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 01/25/22 EST. NO. 023 TIME 07:11 AM R.E. NAME: MERLO, TAYLOR 05-0N71U4 --------------------------------------------------------------------------- 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 0031 4,870.10 E.W. @ F.A.(+) 021121 N 0031 0 008 0009 1,304.90 E.W. @ F.A.(+) 051920 N 0024.0 009 0010 2,938.06 E.W. @ F.A.(+) 022221 N 0010 0 011 0020 3,667.37 E.W. @ F.A.(+) 021021 N 0020 0 0021 1,369.50 111820 N 0021 0 014 0014 760.28 E.W. @ F.A.(+) 020921 N 0014 0 044 0002 62,881.89 E.W. @ F.A.(+) 022021 N 0002 0 048 0005 7,401.60 E.W. @ F.A.(+) 022421 N 0005 0 0006 36,829.62 022721 N 0006 0 053 0002 1,400.38 E.W. @ F.A.(+) 040121 N 0002 0 123,423.70 TOTAL THIS ESTIMATE 3,951,530.75 TOTAL PREVIOUS ESTIMATE 4,074,954.45 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 01/25/22 EST. NO. 023 TIME 07:11 AM R.E. NAME: MERLO, TAYLOR 05-0N71U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE OPENING -20,674.00 015 CRCP FAILED TEST -2,277.80 021 0.00 -22,951.80 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 002 MISS PAYROLLS -2,000.00 003 RECD PAYROLLS #2 10,000.00 003 MISS PAYROLLS -4,000.00 005 MISS PAYROLLS -4,000.00 006 RECD PAYROLLS #03 2,000.00 006 MISS PAYROLLS -2,000.00 007 MISS PAYROLLS -8,000.00 008 RECD PAYROLLS 5,6,7 10,000.00 008 MISS PAYROLLS -6,000.00 009 MISS PAYROLLS -10,000.00 011 MISS PAYROLLS -8,000.00 012 RECD PAYROLLS 28,000.00 012 MISS PAYROLLS -4,000.00 013 MISS PAYROLLS -10,000.00 015 RECD PAYROLLS #12,15 18,000.00 016 MISS PAYROLLS -10,000.00 017 MISS PAYROLLS -10,000.00 018 RECD PAYROLLS #15 10,000.00 018 MISS PAYROLLS -4,000.00 019 MISS PAYROLLS -2,000.00 020 RECD PAYROLLS #09 4,000.00 020 MISS PAYROLLS -10,000.00 022 RECD PAYROLLS #17,20 12,000.00 022 MISS PAYROLLS -10,000.00 023 -10,000.00 -20,000.00 OVERBID ITEMS OVERBID ITEM NO. 235 -440,490.79 003 OVERBID ITEM NO. 235 -220,245.39 005 OVERBID ITEM NO. 235 -176,196.32 007 OVERBID ITEM NO. 235 -44,049.08 014 0.00 -880,981.58 TOTAL DEDUCTIONS -10,000.00 -923,933.38 PROGRAM CAS145 PAGE 1 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 LOCATION PROGRESS ESTIMATE 05-SB-101-1.4/4.8 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY IN PO BOX 50085 CARPINTERIA FROM 0.2 MILE SOUTH OF WATSONVILLE, CA 95077 BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE FED. AID NO. ACNH-Q101(373)N CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 12,500.0000 7,250,000.00 16.000 200,000.00 423.000 5,287,500 004 CONSTRUCTION AREA SIGNS LS 130,000.0000 130,000.00 0.800 104,000 005 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 0.028 36,400.00 0.730 949,000 006 TYPE III BARRICADE EA 90.0000 2,430.00 27.000 2,430 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2000 451.20 297.000 950 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1500 171,350.00 248,933.760 286,273 009 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 24,000.00 600.000 19,200 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.028 700.00 0.730 18,250 SYSTEMS 011 TEMPORARY PAVEMENT MARKER EA 3.2000 7,040.00 3,302.000 10,566 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.028 2,100.00 0.730 54,750 013 TEMPORARY RAILING (TYPE K) LF 20.0000 1,752,000.00 120.000 2,400.00 82,325.000 1,646,500 014 TEMPORARY ALTERNATIVE CRASH EA 3,500.0000 192,500.00 43.000 150,500 CUSHION SYSTEM 015 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 0.028 3,500.00 0.730 91,250 016 PREPARE STORM WATER POLLUTION PREVENTION LS 12,000.0000 12,000.00 1.000 12,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 22,000.00 1.000 500.00 9.000 4,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,500.0000 30,000.00 5.000 7,500 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 650.0000 7,800.00 1.000 650.00 5.000 3,250 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 72,600.00 2,778.000 1,666.80 39,956.564 23,973 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 23.0000 10,350.00 476.000 10,948 PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 3.000 750.00 57.000 14,250 024 TEMPORARY FIBER ROLL LF 4.0000 218,000.00 150.000 600.00 6,441.000 25,764 025 TEMPORARY GRAVEL BAG BERM LF 12.0000 25,680.00 258.000 3,096 026 TEMPORARY LARGE SEDIMENT BARRIER LF 20.0000 55,000.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 150,000.00 1.000 10,000.00 12.000 120,000 028 STREET SWEEPING LS 825,000.0000 825,000.00 0.028 23,100.00 0.730 602,250 029 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.012 840.00 0.989 69,230 030 ADL BURIAL LOCATION REPORT LS 6,500.0000 6,500.00 0.000 0 031 TREATED WOOD WASTE LB 0.4000 90,400.00 232,261.800 92,904 032 BIRD EXCLUSION DEVICES LS 50,000.0000 50,000.00 0.298 14,900.00 1.000 50,000 033 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 17,055.00 4,500.000 20,250 034 CLEARING AND GRUBBING (LS) LS 460,000.0000 460,000.00 1.000 460,000 035 ROADWAY EXCAVATION CY 65.0000 3,646,500.00 304.000 19,760.00 56,482.050 3,671,333 036 ROADWAY EXCAVATION (TYPE R-1) CY 66.0000 346,500.00 5,250.000 346,500 (AERIALLY DEPOSITED LEAD) 037 STRUCTURAL EXCAVATION (SIGN FOUNDATION) CY 500.0000 249,000.00 498.000 249,000 (F) 038 STRUCTURE EXCAVATION (BRIDGE) CY 360.0000 268,920.00 747.000 268,920 (F) 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 130.0000 180,050.00 1,385.000 180,050 (F) 040 STRUCTURAL BACKFILL (SIGN FOUNDATION) CY 190.0000 48,830.00 32.300 6,137.00 257.000 48,830 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 220.0000 82,280.00 374.000 82,280 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 90.0000 222,660.00 2,474.000 222,660 (F) 043 DITCH EXCAVATION CY 70.0000 14,700.00 3.000 210.00 207.000 14,490 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.1000 273,000.00 134,751.930 282,979 CLASS A1 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.8000 364,000.00 134,751.930 377,305 046 ROADSIDE CLEARING LS 375,000.0000 375,000.00 1.000 375,000 047 TRANSPLANT PALM TREE (EA) EA 5,000.0000 125,000.00 24.000 120,000 048 MAINTAIN EXISTING PLANTED AREAS LS 60,000.0000 60,000.00 0.028 1,680.00 0.730 43,800 049 CHECK AND TEST EXISTING IRRIGATION LS 65,000.0000 65,000.00 1.000 65,000 FACILITIES PROGRAM CAS145 PAGE 3 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 OPERATE EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.028 420.00 0.730 10,950 051 REMOVE IRRIGATION FACILITY LS 50,000.0000 50,000.00 1.000 50,000 052 SALVAGE IRRIGATION FACILITY LS 12,000.0000 12,000.00 1.000 12,000 053 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 85.0000 28,050.00 193.000 16,405 054 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 95.0000 30,400.00 193.000 18,335 055 2" SUPPLY LINE (BRIDGE) LF 250.0000 124,000.00 496.000 124,000 (F) 056 3" SUPPLY LINE (BRIDGE) LF 300.0000 148,800.00 496.000 148,800 (F) 057 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 495.00 0.000 0 (SUPPLY LINE) 058 2" PLASTIC PIPE (CLASS 315) LF 11.0000 5,720.00 0.000 0 (SUPPLY LINE) 059 3" PLASTIC PIPE (CLASS 315) LF 22.0000 10,340.00 0.000 0 (SUPPLY LINE) 060 2" SPRINKLER CONTROL CONDUIT LF 40.0000 31,600.00 193.000 7,720 061 PVC PIPE CONDUIT (SLEEVE) LF 105.0000 3,150.00 28.000 2,940 062 8" CORRUGATED HIGH DENSITY LF 375.0000 20,625.00 55.000 20,625 POLYETHYLENE PIPE CONDUIT 063 12" CORRUGATED HIGH DENSITY LF 270.0000 116,100.00 329.000 88,830 POLYETHYLENE PIPE CONDUIT 064 12" WELDED STEEL PIPE CONDUIT LF 1,200.0000 48,000.00 0.000 0 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 3,600.00 2.000 1,800 066 IMPORTED TOPSOIL (CY) CY 115.0000 85,100.00 0.000 0 067 HYDROSEED SQFT 0.3200 48,640.00 43,781.000 14,009 068 COMPOST (CY) CY 52.0000 139,880.00 1,246.000 64,792 069 INCORPORATE MATERIALS SQFT 0.1000 14,200.00 71,053.000 7,105 070 CLASS 1 AGGREGATE SUBBASE CY 72.0000 1,677,600.00 23,925.980 1,722,670 071 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 272,800.00 19.940 2,193.40 2,502.350 275,258 072 HOT MIX ASPHALT (TYPE A) TON 125.0000 3,587,500.00 49.300 6,162.50 28,890.500 3,611,312 073 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 40.0000 2,400.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 30.0000 12,900.00 0.000 0 075 PLACE HOT MIX ASPHALT SQYD 185.0000 2,220.00 0.000 0 (MISCELLANEOUS AREA) 076 TACK COAT TON 900.0000 9,900.00 10.500 9,450 PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 156,600.00 51,792.500 103,585 078 REMOVE ASPHALT CONCRETE DIKE LF 11.0000 10,120.00 0.000 0 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 73,500.00 26.000 130.00 16,519.000 82,595 080 CONTINUOUSLY REINFORCED CONCRETE CY 398.0000 15,561,800.00 18.150 7,223.70 39,056.971 15,544,674 PAVEMENT 081 NEXT GENERATION CONCRETE SURFACING SQYD 16.0000 1,968,000.00 0.000 0 082 FURNISH 16" CLOSE ENDED PIPE PILE LF 100.0000 893,800.00 8,938.000 893,800 083 DRIVE 16" CLOSE ENDED PIPE PILE EA 1,750.0000 434,000.00 248.000 434,000 084 FURNISH PILING (CLASS 90) LF 100.0000 14,000.00 140.000 14,000 (ALTERNATIVE V) 085 DRIVE PILE (CLASS 90) EA 4,000.0000 16,000.00 4.000 16,000 (ALTERNATIVE V) 086 FURNISH PILING (CLASS 90) LF 90.0000 7,650.00 85.000 7,650 (ALTERNATIVE W) 087 DRIVE PILE (CLASS 90) EA 4,000.0000 16,000.00 4.000 16,000 (ALTERNATIVE W) 088 FURNISH PILING (CLASS 140) LF 100.0000 407,500.00 4,075.000 407,500 (ALTERNATIVE V) 089 DRIVE PILE (CLASS 140) EA 5,700.0000 427,500.00 75.000 427,500 (ALTERNATIVE V) 090 FURNISH PILING (CLASS 200) LF 75.0000 95,025.00 0.000 0 (F) (ALTERNATIVE W) 091 DRIVE PILE (CLASS 200) EA 3,000.0000 96,000.00 0.000 0 (F) (ALTERNATIVE W) 092 FURNISH 16" CAST-IN-STEEL SHELL LF 100.0000 430,300.00 6,032.000 603,200 CONCRETE PILING 093 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 2,750.0000 379,500.00 184.000 506,000 PILE 094 24" CAST-IN-DRILLED-HOLE CONCRETE LF 200.0000 1,145,600.00 7,458.000 1,491,600 PILING (SOUND WALL) 095 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,000.0000 192,000.00 48.000 96,000 PILE (SIGN FOUNDATION) 096 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,400.0000 19,200.00 8.000 19,200 (F) 097 STRUCTURAL CONCRETE (SIGN FOUNDATION) CY 1,000.0000 242,000.00 242.000 242,000 (F) 098 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 408,000.00 336.860 404,232 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 1,472,000.00 828.000 1,324,800 (F) (POLYMER FIBER) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 725,600.00 907.000 725,600 (F) 101 STRUCTURAL CONCRETE, (SOUND CY 1,550.0000 1,001,300.00 801.880 1,242,914 (F) WALL PILE CAP) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 831,600.00 693.000 831,600 (F) (TYPE N) 103 STRUCTURAL CONCRETE, BOX CULVERT CY 4,300.0000 808,400.00 188.000 808,400 (F) PROGRAM CAS145 PAGE 5 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, HEADWALL CY 3,200.0000 342,400.00 74.000 236,800 (F) 105 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 776,000.00 0.300 1,200.00 202.600 810,400 (F) 106 TEMPORARY DRAINAGE FACILITY EA 6,000.0000 120,000.00 20.000 120,000 107 MINOR CONCRETE CY 1,200.0000 64,800.00 54.000 64,800 (F) 108 JOINT SEAL (MR 1/2") LF 170.0000 84,830.00 0.000 0 109 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 192,245.30 147,500.790 191,751 (F) 110 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4000 207,194.40 147,996.000 207,194 (F) 111 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8500 40,082.60 47,156.000 40,082 (F) 112 BAR REINFORCING STEEL (SIGN FOUNDATION) LB 1.7500 81,802.00 46,744.000 81,802 (F) 113 BAR REINFORCING STEEL (EPOXY COATED) LB 3.2000 59,616.00 18,630.000 59,616 (F) (BRIDGE) 114 BAR REINFORCING STEEL (SOUND WALL LB 1.1000 149,223.80 43,330.000 47,663.00 220,291.000 242,320 PILE) 115 ASPHALT MEMBRANE WATERPROOFING SQFT 5.5000 19,998.00 0.000 0 (F) 116 FURNISH SIGN STRUCTURE (TRUSS) LB 5.2000 1,164,534.80 95,890.000 498,628 (F) 117 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 89,579.60 95,890.000 38,356 (F) 118 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 7,500.00 0.000 0 119 SOUND WALL (MASONRY BLOCK) SQFT 43.0000 3,028,834.00 1,451.000 62,393.00 82,576.000 3,550,768 (F) 120 ACCESS GATE (SOUND WALL) EA 8,500.0000 25,500.00 4.000 34,000 (F) 121 REMOVE SOUND WALL (SQFT) SQFT 12.0000 61,920.00 5,160.000 61,920 122 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 1.000 600,000 123 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 1.000 550,000 124 15" ALTERNATIVE PIPE CULVERT LF 435.0000 39,150.00 90.000 39,150 125 24" ALTERNATIVE PIPE CULVERT LF 320.0000 761,600.00 2,302.300 736,736 126 30" ALTERNATIVE PIPE CULVERT LF 410.0000 118,900.00 290.000 118,900 127 36" ALTERNATIVE PIPE CULVERT LF 600.0000 34,800.00 58.000 34,800 128 28" X 20" ALTERNATIVE PIPE ARCH CULVERT LF 400.0000 324,000.00 806.000 322,400 129 18" REINFORCED CONCRETE PIPE LF 500.0000 13,500.00 41.000 20,500 130 24" REINFORCED CONCRETE PIPE LF 450.0000 171,000.00 400.000 180,000 PROGRAM CAS145 PAGE 6 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 36" REINFORCED CONCRETE PIPE LF 495.0000 128,700.00 228.000 112,860 132 48" REINFORCED CONCRETE PIPE LF 585.0000 239,850.00 410.000 239,850 133 54" REINFORCED CONCRETE PIPE LF 625.0000 106,250.00 170.000 106,250 134 60" REINFORCED CONCRETE PIPE LF 680.0000 190,400.00 276.000 187,680 135 28" X 20" REINFORCED CONCRETE ARCH PIPE LF 450.0000 54,000.00 112.000 50,400 136 3" PLASTIC PIPE UNDERDRAIN LF 21.0000 38,220.00 1,818.000 38,178 137 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 60.0000 3,300.00 55.000 3,300 138 6" NON-PERFORATED PLASTIC PIPE LF 55.0000 14,300.00 260.000 14,300 UNDERDRAIN 139 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 150.0000 65,850.00 439.000 65,850 (F) 140 BIO-RETENTION SOIL CY 115.0000 124,200.00 1,100.000 126,500 141 24" CORRUGATED STEEL PIPE RISER LF 2,700.0000 8,910.00 4.000 10,800 (.079" THICK) 142 24" CONCRETE FLARED END SECTION EA 3,600.0000 10,800.00 3.000 10,800 143 ABANDON CULVERT (EA) EA 5,400.0000 54,000.00 10.000 54,000 144 REMOVE CULVERT (LF) LF 90.0000 132,300.00 1,350.000 121,500 145 REMOVE INLET EA 3,200.0000 35,200.00 15.000 48,000 146 REMOVE HEADWALL EA 3,600.0000 36,000.00 10.000 36,000 147 REMOVE MANHOLE EA 6,000.0000 42,000.00 7.000 42,000 148 ADJUST INLET EA 5,800.0000 69,600.00 12.000 69,600 149 ADJUST MANHOLE EA 5,800.0000 29,000.00 7.000 40,600 150 REMOVE CONCRETE (CHANNEL) CY 325.0000 39,000.00 120.000 39,000 151 RECONSTRUCT CONCRETE CHANNEL CY 3,550.0000 323,050.00 0.000 0 152 CAP INLET EA 7,200.0000 14,400.00 1.000 7,200 153 SAND BACKFILL CY 300.0000 36,000.00 93.100 27,930 154 SLOPE PAVING (CONCRETE) CY 2,750.0000 41,250.00 15.000 41,250 155 SLOPE PAVING (EXPOSED AGGREGATE) CY 2,800.0000 131,600.00 47.000 131,600 156 ROCK SLOPE PROTECTION CY 1,000.0000 34,000.00 33.200 33,200 (60 LB, CLASS II, METHOD B) (CY) 157 DETECTABLE WARNING SURFACE SQFT 65.0000 5,785.00 88.200 5,733 PROGRAM CAS145 PAGE 7 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 100,500.00 56.400 84,600 CONSTRUCTION) 159 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 18.0000 343,800.00 11,898.700 214,176 CONCRETE) 160 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 1,300.0000 120,900.00 96.792 125,829 AND DRIVEWAY) 161 MINOR CONCRETE (CURB RAMP) CY 3,200.0000 19,200.00 5.800 18,560 162 REMOVE CONCRETE CURB (LF) LF 12.0000 9,600.00 800.000 9,600 163 REMOVE CONCRETE (CURB AND GUTTER) LF 18.0000 15,660.00 861.200 15,501 164 REMOVE CONCRETE CY 330.0000 26,400.00 79.300 26,169 (CURB, GUTTER, AND SIDEWALK) (CY) 165 PCC DIKE (TYPE C) LF 80.0000 18,400.00 291.000 23,280 166 PCC DIKE (TYPE E) LF 32.0000 106,240.00 3,090.920 98,909 167 PCC DIKE (TYPE F) LF 40.0000 83,200.00 978.000 39,120.00 2,087.000 83,480 168 MISCELLANEOUS IRON AND STEEL LB 3.7500 84,352.50 8,150.000 30,562.50 20,212.000 75,795 (F) 169 PREPARE AND STAIN CONCRETE SQFT 35.0000 52,850.00 0.000 0 170 OXIDIZING STAIN SQFT 25.0000 21,250.00 850.000 21,250 171 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 106,800.00 8,073.030 121,095 172 CHAIN LINK FENCE (TYPE CL-6) LF 35.0000 43,050.00 819.900 28,696 173 6' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 10,000.00 0.000 0 174 REMOVE CHAIN LINK FENCE LF 12.0000 97,200.00 6,195.800 74,349 175 REMOVE GATE EA 500.0000 1,000.00 2.000 1,000 176 REMOVE PAVEMENT MARKER EA 1.0000 2,780.00 963.000 963 177 DELINEATOR (CLASS 1) EA 70.0000 8,400.00 0.000 0 178 GUARD RAILING DELINEATOR EA 20.0000 1,280.00 0.000 0 179 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 8,060.00 0.000 0 180 OBJECT MARKER (TYPE K) EA 135.0000 1,215.00 0.000 0 181 OBJECT MARKER (TYPE L) EA 100.0000 3,300.00 0.000 0 182 OBJECT MARKER (TYPE P) EA 100.0000 5,500.00 44.000 4,400 183 REMOVE ROADSIDE SIGN EA 175.0000 15,575.00 67.000 11,725 184 REMOVE ROADSIDE SIGN PANEL EA 150.0000 1,200.00 1.000 150 PROGRAM CAS145 PAGE 8 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 72,900.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 7,920.00 55.470 665 (0.063"-UNFRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,600.00 191.300 1,913 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 188 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,430.00 40.500 526 (0.080"-UNFRAMED) 189 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 5,300.00 160.000 1,600 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 234.00 12.500 225 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 1,680.00 0.000 0 (0.080"-FRAMED) 192 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,320.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 193 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 18,550.00 413.300 2,066 194 METAL (BARRIER MOUNTED SIGN) LB 19.0000 43,320.00 0.000 0 195 ROADSIDE SIGN - ONE POST EA 500.0000 41,000.00 28.000 14,000 196 ROADSIDE SIGN - TWO POST EA 800.0000 9,600.00 2.000 1,600 197 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 910.00 0.000 0 METHOD) 198 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 1,050.00 0.000 0 EXISTING POST 199 INSTALL FRAMED SIGN PANEL EA 3,000.0000 12,000.00 0.000 0 200 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 179,200.00 1,613.200 56,462.00 2,818.950 98,663 201 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 315,000.00 217.700 19,593.00 1,904.640 171,417 202 CONCRETE BARRIER (TYPE K) LF 15.0000 16,500.00 120.000 1,800 203 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 65.0000 68,900.00 0.000 0 204 TRANSITION RAILING (TYPE DTB) EA 5,200.0000 10,400.00 0.000 0 205 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 48,400.00 1.000 4,400.00 7.000 30,800 206 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 8,100.00 2.000 1,800.00 5.000 4,500 207 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 43,200.00 6.000 21,600 208 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 1,650.0000 245,850.00 149.000 245,850 209 CONCRETE BARRIER (TYPE 60M) LF 105.0000 896,700.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 CONCRETE BARRIER (TYPE 60MC) LF 175.0000 294,000.00 0.000 0 211 CONCRETE BARRIER (TYPE 60MD) LF 385.0000 26,565.00 35.000 13,475.00 69.000 26,565 212 CONCRETE BARRIER (TYPE 60MF) LF 440.0000 145,200.00 0.000 0 213 CONCRETE BARRIER (TYPE 60MS) LF 285.0000 57,000.00 0.000 0 214 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 285.0000 59,280.00 0.000 0 215 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 765.0000 79,560.00 104.000 79,560 (F) 216 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 220.0000 282,260.00 1,283.000 282,260 (F) 217 CONCRETE BARRIER TRANSITION LF 1,000.0000 57,000.00 29.570 29,570.00 38.900 38,900 218 REMOVE BARRIER LF 8.0000 132,000.00 16,511.000 132,088 219 REMOVE GUARDRAIL LF 6.5000 12,025.00 1,726.400 11,221 220 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 44,640.00 43,400.000 34,720 221 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 7,780.00 0.000 0 222 12" RUMBLE STRIP STA 225.0000 90,000.00 0.000 0 (CONCRETE PAVEMENT) 223 6" TRAFFIC STRIPE (WARRANTY) LF 3.0000 193,500.00 0.000 0 224 6" TRAFFIC STRIPE (WARRANTY) LF 1.5000 2,505.00 0.000 0 (BROKEN 17-7) 225 6" TRAFFIC STRIPE (WARRANTY) LF 1.5000 85,350.00 0.000 0 (BROKEN 36-12) 226 6" TRAFFIC STRIPE (WARRANTY) LF 1.5000 330.00 0.000 0 (BROKEN 8-4) 227 8" TRAFFIC STRIPE (WARRANTY) LF 4.0000 24,360.00 0.000 0 228 8" TRAFFIC STRIPE (WARRANTY) LF 2.0000 1,560.00 0.000 0 (BROKEN 12-3) 229 PAVEMENT MARKING (WARRANTY) SQFT 14.0000 39,760.00 0.000 0 230 CONTRAST STRIPE PAINT (1-COAT) LF 0.2000 18,960.00 58,924.760 11,784 231 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,825.0000 2,825.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 232 CAMERA SYSTEMS LS 130,000.0000 130,000.00 0.100 13,000 233 MODIFYING LIGHTING SYSTEMS LS 625,000.0000 625,000.00 0.005 3,125.00 0.814 508,750 234 MODIFYING TRAFFIC MONITORING STATIONS LS 80,000.0000 80,000.00 0.367 29,360 PROGRAM CAS145 PAGE 10 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 07:11 AM ESTIMATE NO. 023 BID OPENING 03/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 651,386.90 62,261,862.18 ADJUSTMENT OF COMPENSATION 0.00 2,304,322.13 EXTRA WORK 123,423.70 1,770,632.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 774,810.60 66,336,816.63 235 MOBILIZATION LS 8,854,071.0000 8,854,071.00 1.000 8,854,071 ORIGINAL CONTRACT AMOUNT 79,730,894.20 TOTAL WORK COMPLETED 774,810.60 75,190,887.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -923,933.38 TOTAL 764,810.60 74,266,954.25 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 235 MOBILIZATION 7,973,089.42 8,854,071.00 880,981.58 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 04/02/20 580 04/10/20 04/10/20 09/23/22 423 22 13 0 85% 71% PROGRESS IS SATISFACTORY MERLO, TAYLOR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22