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 08/20/21 EST. NO. 012 TIME 05:04 PM R.E. NAME: JOHN YOLTON 02-4E46U4 --------------------------------------------------------------------------- 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 08/20/21 EST. NO. 012 TIME 05:04 PM R.E. NAME: JOHN YOLTON 02-4E46U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 11/20 LETTER -1,000.00 006 RELEASE 11/20 DEDUCT 1,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 LOCATION PROGRESS ESTIMATE 02-LAS-36-6.0/14.6 ----------------- HAT CREEK CONSTRUCTION & IN LASSEN COUNTY NEAR WESTWOOD FROM MATERIALS, INC. 1.3 MILES WEST OF GOODRICH CREEK 24339 STATE HIGHWAY 89 N.; BRIDGE TO 1.0 MILE WEST OF WILLARD BURNEY CA 96013 CREEK ROAD FED. AID NO. ACST-S036(115)E REHABILITATE ROADWAY AND REPLACE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.040 400.00 0.530 5,300 003 TIME-RELATED OVERHEAD (LS) LS 450,000.0000 450,000.00 0.040 18,000.00 0.530 238,500 004 DEVELOP WATER SUPPLY LS 55,000.0000 55,000.00 0.040 2,200.00 0.530 29,150 005 CONSTRUCTION AREA SIGNS LS 17,250.0000 17,250.00 0.040 690.00 0.530 9,142 006 TRAFFIC CONTROL SYSTEM LS 2,015,000.0000 2,015,000.00 0.040 80,600.00 0.530 1,067,950 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 2,240.00 503.000 4,024 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 5,950.00 149,627.000 37,406 009 PLASTIC TRAFFIC DRUMS EA 21.5000 29,025.00 55.000 1,182 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 61,776.0000 61,776.00 0.040 2,471.04 0.530 32,741 SYSTEMS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 51,480.0000 51,480.00 0.040 2,059.20 0.530 27,284 012 TEMPORARY FLASHING BEACON LS 6,000.0000 6,000.00 0.040 240.00 0.530 3,180 013 TEMPORARY RAILING (TYPE K) LF 32.0000 151,040.00 2,540.000 81,280 014 ALTERNATIVE TEMPORARY CRASH EA 3,103.0000 43,442.00 10.000 31,030 CUSHION 015 JOB SITE MANAGEMENT LS 65,000.0000 65,000.00 0.040 2,600.00 0.530 34,450 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,250.0000 1,250.00 1.000 1,250 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 16,000.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 20,500.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 1,000.0000 8,000.00 1.000 1,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.5800 43,848.00 53,240.000 30,879 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 1.0000 75,600.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 3.5500 37,275.00 998.000 3,542 024 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 3,900.00 11.000 1,650 025 TEMPORARY FIBER ROLL LF 2.4100 253,050.00 1,100.000 2,651 026 TEMPORARY SILT FENCE LF 1.9700 65,207.00 11,755.000 23,157 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 25,000.00 0.000 0 028 STREET SWEEPING LS 150,000.0000 150,000.00 0.040 6,000.00 0.530 79,500 029 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.700 10,500 030 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 36,000.00 40.000 18,000 031 WATER QUALITY MONITORING REPORT EA 50.0000 4,000.00 4.000 200 032 WATER QUALITY ANNUAL REPORT EA 1,000.0000 3,000.00 0.000 0 033 TEMPORARY CREEK DIVERSION SYSTEMS LS 45,000.0000 45,000.00 1.000 45,000 034 TREATED WOOD WASTE LB 0.1200 3,600.00 6,930.000 831 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 16,000.0000 16,000.00 0.750 12,000 036 INVASIVE SPECIES CONTROL LS 5,500.0000 5,500.00 1.000 5,500 037 BIRD EXCLUSION DEVICES LS 5,000.0000 5,000.00 1.000 5,000 038 TEMPORARY HIGH-VISIBILITY FENCE LF 2.0000 7,120.00 6,534.000 13,068 039 CLEARING AND GRUBBING (LS) LS 202,500.0000 202,500.00 0.100 20,250.00 1.000 202,500 040 ROADWAY EXCAVATION CY 19.5000 5,557,500.00 18,094.000 352,833.00 268,182.300 5,229,554 041 SHOULDER BACKING TON 27.0000 380,700.00 4,644.980 125,414 042 STRUCTURE EXCAVATION (TYPE D) CY 300.0000 80,100.00 267.000 80,100 (F) 043 STRUCTURE BACKFILL (BRIDGE) CY 310.0000 39,680.00 128.000 39,680 (F) 044 DITCH EXCAVATION CY 13.5000 18,495.00 1,361.000 18,373 045 PLANT TUBE EA 300.0000 29,700.00 87.000 26,100 046 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 8,000.00 2.000 2,000 047 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 442,500.00 1,839,070.000 275,860 048 COMPOST (CY) CY 47.7500 224,425.00 3,976.000 189,854 049 INCORPORATE MATERIALS SQFT 0.0600 9,300.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 28.5000 2,089,050.00 11,384.600 324,461.10 42,657.990 1,215,752 051 HOT MIX ASPHALT (TYPE A) TON 82.0000 5,649,800.00 34,064.110 2,793,257 052 DATA CORE LS 2,500.0000 2,500.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.7000 10,530.00 0.000 0 054 TACK COAT TON 1,800.0000 66,600.00 27.560 49,608 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 22,400.00 800.000 11,200 056 FURNISH STEEL PILING (HP 14 X 117) LF 60.0000 88,140.00 1,469.000 88,140 057 DRIVE STEEL PILE (HP 14 X 117) EA 4,500.0000 126,000.00 28.000 126,000 058 PRESTRESSING (TRANSVERSE TIE RODS) LB 20.0000 34,160.00 1,708.000 34,160 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 33,000.00 44.000 33,000 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 298,800.00 157.700 283,860 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 1,700.0000 98,600.00 58.000 98,600 (F) (POLYMER FIBER) 062 STRUCTURAL CONCRETE, BOX CULVERT CY 1,985.0000 531,980.00 0.000 0 (F) 063 STRUCTURAL CONCRETE, HEADWALL CY 1,120.0000 154,560.00 141.220 158,166 (F) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,585.0000 168,025.00 28.920 74,758.20 57.500 148,637 (F) 065 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,700.0000 35,400.00 1.950 34,515 SLAB (TYPE SI) MODIFIED 066 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,700.0000 212,400.00 12.000 212,400 SLAB (TYPE SIV) MODIFIED 067 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 9,600.0000 134,400.00 14.000 134,400 UNIT 068 JOINT SEAL (MR 1/2") LF 40.0000 3,520.00 0.000 0 069 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 27,438.00 13,719.000 27,438 (F) 070 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 3,808.00 200.000 400 (F) 071 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 111,678.00 0.000 0 (F) 072 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 111,942.00 55,971.000 111,942 (F) (BRIDGE) 073 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 3,080.00 0.000 0 074 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 15,120.00 0.000 0 075 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.6500 23,562.00 0.000 0 (F) 076 BRIDGE REMOVAL LS 65,000.0000 65,000.00 1.000 65,000 PROGRAM CAS145 PAGE 4 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 140.0000 21,000.00 124.400 17,416 078 24" ALTERNATIVE PIPE CULVERT LF 220.0000 396,000.00 80.000 17,600.00 1,881.800 413,996 079 30" ALTERNATIVE PIPE CULVERT LF 235.0000 599,250.00 596.000 140,060.00 2,053.700 482,619 080 36" ALTERNATIVE PIPE CULVERT LF 240.0000 79,200.00 323.000 77,520.00 323.000 77,520 081 42" ALTERNATIVE PIPE CULVERT LF 200.0000 64,000.00 85.000 17,000.00 401.000 80,200 082 48" ALTERNATIVE PIPE CULVERT LF 235.0000 86,950.00 864.000 203,040 083 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 32,800.00 164.030 32,806 (F) 084 42" X 29" ALTERNATIVE PIPE ARCH CULVERT LF 265.0000 129,850.00 519.800 137,747 085 49" X 33" ALTERNATIVE PIPE ARCH CULVERT LF 550.0000 11,000.00 20.000 11,000 086 57" X 38" ALTERNATIVE PIPE ARCH LF 375.0000 52,500.00 61.000 22,875.00 105.000 39,375 CULVERT 087 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 4,650.00 0.000 0 (.109" THICK) 088 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 35,000.00 60.000 7,500.00 60.000 7,500 (.109" THICK) 089 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 7,350.00 0.000 0 (.109" THICK) 090 42" CORRUGATED STEEL PIPE DOWNDRAIN LF 295.0000 7,375.00 0.000 0 (.109" THICK) 091 24" ANCHOR ASSEMBLY EA 215.0000 860.00 0.000 0 092 30" ANCHOR ASSEMBLY EA 225.0000 9,000.00 3.000 675.00 3.000 675 093 36" ANCHOR ASSEMBLY EA 350.0000 2,100.00 0.000 0 094 42" ANCHOR ASSEMBLY EA 375.0000 2,250.00 0.000 0 095 18" ALTERNATIVE FLARED END SECTION EA 500.0000 4,000.00 4.000 2,000 096 24" ALTERNATIVE FLARED END SECTION EA 900.0000 37,800.00 1.000 900.00 48.000 43,200 097 30" ALTERNATIVE FLARED END SECTION EA 1,100.0000 36,300.00 3.000 3,300.00 19.000 20,900 098 36" ALTERNATIVE FLARED END SECTION EA 1,200.0000 10,800.00 4.000 4,800.00 4.000 4,800 099 42" ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 0.000 0 100 48" ALTERNATIVE FLARED END SECTION EA 2,300.0000 13,800.00 0.000 0 101 57" X 38" ALTERNATIVE FLARED END PIPE EA 4,400.0000 4,400.00 0.000 0 ARCH SECTION 102 REMOVE CULVERT (LF) LF 5.0000 24,400.00 1,292.200 6,461.00 4,035.900 20,179 103 REMOVE DOWNDRAIN (EA) EA 875.0000 8,750.00 6.000 5,250.00 6.000 5,250 PROGRAM CAS145 PAGE 5 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE INLET EA 875.0000 21,000.00 5.000 4,375.00 18.000 15,750 105 REMOVE HEADWALL EA 1,250.0000 43,750.00 35.000 43,750 106 REMOVE FLARED END SECTION (EA) EA 20.0000 960.00 5.000 100.00 42.000 840 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 REMOVE BOX CULVERT EA 39,000.0000 39,000.00 0.000 0 110 SMALL-ROCK SLOPE PROTECTION CY 75.0000 60,750.00 290.200 21,765 (F) 111 CONCRETE (CONCRETE APRON) CY 850.0000 37,400.00 22.790 19,371 112 ROCK SLOPE PROTECTION CY 85.0000 91,800.00 1,077.800 91,613 (1T, CLASS VIII, METHOD A) 113 ROCK SLOPE PROTECTION CY 85.0000 168,300.00 1,980.000 168,300 (1/2 T, CLASS VII, METHOD A) (CY) 114 ROCK SLOPE PROTECTION (1/4 T, CY 85.0000 221,000.00 2,591.900 220,311 CLASS V, METHOD A) 115 ROCK SLOPE PROTECTION CY 85.0000 94,350.00 266.800 22,678 (300 LB, CLASS IV, METHOD B) (CY) 116 ROCK SLOPE PROTECTION CY 85.0000 129,200.00 1,087.840 92,466 (150 LB, CLASS III, METHOD B) (CY) 117 ROCK SLOPE PROTECTION CY 100.0000 104,000.00 621.700 62,170 (60 LB, CLASS II, METHOD B) (CY) 118 ROCK SLOPE PROTECTION CY 100.0000 15,000.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 119 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.2500 17,500.00 569.800 712.25 15,940.400 19,925 120 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 15,000.00 8.210 8,210 121 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 24,000.00 3.500 3,500 CONSTRUCTION) 122 MISCELLANEOUS IRON AND STEEL LB 2.0000 30,432.00 6,340.000 12,680 (F) 123 PREPARE AND STAIN CONCRETE SQFT 26.0000 10,452.00 496.920 12,919 124 OBLITERATE SURFACING SQYD 1.3000 40,170.00 11,172.000 14,523.60 30,900.000 40,170 125 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 27.0000 164,700.00 4,443.000 119,961 126 CHAIN LINK FENCE (TYPE CL-6, LF 75.0000 15,000.00 0.000 0 EXTENSION ARM) 127 4' CHAIN LINK GATE (TYPE CL-6, EA 800.0000 3,200.00 0.000 0 EXTENSION ARM) 128 REMOVE FENCE (TYPE BW) LF 13.0000 77,740.00 6,360.000 82,680 129 REMOVE DELINEATOR EA 10.0000 3,800.00 380.000 3,800 130 DELINEATOR (CLASS 2) EA 45.0000 24,300.00 532.000 23,940 PROGRAM CAS145 PAGE 6 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MILEPOST MARKER EA 45.0000 1,530.00 20.000 900 132 MARKER (CULVERT) EA 45.0000 8,100.00 180.000 8,100 133 TREATMENT BEST MANAGEMENT EA 55.0000 1,430.00 0.000 0 PRACTICE MARKER 134 OBJECT MARKER (TYPE L-1) EA 45.0000 2,205.00 28.000 1,260 135 REMOVE MARKER EA 10.0000 2,200.00 88.000 880 136 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 5,200.00 27.000 2,700 137 REMOVE ROADSIDE SIGN (STEEL POST) EA 250.0000 3,250.00 2.000 500 138 RESET ROADSIDE SIGN (METAL POST) EA 300.0000 600.00 0.000 0 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 180.00 0.000 0 (0.063"-FRAMED FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 705.00 38.000 570 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 2,875.00 229.700 2,871 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 142 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,250.00 244.700 1,223 143 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 300.0000 1,800.00 6.000 1,800 144 ROADSIDE SIGN - ONE POST EA 350.0000 12,250.00 24.000 8,400 145 ROADSIDE SIGN - TWO POST EA 700.0000 1,400.00 0.000 0 146 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.0000 48,000.00 400.000 9,600 147 VEGETATION CONTROL (MINOR CONCRETE) SQYD 28.5000 45,030.00 0.000 0 148 CABLE RAILING LF 55.0000 6,930.00 0.000 0 (F) 149 TRANSITION RAILING (TYPE WB-31) EA 3,400.0000 13,600.00 4.000 13,600 150 END CAP (TYPE TC) EA 100.0000 400.00 4.000 400 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 0.000 0 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 19,200.00 4.000 12,800 153 CALIFORNIA ST-70SM BRIDGE RAIL LF 700.0000 136,500.00 195.000 136,500 (F) 154 REMOVE GUARDRAIL LF 2.0000 4,040.00 325.000 650 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 2,223.00 0.000 0 (RECESSED, BROKEN 12-3) 156 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 22,420.00 0.000 0 (RECESSED, BROKEN 36-12) PROGRAM CAS145 PAGE 7 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.4700 484,120.00 0.000 0 (RECESSED) 158 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6000 5,544.00 0.000 0 (RECESSED) 159 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 2,700.00 0.000 0 (RECESSED) 160 REMOVE TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 550.00 172.000 172 161 12" RUMBLE STRIP STA 55.0000 1,485.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 162 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,644.0000 5,644.00 0.600 3,386 SYSTEM ELEMENTS DURING CONSTRUCTION 163 ELECTRICAL SERVICE LS 600,495.0000 600,495.00 0.619 371,706 164 PORTABLE TRAFFIC SIGNAL SYSTEM LS 32,175.0000 32,175.00 0.040 1,287.00 0.530 17,052 165 MODIFYING EXISTING ELECTRICAL LS 1,473,415.0000 1,473,415.00 0.118 173,862 SERVICE 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 30" CURED-IN-PLACE PIPELINER LF 460.0000 59,800.00 130.000 59,800 168 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/20/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E46U4 TIME 05:04 PM ESTIMATE NO. 012 BID OPENING 04/15/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 08/20/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,212,501.39 17,189,026.53 ADJUSTMENT OF COMPENSATION 0.00 691,926.15 EXTRA WORK 0.00 1,116,949.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,212,501.39 18,997,902.47 169 MOBILIZATION LS 2,676,158.0000 2,676,158.00 1.000 2,676,158 ORIGINAL CONTRACT AMOUNT 29,755,389.00 TOTAL WORK COMPLETED 1,212,501.39 21,674,060.47 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,212,501.39 21,674,060.47 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 06/03/20 240 06/08/20 06/08/20 01/25/22 130 172 -4 0 68% 55% PROGRESS IS SATISFACTORY JOHN YOLTON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/20/21