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 10/26/20 EST. NO. 049 TIME 05:34 PM R.E. NAME: KLINE, JASON 05-4482U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 021 0050 88.49 E.W. @ F.A.(+) 072420 N 1711.0 0051 171.26 080720 N 1712.0 027 0026 559.69 E.W. @ F.A.(+) 053120 N 1715.0 057 0004 383.30 E.W. @ F.A.(+) 090420 N 1801.0 108 0001-1 -3,777.28 E.W. @ F.A.(+) 062719 Y 1200.0 DAO CORRECTING ENTRY 0002-1 -3,903.89 070219 Y 1218.0 DAO CORRECTING ENTRY 0003-1 -2,380.37 032420 N 1553.0 DAO CORRECTING ENTRY 0004-1 -542.21 032520 N 1555.0 DAO CORRECTING ENTRY 0008-1 -4,500.69 040620 N 1645.0 DAO CORRECTING ENTRY 109 0003-1 3,023.40 A.C. @ L.S.(-) 082520 N 0001 0 DAO CORRECTING ENTRY 124 0005 2,517.75 E.W. @ F.A.(+) 072020 N 1698.0 0007 323.30 063020 N 1700.0 0008 5,833.96 070820 N 1718.0 0011 2,852.51 081120 N 1722.0 137 0001 5,767.71 E.W. @ F.A.(+) 082620 N 1756.0 0002 2,288.14 083120 N 1785.0 138 0001 2,305.34 E.W. @ F.A.(+) 070820 N 1723.0 139 0003 3,876.99 E.W. @ F.A.(+) 083120 N 1802.0 144 0007 2,480.80 E.W. @ F.A.(+) 080220 N 1732.0 0009 2,160.31 080420 N 1734.0 0010 2,480.80 080420 N 1735.0 0011 2,342.80 080420 N 1736.0 152 0007 3,288.49 E.W. @ F.A.(+) 082020 N 1707.0 0013 5,580.40 080720 N 1742.1 160 0004 218.30 E.W. @ F.A.(+) 090420 N 1804.0 162 0002 1,301.74 E.W. @ F.A.(+) 082520 N 1709.0 34,741.04 TOTAL THIS ESTIMATE 5,969,163.63 TOTAL PREVIOUS ESTIMATE 6,003,904.67 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 10/26/20 EST. NO. 049 TIME 05:34 PM R.E. NAME: KLINE, JASON 05-4482U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 004 ASPHALT -25,110.00 005 CL 11 R VALUE FAIL -4,500.00 005 OVERCOMPACTION -2,615.65 005 SOURCE INSPECTION -5,000.00 006 FAILED HMA TESTS -9,000.00 008 FAILED HMS TESTS 25,110.00 009 FAILED GRADATIONS -423.50 011 PILE ANOMALIES -2,000.00 011 MISS ANNUAL CEM-4401 -10,000.00 016 SWPPP NON-PERFORM -82,962.71 027 SWPPP NON PERFOMANCE 82,962.71 028 PILE ANAMOLY LEFT -500.00 030 SURVEY RESTAKE RQUST -4,792.50 033 HMA FAILED TESTING -1,950.77 034 3RD PARTY TEST COST -1,173.00 034 HMA TEST FAILURE RTN 1,173.00 037 MISS ANNUAL CEM-4401 -10,000.00 040 RECD ANNUAL CEM-4401 10,000.00 041 SWPPP NON PERF -5,000.00 042 0.00 -55,782.42 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 012 MISS PAYROLLS -5,000.00 013 RECD PAYROLLS#12/13 10,000.00 015 MISS PAYROLLS -10,000.00 019 MISS PAYROLLS -5,000.00 022 MISS PAYROLLS -5,000.00 024 MISS PAYROLLS -10,000.00 025 MISS PAYROLLS -10,000.00 028 MISS PAYROLLS -10,000.00 030 RECD PAYROLLS #19 10,000.00 030 RECD PAYROLLS #22,24 10,000.00 031 RECD PAYROLLS #25,28 20,000.00 031 RECD PAYROLLS #30 10,000.00 031 MISS PAYROLLS -10,000.00 032 MISS PAYROLLS -10,000.00 033 MISS PAYROLLS -10,000.00 034 MISS PAYROLLS -8,000.00 035 MISS PAYROLLS -10,000.00 036 MISS PAYROLLS -10,000.00 037 MISS PAYROLLS -10,000.00 038 MISSING PAYROLL -10,000.00 039 MISS PAYROLLS -5,000.00 040 MISS PAYROLLS -10,000.00 041 MISS PAYROLLS -10,000.00 042 MISS PAYROLLS -10,000.00 044 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/26/20 EST. NO. 049 TIME 05:34 PM R.E. NAME: KLINE, JASON 05-4482U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PAYROLLS -10,000.00 045 MISS PAYROLLS -2,000.00 046 RECD #34,36,40,40,44 35,000.00 046 RECD PYRLS #35,37,45 28,000.00 047 MISS PAYROLLS -6,000.00 048 RECD PYRLS 39,41,46 22,000.00 048 MISS PAYROLLS -2,000.00 049 -2,000.00 -48,000.00 TOTAL DEDUCTIONS -2,000.00 -103,782.42 PROGRAM CAS145 PAGE 1 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 LOCATION PROGRESS ESTIMATE 05-SB-101-2.2/3.3 ----------------- SECURITY PAVING COMPANY, INC. IN SANTA BARBARA COUNTY 13170 TELFAIR AVE IN CARPINTERIA FROM 0.2 MILE SYLMAR CA 91342 SOUTH OF CARPINTERIA CREEK BRIDGE TO 0.3 MILE NORTH OF LINDEN AVENUE OVERCROSSING FED. AID NO. NHP-Q101(290)E RECONSTRUCT INTERCHANGES (2) AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 50,000.0000 50,000.00 0.750 37,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,450.0000 1,450,000.00 955.000 1,384,750 004 CONSTRUCTION AREA SIGNS LS 250,000.0000 250,000.00 0.900 225,000 005 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.010 9,000.00 1.000 900,000 006 TYPE III BARRICADE EA 90.0000 9,900.00 46.000 4,140 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 2,075.00 3,022.000 7,555 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.7000 13,107.00 3,486.000 5,926 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 68,700.00 215,180.500 64,554 010 CHANNELIZER (SURFACE MOUNTED) EA 39.0000 36,660.00 844.000 32,916 011 TEMPORARY PAVEMENT MARKER EA 3.1000 11,563.00 3,255.000 10,090 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 76,000.0000 76,000.00 0.991 75,316 013 TEMPORARY RAILING (TYPE K) LF 8.5000 621,350.00 69,372.000 589,662 014 TEMPORARY CRASH CUSHION MODULE EA 165.0000 74,250.00 375.000 61,875 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,700.0000 108,300.00 20.000 114,000 016 JOB SITE MANAGEMENT LS 410,000.0000 410,000.00 1.000 410,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 15,000.0000 15,000.00 1.000 15,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 43.000 21,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 530.0000 28,620.00 23.000 12,190 020 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 4.000 8,000 021 MOVE-IN/MOVE-OUT EA 390.0000 7,800.00 15.028 5,860 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 160,000.00 160,506.000 128,404 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 4.2500 3,825.00 997.000 4,237 024 TEMPORARY DRAINAGE INLET PROTECTION EA 290.0000 40,600.00 86.000 24,940 025 TEMPORARY FIBER ROLL LF 3.9000 99,840.00 42,720.500 166,609 026 TEMPORARY GRAVEL BAG BERM LF 4.2500 42,500.00 3,129.000 13,298 027 TEMPORARY LARGE SEDIMENT BARRIER LF 15.5000 23,250.00 1,817.000 28,163 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 40,000.00 6.000 24,000 029 STREET SWEEPING LS 525,000.0000 525,000.00 0.010 5,250.00 1.000 525,000 030 TEMPORARY CONCRETE WASHOUT LS 38,000.0000 38,000.00 1.000 38,000 031 TEMPORARY FENCE (TYPE ESA) LF 3.7000 13,875.00 5,082.000 18,803 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 10,875.00 14,004.000 10,503 STRIPE (HAZARDOUS WASTE) 033 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000 034 TREATED WOOD WASTE LB 0.2500 10,075.00 42,683.400 10,670 035 BIRD EXCLUSION DEVICES LS 32,000.0000 32,000.00 1.000 32,000 036 ABANDON CULVERT (EA) EA 3,280.0000 68,880.00 21.000 68,880 037 DESTROY WELL EA 5,000.0000 5,000.00 1.000 5,000 038 REMOVE WOOD FENCE LF 13.0000 2,860.00 220.000 2,860 039 REMOVE CHAIN LINK FENCE LF 8.5000 61,625.00 7,115.000 60,477 040 REMOVE GATE EA 160.0000 640.00 3.000 480 041 REMOVE BARRIER LF 8.5000 83,300.00 10,662.000 90,627 042 REMOVE GUARDRAIL LF 8.5000 15,640.00 1,810.000 15,385 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 44,450.00 84,665.500 29,632 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,360.00 19,685.000 8,858 045 REMOVE PAVEMENT MARKER EA 1.0000 4,020.00 3,364.000 3,364 046 REMOVE ROADSIDE SIGN EA 145.0000 14,500.00 35.000 5,075 047 REMOVE ROADSIDE SIGN EA 145.0000 1,160.00 8.000 1,160 (STRAP AND SADDLE BRACKET METHOD) 048 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 3,456.00 3,288.000 5,260 049 REMOVE CULVERT (LF) LF 21.0000 45,990.00 467.160 9,810 PROGRAM CAS145 PAGE 3 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,535.0000 56,795.00 24.000 36,840 051 REMOVE HEADWALL EA 1,270.0000 6,350.00 2.000 2,540 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 6,100.00 3,050.000 6,100 053 REMOVE BASE AND SURFACING CY 32.0000 1,312.00 41.000 1,312 054 RESET ROADSIDE SIGN EA 220.0000 1,760.00 1.000 220 055 RELOCATE ROADSIDE SIGN EA 220.0000 3,080.00 5.000 1,100.00 5.000 1,100 056 ADJUST MANHOLE TO GRADE EA 1,272.0000 24,168.00 19.000 24,168 057 ADJUST UTILITY COVER TO GRADE EA 1,272.0000 25,440.00 4.000 5,088 058 MODIFY MANHOLE EA 2,650.0000 2,650.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 12,555.00 947.360 4,263 060 REMOVE CONCRETE CURB (LF) LF 6.0000 18,360.00 3,504.000 21,024 061 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 14.0000 3,500.00 242.000 3,388 062 REMOVE CONCRETE (CHANNEL) CY 32.0000 13,120.00 330.380 10,572 063 REMOVE CONCRETE LF 6.0000 19,500.00 3,421.000 20,526 (CURB, GUTTER, AND SIDEWALK) (LF) 064 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 35.0000 26,950.00 710.400 24,864 065 SAND BACKFILL CY 113.0000 55,370.00 513.100 57,980 066 BRIDGE REMOVAL, LOCATION A LS 300,000.0000 300,000.00 1.000 300,000 067 BRIDGE REMOVAL, LOCATION B LS 231,000.0000 231,000.00 1.000 231,000 068 BRIDGE REMOVAL, LOCATION C LS 215,000.0000 215,000.00 1.000 215,000 069 CLEARING AND GRUBBING (LS) LS 400,000.0000 400,000.00 1.000 400,000 070 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 1.000 150,000 071 DUST PALLIATIVE LS 67,500.0000 67,500.00 0.748 50,490 072 ROADWAY EXCAVATION CY 16.0000 1,624,000.00 102,623.000 1,641,968 073 ROADWAY EXCAVATION (TYPE Y-1) CY 28.0000 344,400.00 12,750.200 357,005 (AERIALLY DEPOSITED LEAD) 074 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 189,216.00 5,256.000 189,216 (F) 075 STRUCTURE EXCAVATION (TYPE D) CY 40.0000 491,480.00 12,287.000 491,480 (F) 076 STRUCTURE EXCAVATION (RETAINING WALL) CY 36.0000 163,044.00 4,442.000 159,912 (F) PROGRAM CAS145 PAGE 4 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PERMEABLE MATTRESS CY 105.0000 147,525.00 1,405.000 147,525 (F) 078 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 343,805.00 3,707.770 352,238 (F) 079 STRUCTURE BACKFILL (RETAINING WALL) CY 78.0000 685,776.00 8,698.000 678,444 (F) 080 PERVIOUS BACKFILL MATERIAL (RETAINING CY 66.0000 14,586.00 221.000 14,586 (F) WALL) 081 IMPORTED BORROW (CY) CY 51.0000 77,010.00 1,510.000 77,010 082 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0000 440.00 110.000 440 CLASS B3 083 ROCK BLANKET SQFT 34.0000 94,180.00 2,768.000 94,112 084 LIVE SILTATION LF 102.0000 107,100.00 680.000 69,360 085 WILLOW POLES EA 81.0000 81,000.00 754.000 61,074 086 BRUSH LAYERING LF 373.0000 67,140.00 140.000 52,220 087 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.080 8,000.00 0.952 95,200 088 TREE GRATE EA 1,900.0000 39,900.00 20.000 38,000 089 3" SUPPLY LINE (BRIDGE) LF 87.0000 112,665.00 1,494.000 129,978 (F) 090 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.5000 630.00 206.000 721 (F) LINE) 091 2" PLASTIC PIPE (CLASS 315) LF 30.0000 91,200.00 3,355.000 100,650 (F) (SUPPLY LINE) 092 3" PLASTIC PIPE (CLASS 315) LF 43.0000 58,050.00 1,491.000 64,113 (F) (SUPPLY LINE) 093 2" SPRINKLER CONTROL CONDUIT LF 24.0000 49,440.00 1,851.000 44,424 094 6" SCHEDULE 40 PIPE CONDUIT LF 33.0000 11,550.00 391.000 12,903 095 8" CORRUGATED HIGH DENSITY LF 119.0000 135,660.00 1,322.000 157,318 POLYETHYLENE PIPE CONDUIT 096 10" CORRUGATED HIGH DENSITY LF 121.0000 108,900.00 877.000 106,117 POLYETHYLENE PIPE CONDUIT 097 12" WELDED STEEL PIPE CONDUIT LF 180.0000 11,700.00 145.000 26,100 098 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 3,900.00 2.000 1,300 099 IMPORTED TOPSOIL (CY) CY 75.0000 98,250.00 1,140.000 85,500 100 DUFF ACRE 6,900.0000 22,770.00 3.480 24,012 101 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.6200 14,446.00 23,300.000 14,446 102 HYDROMULCH SQFT 0.0300 17,910.00 50,500.000 1,515 103 COMPOST BERM LF 4.1000 81,180.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRAW SQFT 0.0500 22,750.00 8,700.000 435 105 HYDROSEED SQFT 0.0800 47,760.00 50,500.000 4,040 106 COMPOST (TYPE 1) SQFT 0.8000 113,600.00 114,900.000 91,920 107 COMPOST (TYPE 2) SQFT 0.2900 131,950.00 376,860.000 109,289 108 INCORPORATE MATERIALS SQFT 0.1200 17,040.00 108,900.000 13,068 109 CLASS 1 AGGREGATE SUBBASE CY 26.0000 699,400.00 29,477.802 766,422 110 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 792,000.00 17,650.563 794,275 111 LEAN CONCRETE BASE RAPID SETTING CY 290.0000 675,700.00 2,208.865 640,570 112 BASE BOND BREAKER SQFT 1.0000 730.00 730.000 730 113 PREPAVING INERTIAL PROFILER LS 4,100.0000 4,100.00 0.000 0 114 HOT MIX ASPHALT (TYPE A) TON 93.0000 2,362,200.00 28,145.180 2,617,501 115 DATA CORE LS 2,500.0000 2,500.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.0000 1,050.00 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 14,420.00 1,738.500 12,169 118 PLACE HOT MIX ASPHALT SQYD 19.0000 4,560.00 0.000 0 (MISCELLANEOUS AREA) 119 TACK COAT TON 550.0000 13,750.00 38.200 21,010 120 CONTINUOUSLY REINFORCED CONCRETE CY 315.0000 3,906,000.00 13,679.657 4,309,091 PAVEMENT 121 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 24,000.00 79.700 23,910 122 MECHANICALLY STABILIZED EMBANKMENT SQFT 68.0000 392,088.00 5,766.000 392,088 (F) (MODIFIED), LOCATION A 123 MECHANICALLY STABILIZED EMBANKMENT SQFT 73.0000 163,228.00 2,236.000 163,228 (F) (MODIFIED), LOCATION B 124 TEMPORARY SUPPORT LS 26,500.0000 26,500.00 1.000 26,500 125 TEMPORARY PEDESTRIAN WALKWAY LS 136,000.0000 136,000.00 1.000 136,000 126 FURNISH 48" STEEL PIPE PILING LF 460.0000 133,860.00 291.000 133,860 127 DRIVE 48" STEEL PIPE PILING EA 35,500.0000 142,000.00 4.000 142,000 128 FURNISH PILING (CLASS 140) LF 45.0000 11,610.00 258.100 11,614 (ALTERNATIVE W) 129 DRIVE PILE (CLASS 140) EA 1,650.0000 16,500.00 10.000 16,500 (ALTERNATIVE W) 130 FURNISH PILING (CLASS 200) LF 55.0000 883,025.00 16,795.050 923,727 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 200) EA 1,675.0000 505,850.00 302.000 505,850 (ALTERNATIVE W) 132 FURNISH 78" CAST-IN-STEEL-SHELL LF 710.0000 556,640.00 793.500 563,385 CONCRETE PILING 133 DRIVE 78" CAST-IN-STEEL-SHELL EA 95,000.0000 950,000.00 10.000 950,000 CONCRETE PILING 134 24" CAST-IN-DRILLED-HOLE CONCRETE LF 285.0000 815,100.00 2,865.000 816,525 PILING (SOUND WALL) 135 60" CAST-IN-DRILLED-HOLE CONCRETE LF 740.0000 17,020.00 23.000 17,020 PILE (SIGN FOUNDATION) 136 PRESTRESSING CAST-IN-PLACE CONCRETE LS 460,000.0000 460,000.00 1.000 460,000 137 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 390.0000 338,910.00 869.000 338,910 (F) 138 STRUCTURAL CONCRETE, BRIDGE CY 730.0000 3,817,900.00 5,330.000 3,890,900 (F) 139 STRUCTURAL CONCRETE, BRIDGE CY 790.0000 1,109,160.00 1,404.000 1,109,160 (F) (POLYMER FIBER) 140 STRUCTURAL CONCRETE, RETAINING WALL CY 510.0000 1,547,850.00 3,005.400 1,532,754 (F) 141 STRUCTURAL CONCRETE, SOUND WALL CY 570.0000 247,380.00 434.000 247,380 (F) 142 STRUCTURAL CONCRETE, BARRIER SLAB CY 530.0000 218,360.00 412.000 218,360 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 670.0000 353,760.00 528.000 353,760 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 670.0000 63,650.00 95.000 63,650 (F) (TYPE N MODIFIED) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 950.0000 122,930.00 129.400 122,930 (F) 146 STRUCTURAL CONCRETE, HEADWALL CY 1,100.0000 73,040.00 64.500 70,950 (F) 147 MINOR CONCRETE (MINOR STRUCTURE) CY 1,470.0000 860,832.00 631.020 927,599 (F) 148 MINOR CONCRETE (BRIDGE PLANTER) CY 2,060.0000 28,840.00 14.000 28,840 (F) 149 IN-AND-OUT BLOCK TEXTURE SQFT 5.0000 41,175.00 7,724.000 38,620 (F) 150 SPLIT FACE TEXTURE SQFT 4.0000 81,612.00 20,354.000 81,416 (F) 151 JOINT SEAL (MR 1") LF 98.0000 40,278.00 413.000 40,474 152 JOINT SEAL (MR 1 1/2") LF 165.0000 31,185.00 182.000 30,030 153 JOINT SEAL (MR 2") LF 200.0000 26,400.00 132.000 26,400 154 BAR REINFORCING STEEL LB 1.5000 38,178.00 21,481.000 32,221 (F) 155 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,810,357.00 1,810,357.000 1,810,357 (F) 156 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 345,759.00 344,448.000 344,448 (F) 157 BAR REINFORCING STEEL (SOUND WALL PILE) LB 1.0000 82,381.00 25,894.000 25,894.00 82,381.000 82,381 (F) PROGRAM CAS145 PAGE 7 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ASPHALT MEMBRANE WATERPROOFING SQFT 6.4000 9,600.00 1,500.000 9,600 159 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 56,320.00 17,600.000 56,320 (F) 160 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 5,280.00 17,600.000 5,280 (F) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 9,720.00 -42.320 -761.76 574.770 10,345 (0.063"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,000.00 21.040 420.80 126.300 2,526 (0.080"-UNFRAMED) 163 ROADSIDE SIGN - ONE POST EA 440.0000 61,600.00 -1.000 -440.00 139.000 61,160 164 ROADSIDE SIGN - TWO POST EA 615.0000 3,690.00 14.000 8,610 165 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 243.0000 486.00 5.000 1,215 METHOD) 166 INSTALL ROADSIDE SIGN PANEL ON EA 169.0000 507.00 0.000 0 EXISTING POST 167 INSTALL ROADSIDE SIGN EA 3,100.0000 21,700.00 7.000 21,700 (LAMINATED WOOD BOX POST) 168 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 3,640.00 137.500 3,575 FOR RETROREFLECTIVE SHEETING (TYPE XI) 169 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.0000 13,530.00 44.000 1,452.00 403.250 13,307 FOR RETROREFLECTIVE SHEETING (TYPE XI) 170 FURNISH LAMINATED PANEL SIGN SQFT 43.0000 26,230.00 608.250 26,154 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,160.00 10.100 121.20 641.810 7,701 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 6,630.00 -16.000 -208.00 495.000 6,435 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 2,310.00 101.000 2,121 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,342.00 38.250 841 (0.080" -FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 17,500.00 191.600 1,341.20 1,333.560 9,334 176 SOUND WALL (MASONRY BLOCK) SQFT 30.0000 1,328,460.00 43,850.000 1,315,500 (F) 177 ROCK STAIN SQFT 2.4000 30,960.00 1,375.000 3,300 178 PREPARE AND PAINT CONCRETE SQFT 1.0000 2,660.00 2,660.000 2,660 179 PREPARE AND STAIN CONCRETE SQFT 1.5000 36,624.00 24,416.000 36,624 180 18" ALTERNATIVE PIPE CULVERT LF 70.0000 16,100.00 364.800 25,536 181 24" ALTERNATIVE PIPE CULVERT LF 81.0000 683,640.00 7,558.600 612,246 PROGRAM CAS145 PAGE 8 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 36" ALTERNATIVE PIPE CULVERT LF 103.0000 492,340.00 4,388.500 452,015 183 42" ALTERNATIVE PIPE CULVERT LF 129.0000 110,940.00 1,334.000 172,086 184 48" ALTERNATIVE PIPE CULVERT LF 155.0000 79,050.00 509.900 79,034 185 54" ALTERNATIVE PIPE CULVERT LF 196.0000 74,480.00 370.000 72,520 186 60" ALTERNATIVE PIPE CULVERT LF 209.0000 338,580.00 1,572.500 328,652 187 CONCRETE BACKFILL (PIPE TRENCH) CY 136.0000 6,392.00 46.400 6,310 188 3" PLASTIC PIPE UNDERDRAIN LF 10.0000 7,500.00 750.000 7,500 189 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.0000 6,760.00 0.000 0 190 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 105.0000 4,305.00 41.000 4,305 191 WING-GATE (AUTOMATIC RETRACTABLE SYSTEM) EA 845.0000 49,855.00 59.000 49,855 192 CONNECTOR PIPE SCREEN EA 712.0000 6,408.00 0.000 0 193 DRAINAGE INLET MARKER EA 80.0000 11,200.00 140.000 11,200 194 WELDED STEEL PIPE CASING (BRIDGE) LF 156.0000 36,660.00 235.000 36,660 195 8" WELDED STEEL PIPE LF 65.0000 16,900.00 -1.000 -65.00 180.400 11,726 196 24" ALTERNATIVE FLARED END SECTION EA 477.0000 3,816.00 1.000 477.00 8.000 3,816 197 36" ALTERNATIVE FLARED END SECTION EA 636.0000 636.00 1.000 636 198 36" PRECAST CONCRETE PIPE INLET LF 795.0000 17,490.00 6.300 5,008 199 ROCK SLOPE PROTECTION CY 100.0000 325,000.00 3,250.000 325,000 (1/4 T, METHOD A) (CY) 200 ROCK SLOPE PROTECTION CY 100.0000 43,000.00 430.000 43,000 (1/4 T, METHOD B) (CY) 201 ROCK SLOPE PROTECTION CY 100.0000 237,700.00 2,376.000 237,600 (FACING, METHOD B) (CY) 202 SLOPE PAVING (IN-AND-OUT BLOCK TEXTURE CY 1,800.0000 160,200.00 89.000 160,200 CONCRETE) 203 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.2000 14,014.00 5,545.000 12,199 204 MINOR CONCRETE (CURB) (LF) LF 29.0000 9,657.00 333.000 9,657 205 MINOR CONCRETE (CURB) (CY) CY 397.0000 194,530.00 525.240 208,520 206 MINOR CONCRETE (GUTTER) (LF) LF 22.0000 45,056.00 2,027.000 44,594 207 MINOR CONCRETE (GUTTER) (CY) CY 454.0000 21,792.00 30.000 13,620 208 DETECTABLE WARNING SURFACE SQFT 33.0000 33,000.00 15.300 504.90 1,000.000 33,000 PROGRAM CAS145 PAGE 9 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 MINOR CONCRETE (MISCELLANEOUS CY 590.0000 57,230.00 148.030 87,337 CONSTRUCTION) 210 MINOR CONCRETE (GUTTER DEPRESSION) CY 435.0000 27,840.00 40.630 17,674 211 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.0000 109,590.00 8,501.360 110,517 CONCRETE) 212 MINOR CONCRETE (DRIVEWAY) CY 540.0000 22,140.00 41.070 22,177 213 MINOR CONCRETE (SIDEWALK) CY 430.0000 210,700.00 528.160 227,108 214 MINOR CONCRETE (CURB RAMP) CY 480.0000 52,800.00 17.600 8,448.00 110.000 52,800 215 MINOR CONCRETE (BUS POCKET) CY 460.0000 15,180.00 32.600 14,996 216 MINOR CONCRETE (STAIRCASE) CY 1,750.0000 38,500.00 22.000 38,500 217 MISCELLANEOUS IRON AND STEEL LB 2.0000 97,784.00 32,312.000 64,624 (F) 218 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 8,496.00 708.000 8,496 (F) 219 BRIDGE PLANTER DRAINAGE SYSTEM LB 10.0000 60,500.00 6,050.000 60,500 (F) 220 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 172,944.00 19,219.000 172,971 (F) 221 SANITARY SEWER FACILITIES LS 101,000.0000 101,000.00 1.000 101,000 222 24" WELDED STEEL PIPE (0.5" THICK) LF 1,275.0000 75,225.00 59.000 75,225 TRENCHLESS INSTALLATION 223 36" WELDED STEEL PIPE (0.5" THICK) LF 1,410.0000 78,960.00 56.000 78,960 TRENCHLESS INSTALLATION 224 BUS SHELTER LS 25,000.0000 25,000.00 1.000 25,000 225 TEMPORARY FENCE (TYPE CL-6) LF 15.5000 37,820.00 155.000 2,402.50 2,160.000 33,480 226 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 20.0000 13,080.00 656.000 13,120 227 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 34.0000 75,650.00 1,514.500 51,493 228 CHAIN LINK FENCE (TYPE CL-8, BW POST TOP LF 37.0000 7,030.00 175.000 6,475 VINYL-CLAD) 229 12' CHAIN LINK GATE (TYPE CL-6, EA 3,100.0000 9,300.00 3.000 9,300 VINYL-CLAD) 230 SURVEY MONUMENT (TYPE A) EA 540.0000 2,700.00 0.000 0 231 DELINEATOR (CLASS 1) EA 62.0000 8,060.00 75.000 4,650 232 GUARD RAILING DELINEATOR EA 22.0000 924.00 42.000 924.00 42.000 924 233 OBJECT MARKER EA 120.0000 8,520.00 18.000 2,160 234 OBJECT MARKER (TYPE P) EA 120.0000 9,480.00 79.000 9,480 235 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 46.5000 154,845.00 2,639.610 122,741 PROGRAM CAS145 PAGE 10 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 78,000.00 1,461.200 73,060 237 PICKET FENCE RAILING LF 307.0000 375,461.00 1,223.000 375,461 238 TUBULAR BICYCLE RAILING LF 120.0000 24,480.00 204.000 24,480 (F) 239 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 38.0000 193,420.00 0.000 0 240 HANDRAILING LF 132.0000 14,520.00 110.000 14,520.00 110.000 14,520 241 CABLE RAILING LF 28.0000 25,760.00 905.000 25,340 (F) 242 TRANSITION RAILING (TYPE STB) EA 3,900.0000 7,800.00 0.000 0 243 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 22,200.00 6.000 22,200 244 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,230.0000 3,690.00 2.000 2,460 245 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 18,500.00 4.000 14,800 246 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 5,800.00 2.000 5,800 247 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,300.0000 74,600.00 1.000 37,300 248 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 185.0000 55,500.00 300.000 55,500 249 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 195.0000 6,825.00 35.000 6,825 250 CONCRETE BARRIER (TYPE 60F) LF 240.0000 40,800.00 169.000 40,560 251 CONCRETE BARRIER (TYPE 60) LF 69.0000 221,490.00 4,753.000 327,957 252 CONCRETE BARRIER (TYPE 60C) LF 137.0000 93,160.00 675.000 92,475 253 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 75.0000 17,025.00 175.000 13,125 254 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 95.0000 19,000.00 175.000 16,625 255 CONCRETE BARRIER (TYPE 80A MODIFIED) LF 220.0000 27,720.00 126.000 27,720 (F) 256 CONCRETE BARRIER (TYPE 80SW MODIFIED) LF 350.0000 386,750.00 1,105.000 386,750 (F) 257 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 195.0000 339,300.00 1,740.000 339,300 (F) 258 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 99.0000 171,765.00 1,735.000 171,765 (F) 259 CONCRETE BARRIER (TYPE 60 TRANSITION LF 125.0000 1,875.00 0.000 0 MODIFIED) 260 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,320.00 11,228.000 3,929 261 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 4,905.00 10,390.000 4,675 262 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,280.00 1,196.000 956 PROGRAM CAS145 PAGE 11 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 16,740.00 5,503.000 17,059 264 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 6,552.00 1,818.000 6,544 (ENHANCED WET NIGHT VISIBILITY) 265 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 121.00 847.000 931 (BROKEN 6-1) 266 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 507.50 0.000 0 (BROKEN 36-12) 267 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 76.00 0.000 0 (BROKEN 17-7) 268 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 14,985.00 5,678.000 2,555 (ENHANCED WET NIGHT VISIBILITY) 269 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 255.50 169.000 59 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 270 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 4,795.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 271 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 7,875.00 1,354.000 1,692 (ENHANCED WET NIGHT VISIBILITY) 272 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 1,856.00 0.000 0 273 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 5,146.00 864.000 2,678 274 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 275 SIGNAL AND LIGHTING (LOCATION 1) LS 109,000.0000 109,000.00 0.942 102,678 276 SIGNAL AND LIGHTING (LOCATION 2) LS 127,000.0000 127,000.00 0.859 109,093 277 SIGNAL AND LIGHTING (LOCATION 3) LS 147,000.0000 147,000.00 0.985 144,795 278 SIGNAL AND LIGHTING (LOCATION 4) LS 130,000.0000 130,000.00 0.525 68,250 279 SIGNAL AND LIGHTING (CITY) LS 129,000.0000 129,000.00 0.935 120,615 280 LIGHTING LS 130,000.0000 130,000.00 0.890 115,700 281 LIGHTING (CITY STREET) LS 374,000.0000 374,000.00 0.800 299,200 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 REDWOOD COVER EA 1,250.0000 2,500.00 2.000 2,500 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 POST SLEEVE EA 620.0000 1,860.00 0.000 0 286 TRAFFIC OPERATION SYSTEMS LS 80,000.0000 80,000.00 1.000 80,000 PROGRAM CAS145 PAGE 12 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 05:34 PM ESTIMATE NO. 049 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 78,380.84 47,392,433.96 ADJUSTMENT OF COMPENSATION 3,023.40 1,934,995.43 EXTRA WORK 31,717.64 4,068,909.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 113,121.88 53,396,338.63 287 MOBILIZATION LS 4,936,000.0000 4,936,000.00 1.000 4,936,000 ORIGINAL CONTRACT AMOUNT 52,615,740.00 TOTAL WORK COMPLETED 113,121.88 58,332,338.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -103,782.42 TOTAL 111,121.88 58,228,556.21 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 07/15/16 1250 09/09/16 09/18/16 11/06/20 922 101 -83 0 97% 79% PROGRESS IS SATISFACTORY KLINE, JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/20