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 11/20/20 EST. NO. 010 TIME 08:43 AM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- 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 0282 1,477.46 E.W. @ F.A.(+) 102120 N NOV004 0283 1,477.46 102220 N NOV005 0284 3,324.28 110220 N NOV006 0285 3,324.28 110320 N NOV007 0286 3,864.09 110420 N NOV008 0287 3,324.28 110520 N NOV009 0288 3,324.28 110620 N NOV010 0289 93.86 101220 N NOV011 0290 93.86 101320 N NOV013 0291 2,500.40 101220 N NOV012 0292 2,942.92 101320 N NOV014 0293 2,529.18 101420 N NOV015 0294 3,288.26 101520 N NOV016 0295 2,825.09 101620 N NOV017 0296 2,000.32 101920 N NOV018 0297 2,327.73 102020 N NOV019 0298 330.25 102620 N NOV033 0299 2,500.40 102120 N NOV020 0300 850.51 110420 N NOV034 0301 2,414.06 102220 N NOV021 0302 4,554.11 110820 N NOV035 0303 1,913.99 102320 N NOV022 0304 5,306.53 102620 N NOV023 0305 2,269.76 102520 N NOV036 0306 4,471.93 102720 N NOV024 0307 5,518.81 102820 N NOV025 0308 5,018.73 102920 N NOV026 0309 1,890.41 102620 N NOV037 0310 4,707.60 103020 N NOV027 0311 4,328.05 110220 N NOV028 0312 4,566.77 110320 N NOV029 0313 4,499.27 110420 N NOV030 0314 8,697.70 093020 N NOV038 0315 4,802.59 110520 N NOV031 0316 4,262.87 110620 N NOV032 0317 5,597.35 092520 N NOV039 0318 21,337.80 101620 N NOV040 0319 440.00 101920 N NOV041 0320 4,115.72 092220 N NOV042 0321 10,864.55 102920 N NOV043 0323 915.40 101420 N NOV045 003 0009 300.00 E.W. @ F.A.(+) 103120 N NOV046 010 0002 26,251.44 A.C. @ L.S.(+) 111720 N NOV146 013 0001 68,105.40 A.C. @ U.P.(+) 102220 N NOV147 017 0011 71,952.00 E.W. @ U.P (+) 101320 N NOV047 031 0112 2,340.28 E.W. @ F.A.(+) 093020 N NOV048 0113 12,962.48 092920 N NOV049 0114 8,141.62 092320 N NOV050 0115 20,811.82 100420 N NOV051 0116 13,569.16 100520 N NOV052 0117 2,811.26 082820 N NOV053 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/20/20 EST. NO. 010 TIME 08:43 AM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0118 1,249.83 092220 N NOV054 0119 3,444.68 101820 N NOV055 0120 1,999.73 102220 N NOV056 0121 3,348.63 102320 N NOV057 0122 853.62 102020 N NOV058 0123 3,600.06 102120 N NOV059 0124 10,415.46 103020 N NOV060 0125 2,168.76 101020 N NOV061 0126 3,357.83 101020 N NOV062 0127 6,464.76 101020 N NOV063 0128 3,443.65 110620 N NOV064 0129 5,278.85 102020 N NOV065 0130 2,817.79 102120 N NOV066 0131 2,858.89 102220 N NOV067 0132 2,088.45 110420 N NOV068 032 0161 1,608.06 E.W. @ F.A.(+) 080920 N NOV069 0162 1,608.06 081020 N NOV070 0163 4,157.39 091520 N NOV071 0164 1,989.12 110820 N NOV072 0165 1,761.87 101520 N NOV073 0166 1,851.28 101520 N NOV074 0167 746.22 101520 N NOV075 0168 1,537.21 101620 N NOV076 0169 722.88 101620 N NOV077 0170 1,876.16 101620 N NOV078 0171 990.01 101920 N NOV079 0172 2,399.29 102020 N NOV080 0173 990.01 102120 N NOV081 0174 170.24 102120 N NOV082 0176 414.79 102820 N NOV084 037 0059 431.79 E.W. @ F.A.(+) 081720 N NOV095 0060 249.52 081820 N NOV096 0061 2,059.48 090220 N NOV097 0062 1,289.24 101420 N NOV098 0063 2,017.49 101520 N NOV099 0064 1,196.27 101620 N NOV100 0065 5,579.81 101820 N NOV101 0066 448.64 101920 N NOV102 0067 660.02 102120 N NOV103 0068 1,438.42 102420 N NOV104 0069 990.75 102620 N NOV105 0070 2,191.07 102020 N NOV106 0071 1,712.37 102120 N NOV107 0072 4,122.24 102220 N NOV108 0073 1,339.22 102520 N NOV109 0074 3,372.42 102620 N NOV110 0075 380.17 102720 N NOV111 0076 2,899.45 102820 N NOV112 0077 4,098.18 110220 N NOV113 0078 3,396.40 110320 N NOV114 0079 3,800.91 110420 N NOV115 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/20/20 EST. NO. 010 TIME 08:43 AM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0080 1,953.58 110820 N NOV116 0081 8,576.81 100620 N NOV117 0082 7,007.55 100720 N NOV118 0083 8,910.00 110520 N NOV119 045 0001 135,096.00 E.W. @ U.P (+) 111720 N NOV149 051 0073 20,403.99 E.W. @ F.A.(+) 100420 N NOV001 0074 1,056.00 100420 N NOV002 0075 5,630.01 100420 N NOV003 0076 5,240.78 100520 N NOV120 0077 13,240.55 100820 N NOV121 0078 1,388.87 101420 N NOV122 0079 2,923.08 101520 N NOV123 0080 1,562.21 101920 N NOV124 0081 3,343.57 101920 N NOV125 0082 668.72 102020 N NOV126 0083 1,520.47 102220 N NOV127 0084 3,042.63 102320 N NOV128 0085 2,290.11 102520 N NOV129 0086 1,716.32 102620 N NOV130 0087 5,375.70 102620 N NOV131 0088 2,487.42 102720 N NOV132 0089 4,511.29 102720 N NOV133 0090 906.50 102820 N NOV134 0091 3,989.54 102820 N NOV135 0092 616.86 102820 N NOV136 0093 378.20 102920 N NOV137 0094 348.04 102920 N NOV138 0095 3,495.71 103020 N NOV139 0096 1,463.33 110220 N NOV140 0097 2,866.93 110220 N NOV141 0098 4,336.81 110320 N NOV142 0099 532.13 110420 N NOV143 0100 696.09 110420 N NOV144 0101 2,887.29 110920 N NOV145 054 0001 6,783.94 E.W. @ L.S.(+) 111720 N NOV150 058 0001 23,489.00 E.W. @ L.S.(+) 111720 N NOV151 063 0001 33,978.00 E.W. @ L.S.(+) 111720 N NOV152 826,739.84 TOTAL THIS ESTIMATE 3,678,783.00 TOTAL PREVIOUS ESTIMATE 4,505,522.84 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 11/20/20 EST. NO. 010 TIME 08:43 AM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES ANOMA -3,000.00 005 24"CIDH PILE ITEM92 -1,000.00 009 60"CIDH PILE ITEM101 -2,000.00 009 0.00 -6,000.00 TOTAL DEDUCTIONS 0.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-0.0/21.8 ----------------------- 04-SLC-101-50.6/52.6 KIEWIT INFRASTRUCTURE WEST CO US 101 BETWEEN 0.3 MILE NORTH OF 4650 BUSINESS CENTER DR SAN ANTONIO IC (SCL PM 50.6) IN FAIRFIELD CA 94534 SANTA CLARA COUNTY AND 0.3 MILE SOUTH OF RAND AVENUE INTERCHANGE (SM PM 21.8) IN SAN MATEO COUNTY FED. AID NO. N O N E THE CONTRACT WILL WIDEN ROUTE 101, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 28,667.0000 28,667.00 1.000 28,667 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,641.0000 5,641.00 0.500 2,820 003 TIME-RELATED OVERHEAD (WDAY) WDAY 48,038.9800 28,006,725.34 22.000 1,056,857.56 171.000 8,214,665 004 DEVELOP WATER SUPPLY LS 3,063,203.0000 3,063,203.00 1.000 3,063,203 005 CONSTRUCTION AREA SIGNS LS 503,079.0000 503,079.00 0.600 301,847 006 TRAFFIC CONTROL SYSTEM LS 9,763,249.0000 9,763,249.00 0.031 302,660.72 0.435 4,247,013 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.031 57,814.47 0.435 811,267 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 1,165.000 9,529 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 19,535.000 17,776.85 873,730.000 795,094 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 120.000 6,769.20 1,294.000 72,994 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 257.000 1,577.98 5,512.000 33,843 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.031 31,795.62 0.435 446,164 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 4,000.000 96,680.00 154,810.000 3,741,757 014 TEMPORARY CRASH CUSHION MODULE EA 413.4000 491,946.00 46.000 19,016.40 1,092.000 451,432 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 10,622.3200 690,450.80 8.000 84,978.56 87.000 924,141 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.038 54,158.09 0.293 417,587 017 PREPARE STORM WATER POLLUTION PREVENTION LS 58,735.0000 58,735.00 0.700 41,114 PLAN 018 RAIN EVENT ACTION PLAN EA 216.9600 5,640.96 1.000 216.96 7.000 1,518 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 389.2000 19,460.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,518.0000 5,036.00 1.000 2,518 021 MOVE-IN/MOVE-OUT EA 1,424.2700 21,364.05 1.000 1,424.27 1.000 1,424 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 9,100.000 12,103.00 9,100.000 12,103 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 174.5800 146,647.20 26.000 4,539.08 519.000 90,607 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 117,031.000 472,805 025 TEMPORARY REINFORCED SILT FENCE LF 14.3600 298,688.00 17,211.000 247,149 026 TEMPORARY CONSTRUCTION ENTRANCE EA 22,827.9200 273,935.04 20.000 456,558 027 STREET SWEEPING LS 2,593,827.0000 2,593,827.00 0.031 80,408.64 0.435 1,128,314 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.038 15,541.51 0.293 119,833 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5700 8,094.00 18,149.000 10,344 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 19,798.0000 19,798.00 0.500 9,899 031 TREATED WOOD WASTE LB 0.5700 105,450.00 991.000 564.87 116,557.000 66,437 032 NOISE MONITORING LS 5,608.0000 5,608.00 1.000 5,608 033 VIBRATION MONITORING LS 338,504.0000 338,504.00 1.000 338,504 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0400 55,616.00 1,646.800 11,593.47 52,630.500 370,518 035 TEMPORARY HIGH-VISIBILITY FENCE LF 6.8700 73,509.00 21,993.000 151,091 036 CLEARING AND GRUBBING (LS) LS 42,499.0000 42,499.00 1.000 42,499 037 ROADWAY EXCAVATION CY 100.4200 15,464,680.00 19,403.000 1,948,449.26 111,029.000 11,149,532 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 2,333.000 91,850.21 38,260.000 1,506,296 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 42.1800 5,483.40 0.000 0 040 STRUCTURE BACKFILL CY 42.1800 5,483.40 0.000 0 041 DITCH EXCAVATION CY 37.9900 80,918.70 419.200 15,925 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 1,151.000 73,376.25 16,235.000 1,034,981 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 3,913.000 15,338.96 58,308.000 228,567 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 17,729.000 69,497.68 83,425.000 327,026 CLASS B2 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 36.6200 73,240.00 411.000 15,050 046 ROADSIDE CLEARING LS 333,210.0000 333,210.00 1.000 333,210 047 RELOCATE IRRIGATION CONTROLLER EA 4,330.0000 8,660.00 0.000 0 048 PACKET FERTILIZER EA 0.1700 1,145.80 0.000 0 049 PLANT (GROUP M) EA 3.1300 21,096.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 421,572.0000 421,572.00 0.000 0 051 PLANT ESTABLISHMENT WORK LS 128,751.0000 128,751.00 0.000 0 052 CHECK AND TEST EXISTING IRRIGATION LS 8,546.0000 8,546.00 1.000 8,546 FACILITIES 053 OPERATE EXISTING IRRIGATION FACILITIES LS 22,788.0000 22,788.00 0.000 0 054 REMOVE IRRIGATION FACILITY LS 106,869.0000 106,869.00 1.000 106,869 055 CONTROL AND NEUTRAL CONDUCTORS LS 27,346.0000 27,346.00 0.000 0 (ARMOR-CLAD) 056 3/4" REMOTE CONTROL VALVE EA 7,890.3300 71,012.97 0.000 0 057 1" REMOTE CONTROL VALVE EA 740.6500 12,591.05 0.000 0 058 CERTIFY EXISTING BACKFLOW PREVENTERS LS 14,243.0000 14,243.00 0.000 0 059 POP-UP SPRINKLER ASSEMBLY EA 100.2700 35,094.50 0.000 0 060 CAM COUPLER ASSEMBLY EA 831.8200 9,150.02 0.000 0 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,392.10 0.000 0 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.7000 11,115.00 0.000 0 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.2700 51,163.20 0.000 0 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.9800 2,473.80 0.000 0 (F) (SUPPLY LINE) 065 3" PLASTIC PIPE (CLASS 315) LF 7.4100 15,412.80 0.000 0 (F) (SUPPLY LINE) 066 8" CORRUGATED HIGH DENSITY LF 199.3900 338,963.00 0.000 0 (F) POLYETHYLENE PIPE CONDUIT 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 854.6700 5,128.02 3.000 2,564.01 4.000 3,418 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 185.000 57,305.60 1,041.000 322,460 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 0.000 0 070 FIBER ROLLS LF 4.2600 326,742.00 0.000 0 071 HYDROSEED SQFT 0.1800 280,800.00 286,315.000 51,536.70 286,315.000 51,536 072 COMPOST (CY) CY 125.4600 1,028,772.00 293.000 36,759.78 293.000 36,759 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 25,434.000 2,289.06 25,434.000 2,289 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 9,505.000 585,222.85 70,670.000 4,351,151 075 LEAN CONCRETE BASE RAPID SETTING CY 894.4300 250,440.40 0.000 0 076 FULL WIDTH SEGMENT CORRECTION EA 2,816.2700 174,608.74 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PARTIAL WIDTH SEGMENT CORRECTION EA 2,154.0000 36,618.00 0.000 0 078 REPLACE ASPHALT CONCRETE SURFACING CY 536.5100 1,212,512.60 0.000 0 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 4,945.230 610,241.38 69,442.990 8,569,264 080 HOT MIX ASPHALT (TYPE A) (BARRIER TON 144.0800 1,383,168.00 0.000 0 RECONSTRUCT) 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.6500 13,603,005.00 1,636.860 248,229.82 15,952.600 2,419,211 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 154.3800 15,901,140.00 0.000 0 (OPEN GRADED FRICTION COURSE) 083 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.7700 1,140.10 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 16.3800 319,410.00 0.000 0 085 TACK COAT TON 2,247.7800 1,640,879.40 43.860 98,587 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 611.000 9,873.76 5,600.000 90,496 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 3,065.000 12,321.30 6,952.000 27,947 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 0.000 0 (0.3 FOOT) 089 PRECAST JOINTED CONCRETE PAVEMENT CY 1,941.0000 1,513,980.00 0.000 0 090 REMOVE CONCRETE PAVEMENT AND BASE CY 390.3800 347,438.20 0.000 0 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 50.000 82,605.50 150.000 247,816 092 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.4500 2,032,180.20 9,760.000 2,024,712 093 FURNISH PILING (CLASS 90) LF 26.3600 43,230.40 712.000 18,768 094 DRIVE PILE (CLASS 90) EA 2,683.1700 96,594.12 18.000 48,297 095 FURNISH PILING (CLASS 140) LF 53.8900 162,855.58 3,022.000 162,855 (ALTERNATIVE V) 096 DRIVE PILE (CLASS 140) EA 2,995.7400 296,578.26 99.000 296,578 (ALTERNATIVE V) 097 FURNISH PILING (CLASS 90)(ALTERNATIVE Y) LF 57.3100 79,660.90 0.000 0 098 DRIVE PILE (CLASS 90)(ALTERNATIVE Y) EA 2,683.1600 99,276.92 0.000 0 099 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,657.4900 66,437.25 7.000 18,602.43 25.000 66,437 PILE (SIGN FOUNDATION) 100 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,631.9700 1,079,107.70 0.000 0 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 338.750 883,409.19 1,078.750 2,813,218 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE, SOUNDWALL PILE CAP CY 1,999.5900 1,715,648.22 858.000 1,715,648 (F) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,348.8700 2,000,480.20 21.570 93,805.13 185.280 805,758 (F) PROGRAM CAS145 PAGE 5 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GROSS SOLIDS REMOVAL DEVICE (LINEAR EA 115,384.0000 1,153,840.00 0.800 92,307.20 10.000 1,153,840 RADIAL) 105 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 21,497.0800 537,427.00 4.000 85,988.32 5.000 107,485 SCREEN) DRAINAGE INLET 106 MINOR CONCRETE (BACKFILL) CY 473.2900 1,509,795.10 451.100 213,501.12 1,257.700 595,256 (F) 107 HEAVY BLAST TEXTURE SQFT 218.1700 1,629,729.90 0.000 0 (F) 108 BAR REINFORCING STEEL (SOUND WALL) LB 1.3200 331,613.04 251,175.000 331,551 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8200 5,500,800.00 583,225.000 2,227,919 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 18,000.000 9,360.00 79,189.000 41,178 (F) 111 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,709.0900 58,109.06 0.000 0 112 REMOVE SIGN STRUCTURE (EA) EA 2,278.7800 111,660.22 34.000 77,478 113 SOUND WALL (MASONRY BLOCK) SQFT 66.3700 3,133,327.70 8,800.000 584,056.00 29,450.000 1,954,596 (F) 114 REMOVE SOUND WALL (SQFT) SQFT 15.3600 724,761.60 47,200.000 724,992 115 18" ALTERNATIVE PIPE CULVERT LF 311.3400 3,455,874.00 358.000 111,459.72 3,827.000 1,191,498 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 908.000 289,751 117 36" ALTERNATIVE PIPE CULVERT LF 494.4300 74,164.50 0.000 0 118 48" ALTERNATIVE PIPE CULVERT LF 625.6000 6,256.00 4.000 2,502 119 TEMPORARY DRAINAGE SYSTEM LS 1,548,538.0000 1,548,538.00 0.077 119,237.43 0.322 498,629 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 88.000 17,254 121 18" REINFORCED CONCRETE PIPE LF 199.2000 1,410,336.00 7.000 1,394.40 2,339.500 466,028 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 151.000 44,727 123 27" REINFORCED CONCRETE PIPE LF 422.9000 232,595.00 7.000 2,960.30 539.000 227,943 124 36" REINFORCED CONCRETE PIPE LF 548.2200 208,323.60 251.000 137,603.22 351.000 192,425 125 18" SLOTTED CORRUGATED STEEL PIPE LF 190.2300 1,090,017.90 1,081.000 205,638.63 3,002.000 571,070 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 299.000 2,386.02 299.000 2,386 127 4" PERFORATED PLASTIC PIPE LF 6.8400 16,142.40 975.000 6,669.00 975.000 6,669 128 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 309.5500 297,168.00 81.000 25,073.55 580.000 179,539 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 1,478.000 379,033.10 3,038.000 779,095 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 24.000 17,801 PROGRAM CAS145 PAGE 6 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 741.7300 8,159.03 10.000 7,417 132 27" ALTERNATIVE FLARED END SECTION EA 743.5000 1,487.00 2.000 1,487 133 36" ALTERNATIVE FLARED END SECTION EA 1,968.0000 1,968.00 0.000 0 134 INLET DEPRESSION EA 3,865.6600 695,818.80 17.000 65,716.22 65.000 251,267 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 152.000 969.76 152.000 969 136 ABANDON MANHOLE EA 5,823.6700 17,471.01 3.000 17,471 137 ABANDON SEWER LF 7.7400 6,114.60 784.000 6,068 138 REMOVE GRATED LINE DRAIN LF 26.3800 191,255.00 -66.000 -1,741.08 4,437.000 117,048 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 932.000 83,926.60 7,634.800 687,513 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 86.000 17,219.78 628.140 125,772 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 0.000 0 142 REMOVE INLET EA 1,918.2900 326,109.30 12.000 23,019.48 68.000 130,443 143 ADJUST INLET EA 5,216.9000 219,109.80 28.000 146,073 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 6.000 24,493 145 CAP INLET EA 3,563.2700 39,195.97 5.000 17,816 146 SAND BACKFILL CY 374.1000 172,086.00 0.000 0 147 SAND BACKFILL (ABANDON SEWER) CY 210.8200 23,190.20 84.000 17,708 148 CONCRETE (CONCRETE APRON) CY 896.4100 28,685.12 29.160 26,139.32 29.160 26,139 149 CONCRETE (MODIFY CONCRETE APRON) CY 734.1300 5,873.04 0.000 0 150 ROCK SLOPE PROTECTION CY 563.1900 38,296.92 63.500 35,762 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 240.700 4,773 152 MINOR CONCRETE (CURB) (CY) CY 1,471.7000 29,434.00 0.000 0 153 MINOR CONCRETE (TEXTURED PAVING) CY 1,132.5800 1,359,096.00 2.500 2,831 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 241.000 3,894.56 6,932.000 112,021 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 7,172.000 23,093.84 34,882.000 112,320 (F) 156 MISCELLANEOUS IRON AND STEEL LB 6.3300 10,634.40 1,680.000 10,634 (F) (SEWER SYSTEM) 157 ELECTRONIC TOLL SYSTEM/LIGHTING TOLL LS 12,339,232.8000 12,339,232.80 0.040 493,569.31 0.574 7,082,719 SYSTEM PROGRAM CAS145 PAGE 7 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" STEEL CASING LF 3,085.6800 228,340.32 0.000 0 (THICKNESS 0.75") 159 8" C900 PVC SEWER PIPE LF 874.5400 35,856.14 39.000 34,107 160 30" PVC C900 DR18 SEWER PIPE LF 1,125.9100 866,950.70 754.000 848,936 161 SEWER MANHOLE (TYPE 1) EA 20,988.0000 146,916.00 7.000 146,916 162 TEMPORARY BYPASS SEWER LS 505,089.0000 505,089.00 1.000 505,089 163 PREPARE AND PAINT CONCRETE SQFT 133.9400 450,038.40 0.000 0 164 PREPARE AND STAIN CONCRETE SQFT 7.6500 257,544.90 274.500 2,099.93 6,275.000 48,003 165 ANTI-GRAFFITI COATING SQFT 3.5200 224,224.00 12,900.000 45,408 (F) 166 TEMPORARY FENCE (TYPE CL-6) LF 13.1200 20,204.80 1,164.000 15,271 167 CHAIN LINK FENCE (TYPE CL-4) LF 36.5600 43,872.00 0.000 0 168 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 43.1100 19,830.60 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 76.4100 18,338.40 0.000 0 170 REMOVE FENCE LF 15.7300 29,729.70 2,027.000 31,884 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 30.000 34.20 13,864.000 15,804 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 56.000 1,595.44 56.000 1,595 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 0.000 0 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 1.000 512.77 1.000 512 175 SPECIAL MARKER EA 112.8100 20,305.80 0.000 0 176 REMOVE ROADSIDE SIGN EA 165.2100 34,694.10 7.000 1,156.47 170.000 28,085 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 2.000 490 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 0.000 0 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 0.000 0 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 0.000 0 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 0.000 0 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 0.000 0 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 0.000 0 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.8100 22,659.30 0.000 0 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 0.000 0 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 0.000 0 (0.080"-FRAMED) 188 METAL (BARRIER MOUNTED SIGN) LB 15.1000 94,375.00 0.000 0 189 METAL (WALL MOUNTED SIGN) LB 17.0900 21,020.70 0.000 0 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 0.000 0 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 0.000 0 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 0.000 0 METHOD) 193 INSTALL "UNDER CONSTRUCTION" BANNER SIGN EA 1,993.9500 73,776.15 0.000 0 194 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 512.8000 2,564.00 0.000 0 195 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.3100 169,878.00 0.000 0 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 0.000 0 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 0.000 0 (LAMINATED WOOD BOX POST) 198 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.6000 124,832.00 1,187.500 44,650.00 1,187.500 44,650 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 1,158.500 60,195.66 1,182.500 61,442 200 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.4800 1,746,960.00 0.000 0 201 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 57.0000 1,425.00 0.000 0 (WOOD POST) 202 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 56.9700 10,824.30 0.000 0 203 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 142.4300 32,758.90 0.000 0 204 TRANSITION RAILING (TYPE STB) EA 5,697.0000 11,394.00 0.000 0 205 TRANSITION RAILING (TYPE DTB) EA 6,836.5000 27,346.00 0.000 0 206 TRANSITION RAILING (TYPE WB-31) EA 10,824.1500 140,713.95 1.000 10,824.15 1.000 10,824 207 END CAP (TYPE A) EA 683.6900 8,887.97 0.000 0 208 END CAP (TYPE TC) EA 569.7500 2,279.00 0.000 0 209 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,595.1400 105,279.24 6.000 9,570.84 6.000 9,570 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 7.000 35,890.61 7.000 35,890 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CRASH CUSHION QUADGUARD M10 (TL-3) EA 56,969.1400 398,783.98 0.000 0 213 CRASH CUSHION (SMART SC1-100GM)-(TEST EA 65,515.0000 131,030.00 0.000 0 LEVEL 3) 214 CONCRETE BARRIER (TYPE 60M) LF 147.5700 895,749.90 228.500 33,719.75 897.500 132,444 215 CONCRETE BARRIER (TYPE 60MC) LF 164.6000 1,728,300.00 -68.850 -11,332.71 3,600.830 592,696 216 CONCRETE BARRIER (TYPE 60MD) LF 368.9400 29,146.26 79.000 29,146.26 79.000 29,146 217 CONCRETE BARRIER (TYPE 60MF) LF 527.8500 675,648.00 0.000 0 218 CONCRETE BARRIER (TYPE 60MGC) LF 271.6800 13,638,336.00 0.000 0 219 CONCRETE BARRIER (TYPE 60MP) LF 778.1800 59,919.86 11.000 8,559 220 CONCRETE BARRIER (TYPE 60MC MOD) LF 363.2500 221,582.50 0.000 0 221 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 776.7600 1,755,477.60 95.000 73,792.20 95.000 73,792 222 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 923.2100 332,355.60 0.000 0 223 CONCRETE BARRIER (TYPE 60MGC MOD 3E) LF 760.0900 387,645.90 0.000 0 224 CONCRETE BARRIER (TYPE 60MGC MOD 3F) LF 772.9100 788,368.20 0.000 0 225 CONCRETE BARRIER (TYPE 60MGC MOD 3G) LF 826.9400 173,657.40 0.000 0 226 CONCRETE BARRIER (TYPE 60MGC MOD 3H) LF 868.9900 538,773.80 0.000 0 227 CONCRETE BARRIER (TYPE 60MGC MOD 3I) LF 739.3000 628,405.00 0.000 0 228 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 726.5000 6,974,400.00 0.000 0 229 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 726.5000 741,030.00 0.000 0 230 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 726.5000 61,026.00 0.000 0 231 CONCRETE BARRIER (TYPE 60MGC MOD 4D) LF 726.5000 806,415.00 0.000 0 232 CONCRETE BARRIER (TYPE 60R MOD) CASE 1 LF 878.0600 149,270.20 0.000 0 233 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 865.2900 250,934.10 0.000 0 234 CONCRETE BARRIER (TYPE 60R MOD) CASE 3 LF 766.2300 505,711.80 0.000 0 235 CONCRETE BARRIER (TYPE 60R MOD) CASE 4 LF 766.2300 229,869.00 0.000 0 236 ROADSIDE SIGN POST FOUNDATION IN MEDIAN EA 737.8500 19,921.95 0.000 0 BARRIER TRANSITION 237 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 754.8800 158,524.80 0.000 0 238 CONCRETE BARRIER (TYPE 60MGC MOD 4E) LF 726.5000 181,625.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60MC MOD) LF 956.1500 162,545.50 54.600 52,205 (TYPE 60MC MOD)(TYPE 1-B) 240 CONCRETE BARRIER (TYPE 60M MOD)(CAMERA LF 945.6900 52,012.95 62.500 59,105 POLE) 241 CONCRETE BARRIER OPENING TRANSITION LF 828.6600 381,183.60 0.000 0 242 CONCRETE BARRIER (TYPE 60PR MOD 1A) LF 584.6700 7,016.04 0.000 0 243 CONCRETE BARRIER (TYPE 836SV MODIFIED) LF 441.5400 1,605,880.98 1,700.000 750,618.00 3,529.000 1,558,194 (F) 244 CONCRETE BARRIER TRANSITION LF 888.4800 115,502.40 25.000 22,212.00 258.000 229,227 (F) (TYPE 60M/60MC) 245 CONCRETE BARRIER TRANSITION LF 510.4400 269,001.88 368.000 187,841.92 513.000 261,855 (F) 246 CONCRETE BARRIER (ANCHOR BLOCK) LF 925.7900 17,590.01 18.500 17,127.12 27.750 25,690 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 -1,607.200 -18,306.01 8,095.400 92,206 248 REMOVE SINGLE METAL BEAM BARRIER LF 17.0900 3,930.70 1,987.500 33,966.38 2,217.500 37,897 249 REMOVE DOUBLE METAL BEAM BARRIER LF 22.7900 68,370.00 768.000 17,502 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 2,891.200 204,234.37 10,268.200 725,345 251 REMOVE CRASH CUSHION EA 2,279.0000 6,837.00 2.000 4,558 252 REMOVE CRASH CUSHION (SAND FILLED) EA 9,115.2500 36,461.00 1.000 9,115.25 3.000 27,345 253 2" BLACK (CONTRAST BROKEN 18-12) LF 0.5700 8,778.00 0.000 0 PAINTED TRAFFIC STRIPE 254 2" BLACK (CONTRAST SOLID) PAINTED LF 1.1400 3,135.00 0.000 0 TRAFFIC STRIPE 255 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0900 281,790.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 256 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 424,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 443,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 259 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 98,090.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 260 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 48,564.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 261 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 256,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 262 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 549,000.00 1,729.000 778.05 363,792.000 163,706 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 1,012.000 3,450 PROGRAM CAS145 PAGE 11 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 12" RUMBLE STRIP STA 95.0300 92,179.10 0.000 0 (ASPHALT CONCRETE PAVEMENT) 265 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 97,597.0000 97,597.00 0.666 64,999 SYSTEM ELEMENTS DURING CONSTRUCTION 266 ELECTRIC SERVICE FOR IRRIGATION LS 61,161.0000 61,161.00 0.000 0 267 LIGHTING SYSTEM LS 11,503,638.6600 11,503,638.66 0.002 23,007.28 0.038 437,138 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.009 27,903.90 0.431 1,336,286 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.078 887,850.68 0.711 8,093,100 270 WEIGH-IN-MOTION SYSTEM LS 1,542,028.0000 1,542,028.00 0.003 4,626.08 0.060 92,521 271 TEMPORARY LIGHTING SYSTEM LS 3,107,349.0000 3,107,349.00 0.616 1,914,126 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.013 39,316.24 0.395 1,194,608 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.054 441,623.45 0.424 3,467,561 PROGRAM CAS145 PAGE 12 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:43 AM ESTIMATE NO. 010 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,386,002.20 109,250,231.57 ADJUSTMENT OF COMPENSATION 94,356.84 136,609.50 EXTRA WORK 732,383.00 4,368,913.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,212,742.04 113,755,754.41 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 0.950 14,657,829 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 13,212,742.04 128,413,583.71 MATERIALS ON HAND ON SITE 427,412.31 3,301,054.27 DEDUCTIONS 0.00 -6,000.00 TOTAL 13,640,154.35 131,708,637.98 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 01/09/20 583 03/04/20 03/04/20 08/10/22 171 12 16 0 39% 29% PROGRESS IS SATISFACTORY MCCRANK, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/20