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. 023 TIME 02:22 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 --------------------------------------------------------------------------- 027 0002 56,971.57 A.C. @ U.P.(+) 062022 N 0002 0 054 0001 1,193.38 E.W. @ F.A.(+) 040622 N 0001 0 0002 1,245.49 040822 N 0002 0 0003 906.50 041222 N 0003 0 0004 895.14 041322 N 0004 0 0005 895.14 041422 N 0005 0 0006 964.72 041522 N 0006 0 0007 1,328.62 041822 N 0007 0 0008 1,328.62 041922 N 0008 0 0009 1,235.63 042022 N 0009 0 0010 1,235.63 042122 N 0010 0 0011 1,328.62 042222 N 0011 0 0012 1,328.62 042522 N 0012 0 0013 1,235.63 042622 N 0013 0 0014 1,107.36 042722 N 0014 0 0015 950.83 042822 N 0015 0 0016 950.83 042922 N 0016 0 0017 950.83 050222 N 0017 0 0018 950.83 050322 N 0018 0 0019 950.83 050422 N 0019 0 0020 676.66 050522 N 0020 0 0021 806.95 050622 N 0021 0 055 0001 152,100.00 E.W. @ U.P (+) 051822 N 0001 0 0002 6,468.00 E.W. @ F.A.(+) 051822 N 0002 0 0003 1,595.00 060922 N 0003 0 239,601.43 TOTAL THIS ESTIMATE 2,099,091.64 TOTAL PREVIOUS ESTIMATE 2,338,693.07 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 07/22/22 EST. NO. 023 TIME 02:22 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 0.00 -33,938.40 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 -10,000.00 -14,000.00 TOTAL DEDUCTIONS -10,000.00 -47,938.40 PROGRAM CAS145 PAGE 1 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/22/22 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 21.000 199,500.00 408.000 3,876,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 1.000 6,000.00 1.667 10,002 MEETING 005 HOURLY OFF-SITE HR 200.0000 12,000.00 1.000 200.00 50.000 10,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.470 32,900 007 TRAFFIC CONTROL SYSTEM LS 3,275,000.0000 3,275,000.00 0.030 98,250.00 0.590 1,932,250 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 150,700.00 22,785.400 12,531.97 232,526.800 127,889 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,950.00 32.000 1,120.00 192.000 6,720 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 215.0000 149,425.00 27.000 5,805 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 5.0000 22,500.00 575.000 2,875.00 3,533.000 17,665 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 375,000.0000 375,000.00 0.030 11,250.00 0.590 221,250 013 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 3,756.000 78,876.00 90,334.000 1,897,014 016 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 -3.000 -10,500.00 36.000 126,000 SYSTEM 018 TEMPORARY RADAR SPEED FEEDBACK EA 4,000.0000 32,000.00 6.000 24,000 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 145,000.0000 145,000.00 0.030 4,350.00 0.590 85,550 020 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 12.000 6,000 PROGRAM CAS145 PAGE 2 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 9,000.00 9.000 3,375 023 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000.00 2.000 4,000 024 MOVE-IN/MOVE-OUT EA 180.0000 2,880.00 9.000 1,620 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.6100 94,184.00 96,058.000 58,595 (BONDED FIBER MATRIX) 026 TEMPORARY CHECK DAM LF 5.5000 2,365.00 211.700 1,164 027 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 27,000.00 57.000 8,550 028 TEMPORARY FIBER ROLL LF 3.0500 181,170.00 2,373.000 7,237 029 TEMPORARY GRAVEL BAG BERM LF 5.2500 33,600.00 269.550 1,415 030 TEMPORARY LARGE SEDIMENT BARRIER LF 15.5000 11,625.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 80,000.00 9.000 45,000 032 STREET SWEEPING LS 1,000,000.0000 1,000,000.00 0.030 30,000.00 0.590 590,000 033 TEMPORARY CONCRETE WASHOUT LS 115,000.0000 115,000.00 0.036 4,140.00 0.755 86,825 034 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 23.290 29,112.50 279.790 349,737 036 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 0.013 9,620.00 0.781 577,940 038 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 0.113 46,895.00 0.890 369,350 040 ROADWAY EXCAVATION CY 62.0000 4,960,000.00 7,200.000 446,400.00 67,261.158 4,170,191 041 ROADWAY EXCAVATION (TYPE R-1) CY 60.0000 660,000.00 9,418.664 565,119 (AERIALLY DEPOSITED LEAD) 042 STRUCTURE EXCAVATION (BRIDGE) CY 585.0000 992,745.00 322.000 188,370.00 1,697.000 992,745 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 200.0000 1,237,400.00 309.600 61,920.00 5,954.600 1,190,920 (F) 044 STRUCTURE EXCAVATION (SOUND WALL) CY 300.0000 86,700.00 123.000 36,900 (F) 045 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 130.0000 31,720.00 0.000 0 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 135.0000 187,245.00 30.000 4,050.00 1,152.000 155,520 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 85.0000 484,160.00 1,243.000 105,655.00 5,421.000 460,785 (F) 048 STRUCTURE BACKFILL (SOUND WALL) CY 430.0000 73,100.00 35.000 15,050.00 70.000 30,100 (F) PROGRAM CAS145 PAGE 3 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 690.0000 43,470.00 0.000 0 (F) 050 PERVIOUS BACKFILL MATERIAL (RETAINING CY 200.0000 35,400.00 17.000 3,400.00 177.000 35,400 (F) WALL) 051 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 315.0000 50,400.00 64.000 20,160 (F) 052 LEAN CONCRETE BACKFILL CY 280.0000 18,760.00 30.000 8,400 (F) 053 DITCH EXCAVATION CY 130.0000 7,540.00 25.800 3,354 054 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.3000 285,200.00 74,802.670 172,046 CLASS A1 055 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.7000 334,800.00 74,802.670 201,967 056 ROADSIDE CLEARING LS 375,000.0000 375,000.00 0.110 41,250.00 0.890 333,750 057 ROCK BLANKET SQFT 30.0000 732,000.00 16,023.522 480,705 058 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 1,156.000 40,460 (F) (SUPPLY LINE) 061 3" PLASTIC PIPE (CLASS 315) LF 35.0000 53,550.00 346.000 12,110 (F) (SUPPLY LINE) 062 2" SPRINKLER CONTROL CONDUIT LF 25.0000 38,250.00 360.000 9,000 063 12" CORRUGATED HIGH DENSITY LF 300.0000 459,000.00 715.000 214,500 POLYETHYLENE PIPE CONDUIT 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 180.0000 1,440.00 4.000 720 065 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 31,640.00 127,600.000 8,932 066 FIBER ROLLS LF 3.0500 63,135.00 240.000 732.00 5,239.500 15,980 067 HYDROSEED SQFT 0.1100 49,720.00 2,600.000 286.00 31,194.000 3,431 068 COMPOST (CY) CY 37.5000 101,250.00 686.000 25,725 069 CLASS 1 AGGREGATE SUBBASE CY 95.0000 1,700,500.00 13,255.220 1,259,245 070 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 992,250.00 5,171.940 543,053 071 HOT MIX ASPHALT (TYPE A) TON 125.0000 4,775,000.00 -48.250 -6,031.25 25,837.190 3,229,648 072 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 14,311.300 14,311 PROGRAM CAS145 PAGE 4 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,828.534 9,822,840 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 0.000 0 082 STEEL SOLDIER PILE (W 14 X 48) LF 60.0000 40,800.00 680.000 40,800 083 24" DRILLED HOLE LF 70.0000 142,100.00 680.000 47,600 084 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 0.000 0 089 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 280,500.00 123.000 209,100 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 1,164,000.00 569.900 1,139,800 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 2,050.0000 2,293,950.00 1,109.000 2,273,450 (F) (POLYMER FIBER) 096 STRUCTURAL CONCRETE, WALL CY 40,000.0000 24,000.00 0.600 24,000.00 0.600 24,000 (F) 097 STRUCTURAL CONCRETE, RETAINING WALL CY 1,200.0000 3,122,400.00 2,341.800 2,810,160 (F) 098 STRUCTURAL CONCRETE, SOUND WALL CY 1,450.0000 95,700.00 -120.250 -174,362.50 0.000 0 (F) 099 ARCHITECTURAL WALL LF 825.0000 354,750.00 213.850 176,426.25 322.500 266,062 100 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,050.0000 225,750.00 0.000 0 (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 14.630 7,680 PROGRAM CAS145 PAGE 5 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 338,000.00 148.180 192,634 (TYPE R) 105 STRUCTURAL CONCRETE, HEADWALL CY 4,000.0000 13,600.00 0.000 0 (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 3.740 13,090.00 265.010 927,535 (F) 108 PAVING NOTCH EXTENSION CF 225.0000 31,500.00 101.750 22,893 109 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 2,017.000 60,510.00 2,437.000 73,110 (F) (EXISTING RETAINING WALL) 112 CONCRETE SURFACE TEXTURE (BRIDGE) SQFT 18.0000 133,344.00 192.000 3,456.00 192.000 3,456 (F) 113 CONCRETE SURFACE TEXTURE SQFT 52.0000 18,200.00 157.500 8,190 (F) (EXTERIOR GIRDER) 114 CONCRETE SURFACE TEXTURE SQFT 35.0000 55,195.00 0.000 0 (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 1,348.500 74,167 (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 472,185.00 337,275.000 472,185 (F) 121 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 1,111,839.00 710,426.300 1,065,639 (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 73,750.000 368,750 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 40,176.00 73,750.000 23,600 (F) 127 POST SLEEVE EA 3,300.0000 26,400.00 2.000 6,600 128 TIMBER LAGGING MFBM 6,600.0000 118,800.00 5.000 33,000 (F) 129 SOUND WALL (MASONRY BLOCK) SQFT 48.0000 1,155,360.00 15,218.000 730,464 (F) PROGRAM CAS145 PAGE 6 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 130 SOUND WALL (CLEAR PANEL) SQFT 130.0000 379,600.00 0.000 0 131 CLEAN AND PAINT STEEL SOLDIER PILING LS 40,000.0000 40,000.00 0.000 0 132 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 0.000 0 134 BRIDGE REMOVAL LS 110,000.0000 110,000.00 1.000 110,000 135 BRIDGE REMOVAL (PORTION) LS 210,000.0000 210,000.00 0.200 42,000.00 1.000 210,000 136 COMPOSITE COLUMN CASING (FRP) SQFT 58.0000 310,416.00 600.000 34,800.00 600.000 34,800 (F) 137 18" ALTERNATIVE PIPE CULVERT LF 260.0000 1,170,000.00 33.000 8,580.00 4,605.600 1,197,456 138 24" ALTERNATIVE PIPE CULVERT LF 325.0000 945,750.00 2,218.400 720,980 139 30" ALTERNATIVE PIPE CULVERT LF 375.0000 120,000.00 311.000 116,625 140 CONCRETE BACKFILL (PIPE TRENCH) CY 375.0000 33,750.00 6.910 2,591.25 62.310 23,366 (F) 141 18" REINFORCED CONCRETE PIPE LF 1,350.0000 21,600.00 6.000 8,100 142 24" REINFORCED CONCRETE PIPE LF 410.0000 90,200.00 37.500 15,375 143 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 56.000 19,600.00 110.000 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 2,700.00 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 1.000 3,200.00 1.000 3,200 154 24" ALTERNATIVE FLARED END SECTION EA 4,000.0000 4,000.00 2.000 8,000 155 36" PRECAST CONCRETE PIPE INLET LF 1,750.0000 21,875.00 12.500 21,875 156 ABANDON CULVERT (LF) LF 37.0000 41,810.00 477.000 17,649 PROGRAM CAS145 PAGE 7 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 157 REMOVE CULVERT (LF) LF 75.0000 125,250.00 37.000 2,775.00 1,158.000 86,850 158 REMOVE DOWNDRAIN (EA) EA 1,500.0000 6,000.00 1.000 1,500.00 1.000 1,500 159 REMOVE INLET EA 2,500.0000 77,500.00 2.000 5,000.00 25.000 62,500 160 REMOVE HEADWALL EA 5,550.0000 11,100.00 1.000 5,550.00 1.000 5,550 161 RECONSTRUCT INLET EA 6,700.0000 6,700.00 0.000 0 162 ADJUST INLET EA 4,250.0000 25,500.00 1.000 4,250 163 MODIFY MANHOLE EA 11,350.0000 11,350.00 1.000 11,350 164 REMOVE CONCRETE (CHANNEL) CY 650.0000 15,600.00 1.800 1,170.00 1.800 1,170 165 CAP INLET EA 5,350.0000 10,700.00 1.000 5,350 166 CULVERT SLURRY-CEMENT BACKFILL CY 675.0000 189,000.00 0.000 0 167 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 0.000 0 170 CONCRETE (DITCH LINING) CY 1,500.0000 81,000.00 1.800 2,700.00 4.800 7,200 171 SLOPE PAVING (CONCRETE) CY 2,900.0000 507,500.00 89.000 258,100 172 SANDBLASTED TREATMENT (SLOPE PAVING) SQFT 28.0000 80,080.00 0.000 0 173 ROCK SLOPE PROTECTION CY 290.0000 113,100.00 205.750 59,667 (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 1.420 2,698 180 PCC DIKE (TYPE A) CY 70.0000 46,200.00 23.000 1,610 181 PCC DIKE (TYPE C) CY 110.0000 18,700.00 181.000 19,910 182 PCC DIKE (TYPE E) CY 50.0000 103,000.00 878.000 43,900 183 PCC DIKE (TYPE F) CY 50.0000 187,000.00 3,362.850 168,142 PROGRAM CAS145 PAGE 8 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 184 DETECTABLE WARNING SURFACE SQFT 60.0000 6,000.00 0.000 0 185 MINOR CONCRETE (MISCELLANEOUS CY 2,250.0000 139,500.00 33.530 75,442 CONSTRUCTION) 186 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 94,500.00 48.408 50,828 187 MINOR CONCRETE (SIDEWALK) CY 790.0000 59,250.00 0.000 0 188 SANDBLASTED TREATMENT (SIDEWALK) SQFT 15.0000 78,900.00 0.000 0 189 MINOR CONCRETE (CURB RAMP) CY 3,450.0000 24,150.00 0.000 0 190 MINOR CONCRETE (BIKE PATH) CY 390.0000 93,600.00 0.000 0 191 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 21.0000 6,930.00 133.000 2,793.00 278.000 5,838 192 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 42,390.00 1,372.400 12,351 193 MISCELLANEOUS IRON AND STEEL LB 2.0000 94,166.00 18,782.000 37,564 (F) 194 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 21,848.00 779.000 6,232 (F) 195 MISCELLANEOUS METAL (RETAINING WALL) LB 35.0000 5,845.00 0.000 0 (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 0.000 0 200 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 49,140.00 120.000 840.00 3,372.400 23,606 202 RECONSTRUCT CHAIN LINK FENCE LF 32.0000 35,200.00 0.000 0 203 REMOVE PAVEMENT MARKER EA 2.2000 8,800.00 1,696.000 3,731 204 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 39.000 975 207 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 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 211 OBJECT MARKER (TYPE P) EA 100.0000 8,800.00 40.000 4,000 212 OBJECT MARKER (TYPE R) EA 170.0000 340.00 1.000 170 213 REMOVE MARKER EA 60.0000 3,060.00 0.000 0 214 REMOVE ROADSIDE SIGN EA 210.0000 26,040.00 8.000 1,680 215 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 0.000 0 217 RELOCATE ROADSIDE SIGN EA 450.0000 900.00 0.000 0 218 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 95.940 959 (0.063"-UNFRAMED) 222 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,400.00 36.750 404 (0.080"-UNFRAMED) 223 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 8,460.00 106.580 1,918 (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 11.000 4,950 227 ROADSIDE SIGN - TWO POST EA 800.0000 16,000.00 3.000 2,400 228 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,160.00 1.000 135 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 4,172.000 187,740 231 VEGETATION CONTROL (MINOR CONCRETE) SQYD 38.0000 118,180.00 1,369.750 52,050 232 CONCRETE BARRIER (TYPE K) LF 16.0000 88,000.00 0.000 0 233 CABLE RAILING LF 34.0000 29,138.00 0.000 0 (F) 234 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 66,000.00 2.000 11,000.00 7.000 38,500 235 END CAP (TYPE A) EA 750.0000 4,500.00 2.000 1,500 236 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 11,200.00 4.000 5,600 237 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,000.0000 72,000.00 6.000 36,000 PROGRAM CAS145 PAGE 10 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 60MS MOD) LF 220.0000 380,600.00 -601.100 -132,242.00 0.000 0 239 CONCRETE BARRIER (TYPE 60MSA MOD) LF 430.0000 51,600.00 111.000 47,730.00 232.500 99,975 240 CONCRETE BARRIER (TYPE 60 MSA MOD) LF 350.0000 63,000.00 0.000 0 241 CONCRETE BARRIER (TYPE 60MSC MOD1) LF 210.0000 1,383,900.00 0.000 0 242 CONCRETE BARRIER (TYPE 60MSC MOD2) LF 220.0000 136,400.00 0.000 0 243 CONCRETE BARRIER (TYPE 60MSC MOD3) LF 300.0000 348,000.00 0.000 0 244 CONCRETE BARRIER (TYPE 60MSD MOD1) LF 190.0000 163,400.00 0.000 0 245 CONCRETE BARRIER (TYPE 60MSD MOD2) LF 80.0000 93,600.00 0.000 0 246 CONCRETE BARRIER (TYPE 60MSP MOD) LF 420.0000 50,400.00 0.000 0 247 CONCRETE BARRIER (TYPE 80 MOD) LF 460.0000 952,200.00 484.450 222,847.00 1,835.650 844,399 (F) 248 CONCRETE BARRIER (TYPE 80A MOD) LF 460.0000 993,600.00 1,960.270 901,724 (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 0.000 0 (F) 252 CONCRETE BARRIER TRANSITION LF 360.0000 28,800.00 0.000 0 253 REMOVE BARRIER LF 9.0000 178,200.00 21,203.000 190,827 254 REMOVE GUARDRAIL LF 11.0000 51,700.00 1,369.450 15,063.95 4,965.450 54,619 255 SALVAGE METAL BRIDGE RAILING LF 7.0000 8,680.00 946.000 6,622.00 2,017.000 14,119 256 REMOVE CONCRETE BARRIER LF 40.0000 48,000.00 1,092.000 43,680.00 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 30,005.000 9,001 259 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 52,500.00 69,127.000 20,738 260 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 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 -2,157.000 -431.40 40,907.050 8,181 270 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 0.000 0 272 TRAFFIC MONITORING STATION SYSTEM LS 50,000.0000 50,000.00 0.000 0 273 MODIFYING LIGHTING SYSTEMS LS 110,000.0000 110,000.00 0.000 0 (COUNTY BIKE PATH) 274 TEMPORARY LIGHTING SYSTEMS LS 455,000.0000 455,000.00 0.435 197,925 275 MODIFYING LIGHTING SYSTEMS LS 700,000.0000 700,000.00 0.043 30,100.00 0.609 426,300 PROGRAM CAS145 PAGE 12 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 02:22 PM ESTIMATE NO. 023 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 07/20/22 R.E. NAME: TRISTAN GEBHART 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 1,870,590.77 59,308,559.81 ADJUSTMENT OF COMPENSATION 56,971.57 825,721.99 EXTRA WORK 182,629.86 1,512,971.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,110,192.20 61,647,252.88 276 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 2,110,192.20 71,718,450.88 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -47,938.40 TOTAL 2,100,192.20 71,670,512.48 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 10/03/23 408 19 13 0 70% 58% PROGRESS IS SATISFACTORY SATISFACTORY TRISTAN GEBHART RESIDENT ENGINEER