDE SIGN - TWO POST EA 817.0000 8,987.00 0.000 0 127 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 155.0000 620.00 0.000 0 METHOD) 128 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 41,550.00 0.000 0 129 INSTALL ROADSIDE SIGN EA 3,100.0000 15,500.00 0.000 0 (LAMINATED WOOD BOX POST) 130 FURNISH ROADSIDE SIGN EA 2,300.0000 23,000.00 0.000 0 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 6 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 157,500.00 0.000 0 132 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.0000 209,520.00 0.000 0 133 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 24,000.00 0.000 0 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 910.0000 10,920.00 0.000 0 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 61,200.00 0.000 0 136 ALTERNATIVE CRASH CUSHION EA 36,000.0000 36,000.00 0.000 0 137 REMOVE GUARDRAIL LF 4.0000 15,600.00 0.000 0 138 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.4600 20,148.00 0.000 0 (BROKEN 36-12) 139 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.8300 45,078.00 0.000 0 140 12" RUMBLE STRIP STA 175.0000 2,275.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 141 12" RUMBLE STRIP STA 200.0000 7,800.00 0.000 0 (CONCRETE PAVEMENT) 142 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2700 95,123.00 0.000 0 (RECESSED) 143 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2700 254.00 0.000 0 (RECESSED, BROKEN 6-1) 144 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2700 533.40 0.000 0 (RECESSED, BROKEN 17-7) 145 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7700 3,132.90 0.000 0 (RECESSED) 146 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7700 5,133.00 0.000 0 (RECESSED, BROKEN 12-3) 147 TWO-COMPONENT PAINT CROSSWALK SQFT 18.2300 11,302.60 0.000 0 AND PAVEMENT MARKING (RECESSED) 148 12" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.7800 23,352.00 0.000 0 (RECESSED) 149 REMOVE 6" TRAFFIC STRIPE LF 0.9100 26,481.00 11,754.000 10,696.14 15,270.000 13,895 150 REMOVE 8" TRAFFIC STRIPE LF 1.2500 825.00 0.000 0 151 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,050.0000 5,050.00 0.150 757.50 0.350 1,767 SYSTEM ELEMENTS DURING CONSTRUCTION 152 LOCATING AND MAPPING LS 98,950.0000 98,950.00 0.150 14,842.50 0.350 34,632 UNDERGROUND FACILITIES 153 FIBER OPTIC CABLE SYSTEMS LS 371,572.0000 371,572.00 0.000 0 154 MODIFYING LIGHTING SYSTEMS LS 105,382.0000 105,382.00 0.000 0 155 MODIFYING SIGN ILLUMINATION SYSTEMS LS 54,385.0000 54,385.00 0.000 0 156 MODIFYING TRAFFIC MONITORING STATIONS LS 1,092,393.0000 1,092,393.00 0.000 0 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 RESET ROADSIDE SIGN EA 515.0000 1,030.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H18U4 TIME 12:11 PM ESTIMATE NO. 003 BID OPENING 10/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: RANDY STELHORN DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,795,572.84 3,224,946.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,372.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,795,572.84 3,230,319.24 159 MOBILIZATION LS 2,160,000.0000 2,160,000.00 0.250 540,000.00 0.750 1,620,000 ORIGINAL CONTRACT AMOUNT 21,637,408.00 TOTAL WORK COMPLETED 2,335,572.84 4,850,319.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -6,000.00 -10,000.00 TOTAL 2,329,572.84 4,840,319.24 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 12/07/21 120 05/17/22 03/18/22 11/09/22 42 44 0 0 22% 35% PROGRESS IS SATISFACTORY RANDY STELHORN RESIDENT ENGINEER