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 06/21/21 EST. NO. 008 TIME 04:25 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 --------------------------------------------------------------------------- 001 0010 19,869.28 E.W. @ F.A.(+) 121520 N 0009 0 0024 483.10 031221 N 0024 0 0025 388.21 031921 N 0025 0 0026 6,941.52 021021 N 0026 0 0027 1,220.95 031821 N 0027 0 0030 803.80 040621 N 0030 0 015 0001 694.87 E.W. @ F.A.(+) 010821 N 0001 0 0003 2,120.31 011121 N 0003 0 0004 1,064.50 011221 N 0004 0 0005 2,573.98 030321 N 0005 0 0008 196.67 022621 N 0008 0 020 0002 149,496.92 A.C. @ U.P.(+) 060921 N 0002 0 185,854.11 TOTAL THIS ESTIMATE 664,028.24 TOTAL PREVIOUS ESTIMATE 849,882.35 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 06/21/21 EST. NO. 008 TIME 04:25 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 0.00 -5,058.00 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 10,000.00 -18,000.00 TOTAL DEDUCTIONS 10,000.00 -23,058.00 PROGRAM CAS145 PAGE 1 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 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 0.500 8,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,500.0000 6,602,500.00 20.000 190,000.00 146.000 1,387,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 12,000.00 11.000 2,200.00 26.000 5,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.367 25,690 007 TRAFFIC CONTROL SYSTEM LS 3,275,000.0000 3,275,000.00 0.029 94,975.00 0.211 691,025 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 150,700.00 82,315.000 45,273 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,950.00 102.000 3,570 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 215.0000 149,425.00 2.000 430.00 7.000 1,505 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 5.0000 22,500.00 1,458.000 7,290 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 375,000.0000 375,000.00 0.029 10,875.00 0.211 79,125 013 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 28,420.000 596,820 016 TEMPORARY CRASH CUSHION MODULE EA 470.0000 13,160.00 14.000 6,580 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 185,500.00 15.000 52,500 SYSTEM 018 TEMPORARY RADAR SPEED FEEDBACK EA 4,000.0000 32,000.00 2.000 8,000 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 145,000.0000 145,000.00 0.029 4,205.00 0.211 30,595 020 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 5.000 2,500 PROGRAM CAS145 PAGE 2 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,500 023 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 024 MOVE-IN/MOVE-OUT EA 180.0000 2,880.00 3.000 540 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.6100 94,184.00 28,340.000 17,287 (BONDED FIBER MATRIX) 026 TEMPORARY CHECK DAM LF 5.5000 2,365.00 32.000 176 027 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 27,000.00 16.000 2,400 028 TEMPORARY FIBER ROLL LF 3.0500 181,170.00 175.000 533 029 TEMPORARY GRAVEL BAG BERM LF 5.2500 33,600.00 0.000 0 030 TEMPORARY LARGE SEDIMENT BARRIER LF 15.5000 11,625.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 80,000.00 4.000 20,000 032 STREET SWEEPING LS 1,000,000.0000 1,000,000.00 0.029 29,000.00 0.211 211,000 033 TEMPORARY CONCRETE WASHOUT LS 115,000.0000 115,000.00 0.036 4,140.00 0.287 33,005 034 TREATED WOOD WASTE LB 0.1500 53,655.00 11,517.440 1,727.62 315,109.440 47,266 035 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,250.0000 731,250.00 21.312 26,640.00 102.969 128,711 036 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 0.031 22,940.00 0.623 461,020 038 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 0.400 166,000 040 ROADWAY EXCAVATION CY 62.0000 4,960,000.00 -4,055.600 -251,447.20 13,918.000 862,916 041 ROADWAY EXCAVATION (TYPE R-1) CY 60.0000 660,000.00 -204.100 -12,246.00 6,217.000 373,020 (AERIALLY DEPOSITED LEAD) 042 STRUCTURE EXCAVATION (BRIDGE) CY 585.0000 992,745.00 1,141.500 667,777 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 200.0000 1,237,400.00 1,419.000 283,800 (F) 044 STRUCTURE EXCAVATION (SOUND WALL) CY 300.0000 86,700.00 0.000 0 (F) 045 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 130.0000 31,720.00 0.000 0 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 135.0000 187,245.00 832.300 112,360 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 85.0000 484,160.00 1,956.000 166,260 (F) 048 STRUCTURE BACKFILL (SOUND WALL) CY 430.0000 73,100.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 78.000 15,600 (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 0.000 0 054 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.3000 285,200.00 24,879.000 57,221 CLASS A1 055 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.7000 334,800.00 24,879.000 67,173 056 ROADSIDE CLEARING LS 375,000.0000 375,000.00 0.550 206,250 057 ROCK BLANKET SQFT 30.0000 732,000.00 0.000 0 058 2" SUPPLY LINE (BRIDGE) LF 62.0000 31,992.00 0.000 0 (F) 059 3" SUPPLY LINE (BRIDGE) LF 75.0000 38,700.00 0.000 0 (F) 060 2" PLASTIC PIPE (CLASS 315) LF 35.0000 53,550.00 0.000 0 (F) (SUPPLY LINE) 061 3" PLASTIC PIPE (CLASS 315) LF 35.0000 53,550.00 0.000 0 (F) (SUPPLY LINE) 062 2" SPRINKLER CONTROL CONDUIT LF 25.0000 38,250.00 0.000 0 063 12" CORRUGATED HIGH DENSITY LF 300.0000 459,000.00 0.000 0 POLYETHYLENE PIPE CONDUIT 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 180.0000 1,440.00 0.000 0 065 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 31,640.00 0.000 0 066 FIBER ROLLS LF 3.0500 63,135.00 0.000 0 067 HYDROSEED SQFT 0.1100 49,720.00 0.000 0 068 COMPOST (CY) CY 37.5000 101,250.00 0.000 0 069 CLASS 1 AGGREGATE SUBBASE CY 95.0000 1,700,500.00 758.600 72,067.00 4,076.000 387,220 070 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 992,250.00 -71.260 -7,482.30 2,414.440 253,516 071 HOT MIX ASPHALT (TYPE A) TON 125.0000 4,775,000.00 3,791.160 473,895.00 10,265.020 1,283,127 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 20.0000 1,600.00 0.000 0 073 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 0.000 0 075 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 300,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 -2,639.000 -23,751.00 12,006.000 108,054 077 REMOVE BASE AND SURFACING CY 90.0000 53,100.00 0.000 0 078 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 16,650,000.00 2,205.620 992,529.00 7,331.229 3,299,053 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 0.700 665,000 081 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 2,907.000 101,745 085 DRIVE STEEL PILE (HP 10 X 57) EA 3,000.0000 330,000.00 90.000 270,000 086 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 301,250.00 0.000 0 087 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 260.0000 2,445,300.00 0.000 0 088 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 0.000 0 PILE (SIGN FOUNDATION) 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 160,000.0000 160,000.00 0.093 14,880.00 0.552 88,320 093 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 294,750.00 319.300 239,475 (F) 094 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 1,164,000.00 7.000 14,000.00 454.400 908,800 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 2,050.0000 2,293,950.00 91.000 186,550.00 650.000 1,332,500 (F) (POLYMER FIBER) 096 STRUCTURAL CONCRETE, WALL CY 40,000.0000 24,000.00 0.000 0 (F) 097 STRUCTURAL CONCRETE, RETAINING WALL CY 1,200.0000 3,122,400.00 686.000 823,200 (F) 098 STRUCTURAL CONCRETE, SOUND WALL CY 1,450.0000 95,700.00 0.000 0 (F) 099 ARCHITECTURAL WALL LF 825.0000 354,750.00 0.000 0 100 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 0.000 0 (F) 102 AGGREGATE BASE (APPROACH SLAB) CY 525.0000 13,125.00 4.150 2,178 PROGRAM CAS145 PAGE 5 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 517,650.00 134.000 194,300.00 200.700 291,015 (F) (TYPE N) 104 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,300.0000 338,000.00 43.100 56,030 (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 1,239,000.00 125.390 438,865 (F) 108 PAVING NOTCH EXTENSION CF 225.0000 31,500.00 45.000 10,125 109 DIAPHRAGM BOLSTER EA 6,250.0000 75,000.00 12.000 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 0.000 0 (F) (EXISTING RETAINING WALL) 112 CONCRETE SURFACE TEXTURE (BRIDGE) SQFT 18.0000 133,344.00 0.000 0 (F) 113 CONCRETE SURFACE TEXTURE SQFT 52.0000 18,200.00 0.000 0 (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 76,450.00 168.500 9,267.50 168.500 9,267 (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 17,349.000 24,288.60 246,655.000 345,317 (F) 121 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 1,111,839.00 154,258.000 231,387 (F) 122 BAR REINFORCING STEEL (EPOXY COATED) LB 3.5000 21,987.00 5,233.000 18,315 (F) (BRIDGE) 123 BAR REINFORCING STEEL (WINGWALL) LB 4.0000 4,560.00 0.000 0 (F) 124 HEADED BAR REINFORCEMENT EA 11.0000 9,416.00 768.000 8,448 (F) 125 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 627,750.00 0.000 0 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 40,176.00 0.000 0 (F) 127 POST SLEEVE EA 3,300.0000 26,400.00 0.000 0 128 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 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 135 BRIDGE REMOVAL (PORTION) LS 210,000.0000 210,000.00 0.100 21,000.00 0.500 105,000 136 COMPOSITE COLUMN CASING (FRP) SQFT 58.0000 310,416.00 0.000 0 (F) 137 18" ALTERNATIVE PIPE CULVERT LF 260.0000 1,170,000.00 3,136.400 815,464 138 24" ALTERNATIVE PIPE CULVERT LF 325.0000 945,750.00 252.400 82,030 139 30" ALTERNATIVE PIPE CULVERT LF 375.0000 120,000.00 205.000 76,875 140 CONCRETE BACKFILL (PIPE TRENCH) CY 375.0000 33,750.00 41.300 15,487 (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 12.000 4,920 143 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 0.000 0 (.079" THICK) 145 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 10,000.00 0.000 0 (.079" THICK) 146 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.0000 38,500.00 0.000 0 (.079" THICK) 147 12" ANCHOR ASSEMBLY EA 1,450.0000 1,450.00 0.000 0 148 18" ANCHOR ASSEMBLY EA 2,700.0000 2,700.00 0.000 0 149 24" ANCHOR ASSEMBLY EA 2,700.0000 2,700.00 0.000 0 150 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 0.000 0 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 0.000 0 154 24" ALTERNATIVE FLARED END SECTION EA 4,000.0000 4,000.00 0.000 0 155 36" PRECAST CONCRETE PIPE INLET LF 1,750.0000 21,875.00 9.000 15,750 156 ABANDON CULVERT (LF) LF 37.0000 41,810.00 317.000 11,729 PROGRAM CAS145 PAGE 7 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 125,250.00 216.000 16,200 158 REMOVE DOWNDRAIN (EA) EA 1,500.0000 6,000.00 0.000 0 159 REMOVE INLET EA 2,500.0000 77,500.00 16.000 40,000 160 REMOVE HEADWALL EA 5,550.0000 11,100.00 0.000 0 161 RECONSTRUCT INLET EA 6,700.0000 6,700.00 0.000 0 162 ADJUST INLET EA 4,250.0000 25,500.00 0.500 2,125 163 MODIFY MANHOLE EA 11,350.0000 11,350.00 0.000 0 164 REMOVE CONCRETE (CHANNEL) CY 650.0000 15,600.00 0.000 0 165 CAP INLET EA 5,350.0000 10,700.00 0.000 0 166 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 0.000 0 171 SLOPE PAVING (CONCRETE) CY 2,900.0000 507,500.00 0.000 0 172 SANDBLASTED TREATMENT (SLOPE PAVING) SQFT 28.0000 80,080.00 0.000 0 173 ROCK SLOPE PROTECTION CY 290.0000 113,100.00 0.000 0 (1/2 T, CLASS VII, METHOD A) (CY) 174 ROCK SLOPE PROTECTION CY 450.0000 54,000.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 175 ROCK SLOPE PROTECTION CY 590.0000 35,400.00 0.000 0 (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 0.000 0 178 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 0.000 0 180 PCC DIKE (TYPE A) CY 70.0000 46,200.00 0.000 0 181 PCC DIKE (TYPE C) CY 110.0000 18,700.00 0.000 0 182 PCC DIKE (TYPE E) CY 50.0000 103,000.00 0.000 0 183 PCC DIKE (TYPE F) CY 50.0000 187,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 CONSTRUCTION) 186 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 94,500.00 0.000 0 187 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 35.000 735 192 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 42,390.00 50.000 450 193 MISCELLANEOUS IRON AND STEEL LB 2.0000 94,166.00 2,934.000 5,868.00 2,934.000 5,868 (F) 194 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 21,848.00 649.000 5,192 (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 0.000 0 197 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 0.000 0 202 RECONSTRUCT CHAIN LINK FENCE LF 32.0000 35,200.00 0.000 0 203 REMOVE PAVEMENT MARKER EA 2.2000 8,800.00 1,288.000 2,833 204 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 0.000 0 207 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 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.000 2,700 212 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 7.000 1,470 215 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 0.000 0 (0.063"-UNFRAMED) 222 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,400.00 0.000 0 (0.080"-UNFRAMED) 223 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 8,460.00 0.000 0 (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 0.000 0 227 ROADSIDE SIGN - TWO POST EA 800.0000 16,000.00 0.000 0 228 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,160.00 0.000 0 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 0.000 0 231 VEGETATION CONTROL (MINOR CONCRETE) SQYD 38.0000 118,180.00 0.000 0 232 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 0.000 0 235 END CAP (TYPE A) EA 750.0000 4,500.00 0.000 0 236 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 11,200.00 0.000 0 237 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,000.0000 72,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 239 CONCRETE BARRIER (TYPE 60MSA MOD) LF 430.0000 51,600.00 0.000 0 240 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 39.750 18,285.00 39.750 18,285 (F) 248 CONCRETE BARRIER (TYPE 80A MOD) LF 460.0000 993,600.00 350.400 161,184 (F) 249 CONCRETE BARRIER (TYPE 736S) LF 240.0000 241,200.00 0.000 0 (F) 250 CONCRETE BARRIER (TYPE 736SV) LF 500.0000 222,500.00 0.000 0 (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 20,403.000 183,627 254 REMOVE GUARDRAIL LF 11.0000 51,700.00 800.000 8,800 255 SALVAGE METAL BRIDGE RAILING LF 7.0000 8,680.00 294.000 2,058 256 REMOVE CONCRETE BARRIER LF 40.0000 48,000.00 0.000 0 257 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 690.00 0.000 0 258 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 67,200.00 4,354.000 1,306 259 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 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,031.050 3,406 270 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 0.083 37,765 275 MODIFYING LIGHTING SYSTEMS LS 700,000.0000 700,000.00 0.012 8,400 PROGRAM CAS145 PAGE 12 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N73U4 TIME 04:25 PM ESTIMATE NO. 008 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 06/20/21 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,194,136.22 20,181,947.68 ADJUSTMENT OF COMPENSATION 149,496.92 554,291.33 EXTRA WORK 36,357.19 295,591.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,379,990.33 21,031,830.03 276 MOBILIZATION LS 10,071,198.0000 10,071,198.00 0.200 2,014,239.60 0.950 9,567,638 ORIGINAL CONTRACT AMOUNT 100,721,364.00 TOTAL WORK COMPLETED 4,394,229.93 30,599,468.13 MATERIALS ON HAND ON SITE 15,389.00 DEDUCTIONS 10,000.00 -23,058.00 TOTAL 4,404,229.93 30,591,799.13 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 08/31/23 146 9 1 0 30% 21% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY TRISTAN GEBHART RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/21