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. 016 TIME 04:16 PM 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 0032 479.06 E.W. @ F.A.(+) 021021 N 0032 0 0037 6,057.81 122220 N 0037 0 009 0004 759.11 E.W. @ F.A.(+) 032621 N 0004 0 0005 3,341.26 041621 N 0005 0 0006 6,666.07 042221 N 0006 0 014 0016 369.80 E.W. @ F.A.(+) 052521 N 0016 0 019 0019 510.26 E.W. @ F.A.(+) 100120 N 0051.0 0020 510.26 100820 N 0052.0 0021 510.26 101520 N 0053.0 0024 545.70 111920 N 0061.0 0025 545.70 120720 N 0062.0 0026 26,763.87 092520 N 0026 0 0027 22,595.76 050620 N 0027 0 0028 597.65 122120 N 0066.0 033 0002 3,902.35 E.W. @ F.A.(+) 102120 N 0002 0 0003 3,864.93 102220 N 0003 0 0005 3,552.42 102620 N 0005 0 038 0001 28,415.11 A.C. @ L.S.(+) 060321 N 0001 0 044 0004 19,535.05 E.W. @ F.A.(+) 021321 N 0004 0 053 0003 1,483.71 E.W. @ F.A.(+) 021721 N 0003 0 0004 3,494.84 040621 N 0004 0 059 0001 -40,887.50 A.C. @ L.S.(-) 061521 N 0001 0 93,613.48 TOTAL THIS ESTIMATE 3,550,720.60 TOTAL PREVIOUS ESTIMATE 3,644,334.08 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. 016 TIME 04:16 PM R.E. NAME: MERLO, TAYLOR 05-0N71U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE OPENING -20,674.00 015 0.00 -20,674.00 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 18,000.00 0.00 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 18,000.00 -901,655.58 PROGRAM CAS145 PAGE 1 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR DATE OF THIS ESTIMATE 06/21/21 LOCATION PROGRESS ESTIMATE 05-SB-101-1.4/4.8 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY IN P O 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 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 12,500.0000 7,250,000.00 20.000 250,000.00 284.000 3,550,000 004 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 0.035 45,500.00 0.490 637,000 006 TYPE III BARRICADE EA 90.0000 2,430.00 6.000 540.00 18.000 1,620 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2000 451.20 297.000 950 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1500 171,350.00 227,223.000 261,306 009 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 24,000.00 29.000 928.00 565.000 18,080 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.035 875.00 0.490 12,250 SYSTEMS 011 TEMPORARY PAVEMENT MARKER EA 3.2000 7,040.00 2,985.000 9,552 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.035 2,625.00 0.490 36,750 013 TEMPORARY RAILING (TYPE K) LF 20.0000 1,752,000.00 660.000 13,200.00 71,100.000 1,422,000 014 TEMPORARY ALTERNATIVE CRASH EA 3,500.0000 192,500.00 1.000 3,500.00 39.000 136,500 CUSHION SYSTEM 015 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 0.035 4,375.00 0.490 61,250 016 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 5.000 2,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,500.0000 30,000.00 4.000 6,000 019 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 3.000 1,950 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 72,600.00 28,323.104 16,993 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 23.0000 10,350.00 450.000 10,350 PROGRAM CAS145 PAGE 2 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 42.000 10,500 024 TEMPORARY FIBER ROLL LF 4.0000 218,000.00 6,291.000 25,164 025 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 9.000 90,000 028 STREET SWEEPING LS 825,000.0000 825,000.00 0.035 28,875.00 0.490 404,250 029 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.053 3,710.00 0.689 48,230 030 ADL BURIAL LOCATION REPORT LS 6,500.0000 6,500.00 0.000 0 031 TREATED WOOD WASTE LB 0.4000 90,400.00 229,499.000 91,799 032 BIRD EXCLUSION DEVICES LS 50,000.0000 50,000.00 0.035 1,750.00 0.490 24,500 033 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 0.900 414,000 035 ROADWAY EXCAVATION CY 65.0000 3,646,500.00 415.500 27,007.50 44,776.350 2,910,462 036 ROADWAY EXCAVATION (TYPE R-1) CY 66.0000 346,500.00 4,836.000 319,176 (AERIALLY DEPOSITED LEAD) 037 STRUCTURAL EXCAVATION (SIGN FOUNDATION) CY 500.0000 249,000.00 0.400 200.00 498.000 249,000 (F) 038 STRUCTURE EXCAVATION (BRIDGE) CY 360.0000 268,920.00 282.000 101,520.00 747.000 268,920 (F) 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 130.0000 180,050.00 197.000 25,610.00 1,385.000 180,050 (F) 040 STRUCTURAL BACKFILL (SIGN FOUNDATION) CY 190.0000 48,830.00 64.200 12,198.00 224.700 42,693 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 220.0000 82,280.00 220.000 48,400 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 90.0000 222,660.00 0.000 0 (F) 043 DITCH EXCAVATION CY 70.0000 14,700.00 204.000 14,280 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.1000 273,000.00 5,794.000 12,167.40 99,442.710 208,829 CLASS A1 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.8000 364,000.00 5,794.000 16,223.20 99,442.710 278,439 046 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 0.005 300.00 0.489 29,340 049 CHECK AND TEST EXISTING IRRIGATION LS 65,000.0000 65,000.00 1.000 65,000 FACILITIES PROGRAM CAS145 PAGE 3 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 050 OPERATE EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.034 510.00 0.489 7,335 051 REMOVE IRRIGATION FACILITY LS 50,000.0000 50,000.00 0.750 37,500 052 SALVAGE IRRIGATION FACILITY LS 12,000.0000 12,000.00 1.000 12,000 053 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 85.0000 28,050.00 127.000 10,795 054 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 95.0000 30,400.00 127.000 12,065 055 2" SUPPLY LINE (BRIDGE) LF 250.0000 124,000.00 247.500 61,875 (F) 056 3" SUPPLY LINE (BRIDGE) LF 300.0000 148,800.00 247.500 74,250 (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 31,600.00 127.000 5,080 061 PVC PIPE CONDUIT (SLEEVE) LF 105.0000 3,150.00 7.000 735 062 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 116,100.00 225.000 60,750 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 1.000 900 066 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 139,880.00 646.000 33,592 069 INCORPORATE MATERIALS SQFT 0.1000 14,200.00 30,181.000 3,018 070 CLASS 1 AGGREGATE SUBBASE CY 72.0000 1,677,600.00 1,539.060 110,812.32 18,705.010 1,346,760 071 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 272,800.00 2,429.420 267,236 072 HOT MIX ASPHALT (TYPE A) TON 125.0000 3,587,500.00 1,247.060 155,882.50 22,560.510 2,820,063 073 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 0.485 436.50 9.875 8,887 PROGRAM CAS145 PAGE 4 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 156,600.00 803.300 1,606 078 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 16,493.000 82,465 080 CONTINUOUSLY REINFORCED CONCRETE CY 398.0000 15,561,800.00 2,200.000 875,600.00 27,765.221 11,050,557 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 8,938.000 893,800.00 8,938.000 893,800 083 DRIVE 16" CLOSE ENDED PIPE PILE EA 1,750.0000 434,000.00 248.000 434,000.00 248.000 434,000 084 FURNISH PILING (CLASS 90) LF 100.0000 14,000.00 34.900 3,490.00 140.000 14,000 (ALTERNATIVE V) 085 DRIVE PILE (CLASS 90) EA 4,000.0000 16,000.00 1.000 4,000.00 4.000 16,000 (ALTERNATIVE V) 086 FURNISH PILING (CLASS 90) LF 90.0000 7,650.00 37.700 3,393.00 85.000 7,650 (ALTERNATIVE W) 087 DRIVE PILE (CLASS 90) EA 4,000.0000 16,000.00 2.000 8,000.00 4.000 16,000 (ALTERNATIVE W) 088 FURNISH PILING (CLASS 140) LF 100.0000 407,500.00 1,562.500 156,250.00 4,075.000 407,500 (ALTERNATIVE V) 089 DRIVE PILE (CLASS 140) EA 5,700.0000 427,500.00 29.000 165,300.00 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 2,187.800 218,780.00 6,210.800 621,080 CONCRETE PILING 093 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 2,750.0000 379,500.00 30.000 82,500.00 147.000 404,250 PILE 094 24" CAST-IN-DRILLED-HOLE CONCRETE LF 200.0000 1,145,600.00 726.000 145,200.00 6,329.989 1,265,997 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 4.800 11,520 (F) 097 STRUCTURAL CONCRETE (SIGN FOUNDATION) CY 1,000.0000 242,000.00 60.200 60,200.00 234.700 234,700 (F) 098 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 408,000.00 197.000 236,400 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 1,472,000.00 550.200 880,320 (F) (POLYMER FIBER) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 725,600.00 230.000 184,000.00 230.000 184,000 (F) 101 STRUCTURAL CONCRETE, (SOUND CY 1,550.0000 1,001,300.00 542.000 840,100 (F) WALL PILE CAP) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 831,600.00 405.000 486,000 (F) (TYPE N) 103 STRUCTURAL CONCRETE, BOX CULVERT CY 4,300.0000 808,400.00 62.000 266,600.00 188.000 808,400 (F) PROGRAM CAS145 PAGE 5 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, HEADWALL CY 3,200.0000 342,400.00 39.300 125,760 (F) 105 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 776,000.00 11.790 47,160.00 124.860 499,440 (F) 106 TEMPORARY DRAINAGE FACILITY EA 6,000.0000 120,000.00 10.000 60,000 107 MINOR CONCRETE CY 1,200.0000 64,800.00 0.000 0 (F) 108 JOINT SEAL (MR 1/2") LF 170.0000 84,830.00 0.000 0 109 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 192,245.30 110,251.000 143,326 (F) 110 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4000 207,194.40 37,536.000 52,550.40 37,536.000 52,550 (F) 111 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8500 40,082.60 17,000.000 14,450.00 46,638.000 39,642 (F) 112 BAR REINFORCING STEEL (SIGN FOUNDATION) LB 1.7500 81,802.00 7,223.000 12,640.25 46,744.000 81,802 (F) 113 BAR REINFORCING STEEL (EPOXY COATED) LB 3.2000 59,616.00 11,141.000 35,651 (F) (BRIDGE) 114 BAR REINFORCING STEEL (SOUND WALL LB 1.1000 149,223.80 16,525.000 18,177.50 150,653.000 165,718 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 10,842.000 466,206.00 41,235.000 1,773,105 (F) 120 ACCESS GATE (SOUND WALL) EA 8,500.0000 25,500.00 2.000 17,000 (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 0.350 210,000.00 0.900 540,000 123 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 0.330 181,500.00 0.910 500,500 124 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 60.000 19,200.00 1,721.600 550,912 126 30" ALTERNATIVE PIPE CULVERT LF 410.0000 118,900.00 109.200 44,772.00 289.200 118,572 127 36" ALTERNATIVE PIPE CULVERT LF 600.0000 34,800.00 8.800 5,280.00 57.800 34,680 128 28" X 20" ALTERNATIVE PIPE ARCH CULVERT LF 400.0000 324,000.00 544.000 217,600 129 18" REINFORCED CONCRETE PIPE LF 500.0000 13,500.00 41.000 20,500 130 24" REINFORCED CONCRETE PIPE LF 450.0000 171,000.00 134.500 60,525.00 399.500 179,775 PROGRAM CAS145 PAGE 6 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 131 36" REINFORCED CONCRETE PIPE LF 495.0000 128,700.00 192.000 95,040 132 48" REINFORCED CONCRETE PIPE LF 585.0000 239,850.00 160.000 93,600 133 54" REINFORCED CONCRETE PIPE LF 625.0000 106,250.00 0.000 0 134 60" REINFORCED CONCRETE PIPE LF 680.0000 190,400.00 0.000 0 135 28" X 20" REINFORCED CONCRETE ARCH PIPE LF 450.0000 54,000.00 82.000 36,900 136 3" PLASTIC PIPE UNDERDRAIN LF 21.0000 38,220.00 0.000 0 137 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 65,850.00 357.000 53,550 (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 1.000 3,600.00 3.000 10,800 143 ABANDON CULVERT (EA) EA 5,400.0000 54,000.00 8.000 43,200 144 REMOVE CULVERT (LF) LF 90.0000 132,300.00 268.000 24,120.00 1,190.000 107,100 145 REMOVE INLET EA 3,200.0000 35,200.00 4.000 12,800.00 14.000 44,800 146 REMOVE HEADWALL EA 3,600.0000 36,000.00 7.000 25,200 147 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 5.000 29,000 150 REMOVE CONCRETE (CHANNEL) CY 325.0000 39,000.00 62.700 20,377 151 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 0.000 0 155 SLOPE PAVING (EXPOSED AGGREGATE) CY 2,800.0000 131,600.00 3.000 8,400.00 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 75.600 4,914 PROGRAM CAS145 PAGE 7 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,850.200 69,303.60 7,817.100 140,707 CONCRETE) 160 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 1,300.0000 120,900.00 83.050 107,965 AND DRIVEWAY) 161 MINOR CONCRETE (CURB RAMP) CY 3,200.0000 19,200.00 4.970 15,904 162 REMOVE CONCRETE CURB (LF) LF 12.0000 9,600.00 800.000 9,600 163 REMOVE CONCRETE (CURB AND GUTTER) LF 18.0000 15,660.00 100.000 1,800.00 281.100 5,059 164 REMOVE CONCRETE CY 330.0000 26,400.00 76.600 25,278 (CURB, GUTTER, AND SIDEWALK) (CY) 165 PCC DIKE (TYPE C) LF 80.0000 18,400.00 176.000 14,080 166 PCC DIKE (TYPE E) LF 32.0000 106,240.00 2,009.920 64,317 167 PCC DIKE (TYPE F) LF 40.0000 83,200.00 759.000 30,360 168 MISCELLANEOUS IRON AND STEEL LB 3.7500 84,352.50 12,062.000 45,232 (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 1,157.230 17,358.45 7,573.030 113,595 172 CHAIN LINK FENCE (TYPE CL-6) LF 35.0000 43,050.00 7.000 245 173 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 97,200.00 297.950 3,575.40 5,695.800 68,349 175 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 1.000 100.00 40.000 4,000 183 REMOVE ROADSIDE SIGN EA 175.0000 15,575.00 39.000 6,825 184 REMOVE ROADSIDE SIGN PANEL EA 150.0000 1,200.00 1.000 150 PROGRAM CAS145 PAGE 8 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,062.000 37,170 201 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 315,000.00 0.000 0 202 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 6.000 26,400 206 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 8,100.00 1.000 900 207 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 43,200.00 4.000 14,400 208 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 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 13,090 212 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 93.600 71,604 (F) 216 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 220.0000 282,260.00 794.000 174,680.00 988.500 217,470 (F) 217 CONCRETE BARRIER TRANSITION LF 1,000.0000 57,000.00 9.330 9,330 218 REMOVE BARRIER LF 8.0000 132,000.00 16,511.000 132,088 219 REMOVE GUARDRAIL LF 6.5000 12,025.00 1,625.600 10,566 220 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 50,030.000 10,006 231 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 0.000 0 233 MODIFYING LIGHTING SYSTEMS LS 625,000.0000 625,000.00 0.490 306,250 234 MODIFYING TRAFFIC MONITORING STATIONS LS 80,000.0000 80,000.00 0.081 6,480 PROGRAM CAS145 PAGE 10 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N71U4 TIME 04:16 PM ESTIMATE NO. 016 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 06/20/21 R.E. NAME: MERLO, TAYLOR 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 5,768,057.02 45,515,462.52 ADJUSTMENT OF COMPENSATION -12,472.39 2,027,007.46 EXTRA WORK 106,085.87 1,617,326.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,861,670.50 49,159,796.60 235 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 5,861,670.50 58,013,867.60 MATERIALS ON HAND ON SITE -441,749.95 27,171.67 DEDUCTIONS 18,000.00 -901,655.58 TOTAL 5,437,920.55 57,139,383.69 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 09/16/22 284 14 13 0 66% 48% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY MERLO, TAYLOR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/21