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 07/24/23 EST. NO. 035 TIME 07:53 PM R.E. NAME: TRISTAN GEBHART 05-0N73U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0006 62,804.21 E.W. @ F.A.(+) 030321 N 0006 0 0009 3,162.26 022721 N 0009 0 0012 42,969.78 030621 N 0012 0 0013 37,277.75 030721 N 0013 0 0017 17,716.81 032421 N 0017 0 0018 10,181.02 032321 N 0018 0 0020 1,649.73 031921 N 0020 0 0021 3,642.12 032221 N 0021 0 0022 16,192.22 033121 N 0022 0 0025 3,657.17 040621 N 0025 0 0026 1,930.87 040521 N 0026 0 0027 15,366.40 040721 N 0027 0 0028 2,458.29 040721 N 0028 0 0030 5,934.31 041521 N 0030 0 0031 21,139.15 032921 N 0031 0 0034 9,167.53 042021 N 0034 0 0035 36,221.06 041121 N 0035 0 0036 9,237.87 010921 N 0036 0 030 0017 5,279.12 E.W. @ L.S.(+) 071823 N 0017 0 034 0030 1,251.59 E.W. @ F.A.(+) 122122 N 0030 0 054 0031 913.14 E.W. @ F.A.(+) 040522 N 0031 0 0032 1,383.33 040722 N 0032 0 0034 956.41 050922 N 0034 0 0036 950.83 051122 N 0036 0 0037 822.56 051222 N 0037 0 0038 833.92 051322 N 0038 0 0039 962.20 051622 N 0039 0 0040 966.59 051822 N 0040 0 0041 942.19 051923 N 0041 0 0042 694.94 052022 N 0042 0 0048 823.21 060122 N 0048 0 0049 823.21 060222 N 0049 0 0050 823.21 060322 N 0050 0 0051 823.21 060622 N 0051 0 0054 781.24 062022 N 0054 0 0055 781.24 062122 N 0055 0 0056 1,044.75 062222 N 0056 0 0058 781.24 062422 N 0058 0 064 0002 32,802.63 E.W. @ U.P (+) 071923 N 0002 0 356,149.31 TOTAL THIS ESTIMATE 4,087,384.64 TOTAL PREVIOUS ESTIMATE 4,443,533.95 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 07/24/23 EST. NO. 035 TIME 07:53 PM R.E. NAME: TRISTAN GEBHART 05-0N73U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVEY RESTAKING -3,372.00 005 SURVEY RESTAKING -1,686.00 006 LATE CLOSURE RE-OPEN -10,337.00 010 LATE CLOSURE RE-OPEN -10,569.00 011 CRCP CV DEDUCTION -1,985.90 013 SURVEY RESTAKING -2,478.00 013 SWPPP PER WITHHOLD -249,276.11 013 SURVEY RESTAKING -826.00 016 SWPPP PERF RELEASE 249,276.11 016 SURVEY STAKING -2,684.50 019 SWPPP PERF WITHHOLD -10,000.00 019 SWPPP PERF WITHHOLD 10,000.00 021 SURVEY RESTAKING -2,065.00 027 SURVEY RESTAKING -826.00 028 LATE CLOSURE RE-OPEN -4,227.00 030 LATE CLOSURE RE-OPEN -4,543.00 031 TRAFFIC BREAK DEDUCT -172.50 032 0.00 -45,771.90 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 003 MISS PAYROLLS -10,000.00 004 MISS PAYROLLS -10,000.00 005 RECD PAYROLLS #04 10,000.00 006 MISS PAYROLLS -8,000.00 007 RECD PAYROLLS #04 10,000.00 008 MISS PAYROLLS -10,000.00 009 MISS PAYROLLS -10,000.00 010 RECD PAYROLLS #5 & 7 18,000.00 011 MISS PAYROLLS -2,000.00 012 MISS PAYROLLS -6,000.00 013 RECD PAYROLLS 2,000.00 013 MISS PAYROLLS -10,000.00 015 RECD PYRL #3,#10,#11 18,000.00 017 MISS PAYROLLS -2,000.00 018 RECD PAYROLLS 18,000.00 018 MISS PAYROLLS -4,000.00 019 RECD PAYROLLS #18 2,000.00 019 MISS PAYROLLS -6,000.00 020 RECD PAYROLLS #20 6,000.00 022 MISS PAYROLLS -10,000.00 023 MISS PAYROLLS -8,000.00 024 RECD PAYROLLS #19 4,000.00 024 MISS PYRLS -10,000.00 026 MISS PAYROLLS -8,000.00 027 MISS PAYROLLS -10,000.00 028 RECD PAYROLLS 13 6,000.00 028 MISS PAYROLLS -10,000.00 029 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/24/23 EST. NO. 035 TIME 07:53 PM R.E. NAME: TRISTAN GEBHART 05-0N73U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PAYROLLS -8,000.00 030 MISS PAYROLLS -10,000.00 031 RECD PAYROLLS #23 10,000.00 031 MISS PAYROLLS -1,000.00 033 RECD PAYROLLS 58,000.00 033 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -46,771.90 PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 05-SB-101-7.3/9.6 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY, IN AND PO BOX 742478 NEAR SUMMERLAND FROM 0.2 MILES LOS ANGELES CA 90074-2478 NORTH OF PADARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE. FED. AID NO. N O N E CONSTRUCT HOV LANES AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,400.0000 3,400.00 1.000 3,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,000.0000 16,000.00 0.750 12,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,500.0000 6,602,500.00 21.000 199,500.00 639.000 6,070,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 2.000 12,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 12,000.00 63.000 12,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.554 38,780 007 TRAFFIC CONTROL SYSTEM LS 3,275,000.0000 3,275,000.00 0.030 98,250.00 0.919 3,009,725 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 150,700.00 279,034.800 153,469 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,950.00 266.000 9,310 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 215.0000 149,425.00 2.000 430.00 89.000 19,135 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 5.0000 22,500.00 4,276.000 21,380 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 375,000.0000 375,000.00 0.030 11,250.00 0.919 344,625 013 TEMPORARY AUTOMATED END OF QUEUE EA 930.0000 46,500.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 014 END OF QUEUE MONITORING AND EA 950.0000 47,500.00 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 015 TEMPORARY RAILING (TYPE K) LF 21.0000 2,150,400.00 103,332.500 2,169,982 016 TEMPORARY CRASH CUSHION MODULE EA 470.0000 13,160.00 28.000 13,160 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 185,500.00 49.000 171,500 SYSTEM 018 TEMPORARY RADAR SPEED FEEDBACK EA 4,000.0000 32,000.00 8.000 32,000 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 145,000.0000 145,000.00 0.030 4,350.00 0.919 133,255 020 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 20,000.00 24.000 12,000 PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 9,000.00 19.000 7,125 023 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 024 MOVE-IN/MOVE-OUT EA 180.0000 2,880.00 12.000 2,160 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.6100 94,184.00 124,420.000 75,896 (BONDED FIBER MATRIX) 026 TEMPORARY CHECK DAM LF 5.5000 2,365.00 664.700 3,655 027 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 27,000.00 1.000 150.00 143.000 21,450 028 TEMPORARY FIBER ROLL LF 3.0500 181,170.00 4,505.750 13,742 029 TEMPORARY GRAVEL BAG BERM LF 5.2500 33,600.00 459.850 2,414 030 TEMPORARY LARGE SEDIMENT BARRIER LF 15.5000 11,625.00 170.000 2,635 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 80,000.00 14.000 70,000 032 STREET SWEEPING LS 1,000,000.0000 1,000,000.00 0.030 30,000.00 0.919 919,000 033 TEMPORARY CONCRETE WASHOUT LS 115,000.0000 115,000.00 0.971 111,665 034 TREATED WOOD WASTE LB 0.1500 53,655.00 364,448.540 54,667 035 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,250.0000 731,250.00 22.500 28,125.00 446.795 558,493 036 NATURAL RESOURCE PROTECTION PLAN LS 44,000.0000 44,000.00 1.000 44,000 037 BIRD EXCLUSION DEVICES LS 740,000.0000 740,000.00 0.001 740.00 0.807 597,180 038 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 15,300.00 4,295.000 19,327 039 CLEARING AND GRUBBING (LS) LS 415,000.0000 415,000.00 1.000 415,000 040 ROADWAY EXCAVATION CY 62.0000 4,960,000.00 79,260.800 4,914,169 041 ROADWAY EXCAVATION (TYPE R-1) CY 60.0000 660,000.00 11,000.000 660,000 (AERIALLY DEPOSITED LEAD) 042 STRUCTURE EXCAVATION (BRIDGE) CY 585.0000 992,745.00 1,697.000 992,745 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 200.0000 1,237,400.00 6,102.000 1,220,400 (F) 044 STRUCTURE EXCAVATION (SOUND WALL) CY 300.0000 86,700.00 254.400 76,320 (F) 045 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 130.0000 31,720.00 178.000 23,140 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 135.0000 187,245.00 1,387.000 187,245 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 85.0000 484,160.00 5,696.000 484,160 (F) 048 STRUCTURE BACKFILL (SOUND WALL) CY 430.0000 73,100.00 148.500 63,855 (F) PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 690.0000 43,470.00 38.000 26,220 (F) 050 PERVIOUS BACKFILL MATERIAL (RETAINING CY 200.0000 35,400.00 177.000 35,400 (F) WALL) 051 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 315.0000 50,400.00 122.000 38,430 (F) 052 LEAN CONCRETE BACKFILL CY 280.0000 18,760.00 53.000 14,840 (F) 053 DITCH EXCAVATION CY 130.0000 7,540.00 25.800 3,354 054 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.3000 285,200.00 123,775.850 284,684 CLASS A1 055 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.7000 334,800.00 123,775.850 334,194 056 ROADSIDE CLEARING LS 375,000.0000 375,000.00 1.000 375,000 057 ROCK BLANKET SQFT 30.0000 732,000.00 23,402.455 702,073 058 2" SUPPLY LINE (BRIDGE) LF 62.0000 31,992.00 516.000 31,992 (F) 059 3" SUPPLY LINE (BRIDGE) LF 75.0000 38,700.00 516.000 38,700 (F) 060 2" PLASTIC PIPE (CLASS 315) LF 35.0000 53,550.00 136.000 4,760.00 2,044.000 71,540 (F) (SUPPLY LINE) 061 3" PLASTIC PIPE (CLASS 315) LF 35.0000 53,550.00 68.000 2,380.00 870.000 30,450 (F) (SUPPLY LINE) 062 2" SPRINKLER CONTROL CONDUIT LF 25.0000 38,250.00 68.000 1,700.00 883.400 22,085 063 12" CORRUGATED HIGH DENSITY LF 300.0000 459,000.00 68.000 20,400.00 1,224.500 367,350 POLYETHYLENE PIPE CONDUIT 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 180.0000 1,440.00 5.000 900 065 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 31,640.00 270,377.290 18,926 066 FIBER ROLLS LF 3.0500 63,135.00 12,045.500 36,738 067 HYDROSEED SQFT 0.1100 49,720.00 159,357.000 17,529 068 COMPOST (CY) CY 37.5000 101,250.00 921.000 34,537 069 CLASS 1 AGGREGATE SUBBASE CY 95.0000 1,700,500.00 19,792.322 1,880,270 070 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 992,250.00 43.060 4,521.30 5,418.000 568,890 071 HOT MIX ASPHALT (TYPE A) TON 125.0000 4,775,000.00 34,134.010 4,266,751 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 20.0000 1,600.00 22.000 440 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 20.0000 3,000.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 8,600.00 421.600 8,432 075 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 300,000.00 163,926.810 163,926 PROGRAM CAS145 PAGE 4 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 172,800.00 12,805.000 115,245 077 REMOVE BASE AND SURFACING CY 90.0000 53,100.00 139.500 12,555 078 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 16,650,000.00 36,557.588 16,450,914 PAVEMENT 079 CRCP NEXT GEN GRINDING SQYD 15.0000 1,516,500.00 0.000 0 080 TEMPORARY SHORING LS 950,000.0000 950,000.00 1.000 950,000 081 STEEL SOLDIER PILE (W 10X60) LF 60.0000 78,600.00 1,301.000 78,060 082 STEEL SOLDIER PILE (W 14 X 48) LF 60.0000 40,800.00 680.000 40,800 083 24" DRILLED HOLE LF 70.0000 142,100.00 1,553.000 108,710 084 FURNISH STEEL PILING (HP 10 X 57) LF 35.0000 122,500.00 3,488.000 122,080 085 DRIVE STEEL PILE (HP 10 X 57) EA 3,000.0000 330,000.00 108.000 324,000 086 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 301,250.00 2,410.000 301,250 087 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 260.0000 2,445,300.00 9,405.000 2,445,300 088 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 165.0000 108,900.00 476.000 78,540 089 FURNISH PILING (CLASS 200) LF 80.0000 116,000.00 1,433.000 114,640 (ALTERNATIVE W), PP 18X0.625 090 DRIVE PILE (CLASS 200) EA 3,200.0000 89,600.00 28.000 89,600 (ALTERNATIVE W), PP 18X0.625 091 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,700.0000 280,500.00 165.000 280,500 PILE (SIGN FOUNDATION) 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 160,000.0000 160,000.00 1.000 160,000 093 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 294,750.00 393.000 294,750 (F) 094 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 1,164,000.00 582.000 1,164,000 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 2,050.0000 2,293,950.00 1,119.000 2,293,950 (F) (POLYMER FIBER) 096 STRUCTURAL CONCRETE, WALL CY 40,000.0000 24,000.00 0.600 24,000 (F) 097 STRUCTURAL CONCRETE, RETAINING WALL CY 1,200.0000 3,122,400.00 2,462.200 2,954,640 (F) 098 STRUCTURAL CONCRETE, SOUND WALL CY 1,450.0000 95,700.00 48.500 70,325 (F) 099 ARCHITECTURAL WALL LF 825.0000 354,750.00 430.000 354,750 100 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,050.0000 225,750.00 272.700 286,335 (F) 101 STRUCTURAL CONCRETE, BARRIER SLAB (MOD) CY 750.0000 899,250.00 1,199.000 899,250 (F) 102 AGGREGATE BASE (APPROACH SLAB) CY 525.0000 13,125.00 23.300 12,232 PROGRAM CAS145 PAGE 5 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,450.0000 517,650.00 357.000 517,650 (F) (TYPE N) 104 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,300.0000 338,000.00 260.000 338,000 (TYPE R) 105 STRUCTURAL CONCRETE, HEADWALL CY 4,000.0000 13,600.00 3.400 13,600 (F) 106 STRUCTURAL CONCRETE (WINGWALL) CY 2,250.0000 23,625.00 0.000 0 (F) 107 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 1,239,000.00 5.380 18,830.00 337.770 1,182,195 (F) 108 PAVING NOTCH EXTENSION CF 225.0000 31,500.00 140.000 31,500 109 DIAPHRAGM BOLSTER EA 6,250.0000 75,000.00 12.000 75,000 110 ARCHITECTURAL TREATMENT SQFT 15.0000 273,885.00 0.000 0 (F) 111 CONCRETE SURFACE TEXTURE SQFT 30.0000 246,900.00 7,824.270 234,728 (F) (EXISTING RETAINING WALL) 112 CONCRETE SURFACE TEXTURE (BRIDGE) SQFT 18.0000 133,344.00 6,667.200 120,009 (F) 113 CONCRETE SURFACE TEXTURE SQFT 52.0000 18,200.00 332.500 17,290 (F) (EXTERIOR GIRDER) 114 CONCRETE SURFACE TEXTURE SQFT 35.0000 55,195.00 1,111.000 38,885 (F) (RW 102 AND RW 121) 115 DRILL AND BOND DOWEL LF 100.0000 900.00 9.000 900 116 DRILL AND BOND DOWEL LF 55.0000 76,450.00 1,475.000 81,125 (CHEMICAL ADHESIVE)(LF) 117 JOINT SEAL (MR 1/2") LF 130.0000 29,900.00 0.000 0 118 JOINT SEAL (MR 1") LF 150.0000 33,000.00 0.000 0 119 BAR REINFORCING STEEL LB 23.0000 3,795.00 0.000 0 (F) 120 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 472,185.00 340,097.000 476,135 (F) 121 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 1,111,839.00 726,161.000 1,089,241 (F) 122 BAR REINFORCING STEEL (EPOXY COATED) LB 3.5000 21,987.00 6,282.000 21,987 (F) (BRIDGE) 123 BAR REINFORCING STEEL (WINGWALL) LB 4.0000 4,560.00 0.000 0 (F) 124 HEADED BAR REINFORCEMENT EA 11.0000 9,416.00 856.000 9,416 (F) 125 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 627,750.00 125,550.000 627,750 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 40,176.00 125,550.000 40,176 (F) 127 POST SLEEVE EA 3,300.0000 26,400.00 11.000 36,300 128 TIMBER LAGGING MFBM 6,600.0000 118,800.00 13.100 86,460 (F) 129 SOUND WALL (MASONRY BLOCK) SQFT 48.0000 1,155,360.00 719.715 34,546.32 23,990.500 1,151,544 (F) PROGRAM CAS145 PAGE 6 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 SOUND WALL (CLEAR PANEL) SQFT 130.0000 379,600.00 2,920.000 379,600 131 CLEAN AND PAINT STEEL SOLDIER PILING LS 40,000.0000 40,000.00 1.000 40,000 132 REPAIR SPALLED SURFACE AREA SQFT 4,000.0000 4,000.00 0.000 0 133 REMOVE RETAINING WALL (LF) LF 170.0000 62,900.00 366.000 62,220 134 BRIDGE REMOVAL LS 110,000.0000 110,000.00 1.000 110,000 135 BRIDGE REMOVAL (PORTION) LS 210,000.0000 210,000.00 1.000 210,000 136 COMPOSITE COLUMN CASING (FRP) SQFT 58.0000 310,416.00 5,352.000 310,416 (F) 137 18" ALTERNATIVE PIPE CULVERT LF 260.0000 1,170,000.00 4,234.700 1,101,022 138 24" ALTERNATIVE PIPE CULVERT LF 325.0000 945,750.00 2,876.500 934,862 139 30" ALTERNATIVE PIPE CULVERT LF 375.0000 120,000.00 321.500 120,562 140 CONCRETE BACKFILL (PIPE TRENCH) CY 375.0000 33,750.00 75.610 28,353 (F) 141 18" REINFORCED CONCRETE PIPE LF 1,350.0000 21,600.00 21.000 28,350 142 24" REINFORCED CONCRETE PIPE LF 410.0000 90,200.00 116.800 47,888 143 72" CORRUGATED STEEL PIPE (.138" THICK) LF 8,500.0000 25,500.00 0.000 0 144 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 310.0000 12,400.00 36.900 11,439 (.079" THICK) 145 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 10,000.00 31.000 7,750 (.079" THICK) 146 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.0000 38,500.00 110.000 38,500 (.079" THICK) 147 12" ANCHOR ASSEMBLY EA 1,450.0000 1,450.00 1.000 1,450 148 18" ANCHOR ASSEMBLY EA 2,700.0000 2,700.00 1.000 2,700 149 24" ANCHOR ASSEMBLY EA 2,700.0000 2,700.00 1.000 2,700 150 DRAINAGE INLET MARKER EA 800.0000 7,200.00 0.000 0 151 18" CORRUGATED STEEL PIPE ENERGY EA 2,550.0000 2,550.00 1.000 2,550 DISSIPATOR (.064" THICK) 152 GRATED LINE DRAIN LF 405.0000 109,350.00 0.000 0 153 18" ALTERNATIVE FLARED END SECTION EA 3,200.0000 3,200.00 2.000 6,400 154 24" ALTERNATIVE FLARED END SECTION EA 4,000.0000 4,000.00 1.000 4,000 155 36" PRECAST CONCRETE PIPE INLET LF 1,750.0000 21,875.00 12.500 21,875 156 ABANDON CULVERT (LF) LF 37.0000 41,810.00 787.000 29,119 PROGRAM CAS145 PAGE 7 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 REMOVE CULVERT (LF) LF 75.0000 125,250.00 1,705.500 127,912 158 REMOVE DOWNDRAIN (EA) EA 1,500.0000 6,000.00 1.000 1,500 159 REMOVE INLET EA 2,500.0000 77,500.00 34.000 85,000 160 REMOVE HEADWALL EA 5,550.0000 11,100.00 2.000 11,100 161 RECONSTRUCT INLET EA 6,700.0000 6,700.00 0.000 0 162 ADJUST INLET EA 4,250.0000 25,500.00 2.000 8,500 163 MODIFY MANHOLE EA 11,350.0000 11,350.00 1.000 11,350 164 REMOVE CONCRETE (CHANNEL) CY 650.0000 15,600.00 17.500 11,375 165 CAP INLET EA 5,350.0000 10,700.00 1.000 5,350 166 CULVERT SLURRY-CEMENT BACKFILL CY 675.0000 189,000.00 293.000 197,775 167 SAND BACKFILL CY 305.0000 36,600.00 0.000 0 168 HDPE PLASTIC PIPELINER (54" OD SDR 21) LF 2,000.0000 560,000.00 0.000 0 169 SMALL-ROCK SLOPE PROTECTION CY 1,600.0000 1,120.00 0.700 1,120 170 CONCRETE (DITCH LINING) CY 1,500.0000 81,000.00 2.100 3,150.00 46.050 69,075 171 SLOPE PAVING (CONCRETE) CY 2,900.0000 507,500.00 85.400 247,660.00 175.000 507,500 172 SANDBLASTED TREATMENT (SLOPE PAVING) SQFT 28.0000 80,080.00 32.000 896 173 ROCK SLOPE PROTECTION CY 290.0000 113,100.00 291.500 84,535 (1/2 T, CLASS VII, METHOD A) (CY) 174 ROCK SLOPE PROTECTION CY 450.0000 54,000.00 111.900 50,355 (150 LB, CLASS III, METHOD B) (CY) 175 ROCK SLOPE PROTECTION CY 590.0000 35,400.00 57.900 34,161 (60 LB, CLASS II, METHOD B) (CY) 176 ROCK SLOPE PROTECTION CY 635.0000 12,700.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 177 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 2,880.00 331.800 2,654 178 MINOR CONCRETE (GUTTER) (LF) LF 110.0000 67,650.00 0.000 0 179 MINOR CONCRETE (GUTTER) (CY) CY 1,900.0000 133,000.00 82.190 156,161 180 PCC DIKE (TYPE A) CY 70.0000 46,200.00 1,289.940 90,295 181 PCC DIKE (TYPE C) CY 110.0000 18,700.00 381.000 41,910 182 PCC DIKE (TYPE E) CY 50.0000 103,000.00 1,886.000 94,300 183 PCC DIKE (TYPE F) CY 50.0000 187,000.00 4,119.850 205,992 PROGRAM CAS145 PAGE 8 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 DETECTABLE WARNING SURFACE SQFT 60.0000 6,000.00 35.800 2,148 185 MINOR CONCRETE (MISCELLANEOUS CY 2,250.0000 139,500.00 55.180 124,155 CONSTRUCTION) 186 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 94,500.00 24.070 25,273.50 81.478 85,551 187 MINOR CONCRETE (SIDEWALK) CY 790.0000 59,250.00 33.000 26,070.00 36.740 29,024 188 SANDBLASTED TREATMENT (SIDEWALK) SQFT 15.0000 78,900.00 0.000 0 189 MINOR CONCRETE (CURB RAMP) CY 3,450.0000 24,150.00 2.500 8,625.00 4.610 15,904 190 MINOR CONCRETE (BIKE PATH) CY 390.0000 93,600.00 224.470 87,543 191 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 21.0000 6,930.00 20.660 433.86 347.300 7,293 192 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 42,390.00 139.800 1,258.20 1,778.300 16,004 193 MISCELLANEOUS IRON AND STEEL LB 2.0000 94,166.00 19,173.000 38,346 (F) 194 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 21,848.00 2,633.400 21,067 (F) 195 MISCELLANEOUS METAL (RETAINING WALL) LB 35.0000 5,845.00 99.000 3,465 (F) 196 TEMPORARY FENCE (TYPE CL-6) LF 36.0000 16,560.00 1,385.000 49,860 197 CHAIN LINK FENCE (TYPE CL-4) LF 250.0000 3,000.00 0.000 0 198 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 36,450.00 0.000 0 199 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 32.0000 112,000.00 380.000 12,160.00 2,232.300 71,433 200 4' CHAIN LINK GATE (TYPE CL-6, EA 2,600.0000 5,200.00 0.000 0 VINYL-CLAD) 201 REMOVE CHAIN LINK FENCE LF 7.0000 49,140.00 380.000 2,660.00 4,482.400 31,376 202 RECONSTRUCT CHAIN LINK FENCE LF 32.0000 35,200.00 1,084.000 34,688 203 REMOVE PAVEMENT MARKER EA 2.2000 8,800.00 1,988.000 4,373 204 REMOVE DELINEATOR EA 55.0000 11,550.00 0.000 0 205 DELINEATOR (CLASS 1) EA 30.0000 3,810.00 0.000 0 206 GUARD RAILING DELINEATOR EA 25.0000 1,175.00 53.000 1,325 207 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 9,700.00 0.000 0 208 MILEPOST MARKER EA 100.0000 600.00 0.000 0 209 TREATMENT BEST MANAGEMENT EA 110.0000 660.00 0.000 0 PRACTICE MARKER 210 OBJECT MARKER EA 135.0000 1,485.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 OBJECT MARKER (TYPE P) EA 100.0000 8,800.00 70.000 7,000 212 OBJECT MARKER (TYPE R) EA 170.0000 340.00 2.000 340 213 REMOVE MARKER EA 60.0000 3,060.00 0.000 0 214 REMOVE ROADSIDE SIGN EA 210.0000 26,040.00 121.000 25,410 215 INSTALL BRIDGE MOUNTED SIGN PANEL EA 1,600.0000 3,200.00 0.000 0 (VERTICAL CLEARANCE) 216 RESET ROADSIDE SIGN EA 350.0000 1,050.00 3.000 1,050 217 RELOCATE ROADSIDE SIGN EA 450.0000 900.00 1.000 450.00 1.000 450 218 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 7,290.00 0.000 0 219 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 54,300.00 0.000 0 (2 1/2"-TYPE B) 220 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,700.0000 21,600.00 0.000 0 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 10,200.00 505.760 5,057 (0.063"-UNFRAMED) 222 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,400.00 352.750 3,880 (0.080"-UNFRAMED) 223 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 8,460.00 251.760 4,531 (0.063"-FRAMED) 224 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 4,560.00 0.000 0 (0.080"-FRAMED) 225 METAL (BARRIER MOUNTED SIGN) LB 19.0000 39,520.00 0.000 0 226 ROADSIDE SIGN - ONE POST EA 450.0000 40,500.00 66.000 29,700 227 ROADSIDE SIGN - TWO POST EA 800.0000 16,000.00 8.000 6,400 228 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,160.00 2.000 270 METHOD) 229 INSTALL ROADSIDE SIGN EA 3,000.0000 12,000.00 0.000 0 (LAMINATED WOOD BOX POST) 230 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 346,500.00 8,274.000 372,330 231 VEGETATION CONTROL (MINOR CONCRETE) SQYD 38.0000 118,180.00 2,617.897 99,480 232 CONCRETE BARRIER (TYPE K) LF 16.0000 88,000.00 0.000 0 233 CABLE RAILING LF 34.0000 29,138.00 460.000 15,640 (F) 234 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 66,000.00 12.000 66,000 235 END CAP (TYPE A) EA 750.0000 4,500.00 4.000 3,000 236 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 11,200.00 6.000 8,400 237 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,000.0000 72,000.00 11.000 66,000 PROGRAM CAS145 PAGE 10 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 60MS MOD) LF 220.0000 380,600.00 143.100 31,482.00 979.970 215,593 239 CONCRETE BARRIER (TYPE 60MSA MOD) LF 430.0000 51,600.00 232.500 99,975 240 CONCRETE BARRIER (TYPE 60 MSA MOD) LF 350.0000 63,000.00 162.000 56,700 241 CONCRETE BARRIER (TYPE 60MSC MOD1) LF 210.0000 1,383,900.00 2,346.300 492,723.00 3,826.740 803,615 242 CONCRETE BARRIER (TYPE 60MSC MOD2) LF 220.0000 136,400.00 641.000 141,020 243 CONCRETE BARRIER (TYPE 60MSC MOD3) LF 300.0000 348,000.00 1,165.000 349,500 244 CONCRETE BARRIER (TYPE 60MSD MOD1) LF 190.0000 163,400.00 460.000 87,400 245 CONCRETE BARRIER (TYPE 60MSD MOD2) LF 80.0000 93,600.00 1,213.250 97,060 246 CONCRETE BARRIER (TYPE 60MSP MOD) LF 420.0000 50,400.00 54.000 22,680.00 54.000 22,680 247 CONCRETE BARRIER (TYPE 80 MOD) LF 460.0000 952,200.00 1,774.370 816,210 (F) 248 CONCRETE BARRIER (TYPE 80A MOD) LF 460.0000 993,600.00 2,139.000 983,940 (F) 249 CONCRETE BARRIER (TYPE 736S) LF 240.0000 241,200.00 1,005.000 241,200 (F) 250 CONCRETE BARRIER (TYPE 736SV) LF 500.0000 222,500.00 445.000 222,500 (F) 251 CONCRETE BARRIER (TYPE 836A MOD) LF 260.0000 169,000.00 650.000 169,000 (F) 252 CONCRETE BARRIER TRANSITION LF 360.0000 28,800.00 18.000 6,480.00 80.000 28,800 253 REMOVE BARRIER LF 9.0000 178,200.00 21,203.000 190,827 254 REMOVE GUARDRAIL LF 11.0000 51,700.00 4,965.450 54,619 255 SALVAGE METAL BRIDGE RAILING LF 7.0000 8,680.00 1,240.000 8,680 256 REMOVE CONCRETE BARRIER LF 40.0000 48,000.00 1,142.000 45,680 257 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 690.00 0.000 0 258 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 67,200.00 49,159.000 14,747 259 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 52,500.00 69,925.000 20,977 260 12" RUMBLE STRIP STA 165.0000 41,250.00 0.000 0 (CONCRETE PAVEMENT) 261 6" TRAFFIC STRIPE (WARRANTY) LF 1.2000 58,440.00 0.000 0 262 6" TRAFFIC STRIPE (WARRANTY) LF 1.0000 600.00 0.000 0 (BROKEN 17-7) 263 6" TRAFFIC STRIPE (WARRANTY) LF 1.0000 33,600.00 0.000 0 (BROKEN 36-12) 264 6" TRAFFIC STRIPE (WARRANTY) LF 1.0000 90.00 0.000 0 (BROKEN 8-4) PROGRAM CAS145 PAGE 11 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 8" TRAFFIC STRIPE (WARRANTY) LF 3.5000 2,555.00 0.000 0 266 8" TRAFFIC STRIPE (WARRANTY) LF 2.5000 8,050.00 0.000 0 (BROKEN 12-3) 267 PAVEMENT MARKING (WARRANTY) SQFT 10.0000 24,300.00 0.000 0 268 12" TRAFFIC STRIPE (WARRANTY) LF 6.5000 29,380.00 0.000 0 269 CONTRAST STRIPE PAINT (1-COAT) LF 0.2000 13,120.00 56,228.370 11,245 270 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,800.0000 2,800.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 271 LIGHTING SYSTEMS (COUNTY STREET) LS 130,000.0000 130,000.00 0.218 28,340.00 0.746 96,980 272 TRAFFIC MONITORING STATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 273 MODIFYING LIGHTING SYSTEMS LS 110,000.0000 110,000.00 0.712 78,320 (COUNTY BIKE PATH) 274 TEMPORARY LIGHTING SYSTEMS LS 455,000.0000 455,000.00 1.000 455,000 275 MODIFYING LIGHTING SYSTEMS LS 700,000.0000 700,000.00 0.002 1,400.00 0.954 667,800 PROGRAM CAS145 PAGE 12 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 07:53 PM ESTIMATE NO. 035 BID OPENING 06/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,370,778.18 82,045,393.08 ADJUSTMENT OF COMPENSATION 0.00 1,076,754.04 EXTRA WORK 356,149.31 3,366,779.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,726,927.49 86,488,927.03 276 MOBILIZATION LS 10,071,198.0000 10,071,198.00 1.000 10,071,198 ORIGINAL CONTRACT AMOUNT 100,721,364.00 TOTAL WORK COMPLETED 1,726,927.49 96,560,125.03 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -46,771.90 TOTAL 1,726,927.49 96,513,353.13 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 10/22/20 695 11/02/20 11/02/20 10/27/23 639 36 13 0 92% 90% PROGRESS IS SATISFACTORY TRISTAN GEBHART RESIDENT ENGINEER