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 08/24/20 EST. NO. 007 TIME 05:37 PM 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 0130 4,445.65 E.W. @ F.A.(+) 060520 N AUG100 0131 4,953.00 060620 N AUG101 0132 4,462.62 060720 N AUG102 0133 5,323.33 060820 N AUG103 0134 4,678.61 060920 N AUG104 0135 4,832.73 061020 N AUG105 0136 4,914.31 061120 N AUG106 0137 5,272.84 061220 N AUG107 0138 4,797.20 061320 N AUG108 0139 4,259.60 061420 N AUG109 0140 4,268.72 061520 N AUG110 0141 4,448.34 061620 N AUG111 0142 4,543.20 061720 N AUG112 0143 4,858.19 061820 N AUG113 0144 5,551.59 061920 N AUG114 0145 4,516.42 062020 N AUG115 0146 4,153.77 062120 N AUG116 0147 4,667.19 062220 N AUG117 0148 4,094.16 062320 N AUG118 0149 4,152.20 062420 N AUG119 0150 4,376.23 062520 N AUG120 0151 5,306.23 062620 N AUG121 0152 5,113.79 062720 N AUG122 0153 4,157.17 062820 N AUG123 0154 3,986.86 062920 N AUG124 0155 4,188.32 063020 N AUG125 0156 4,515.93 070120 N AUG126 0157 4,110.74 070220 N AUG127 0158 1,293.36 070320 N AUG128 0159 1,718.62 070420 N AUG129 0160 1,601.34 070520 N AUG130 0161 735.73 070620 N AUG131 0162 1,316.73 070720 N AUG132 0163 913.82 070820 N AUG133 0164 856.26 070920 N AUG134 0165 942.60 071020 N AUG135 0166 2,031.06 071620 N AUG500 0167 7,127.62 072020 N AUG510 0168 6,230.77 072220 N AUG520 0169 2,303.90 072620 N AUG530 0170 3,876.08 072720 N AUG540 0171 2,897.18 080420 N AUG550 0172 1,387.62 080720 N AUG560 0173 867.46 071620 N AUG570 0174 2,213.30 072020 N AUG580 0175 2,480.92 072120 N AUG590 0176 917.18 072220 N AUG600 0177 896.93 072320 N AUG610 0185 2,327.18 070620 N AUG143 0186 2,649.18 070720 N AUG144 0187 2,518.32 070820 N AUG145 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 08/24/20 EST. NO. 007 TIME 05:37 PM 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 --------------------------------------------------------------------------- 0188 2,447.72 070920 N AUG146 0189 2,621.79 071020 N AUG147 0190 1,984.32 071120 N AUG148 0191 1,601.34 071220 N AUG149 0192 2,471.08 071320 N AUG150 0193 2,620.39 071420 N AUG151 0194 2,562.84 071520 N AUG152 0195 1,943.92 071620 N AUG153 0196 2,915.00 071720 N AUG154 0197 1,984.32 071820 N AUG155 0198 1,601.34 071920 N AUG156 0199 2,361.39 072020 N AUG157 0200 2,390.17 072120 N AUG158 0201 2,712.15 072220 N AUG159 0202 2,976.58 072320 N AUG160 0203 2,453.69 072420 N AUG161 0204 2,827.81 072720 N AUG162 0205 1,913.99 072820 N AUG163 0206 2,521.57 072920 N AUG164 0207 2,471.61 073020 N AUG165 0208 1,942.76 073120 N AUG166 0209 2,971.70 080320 N AUG167 0210 3,469.07 080420 N AUG168 0211 3,144.38 080520 N AUG169 0212 2,908.73 080620 N AUG170 0213 4,550.69 081320 N AUG780 0214 2,914.15 080720 N AUG171 0215 25,000.00 081020 N AUG760 0216 2,397.81 081720 N AUG770 003 0006 300.00 E.W. @ F.A.(+) 073120 N AUG620 017 0006 52,470.00 E.W. @ U.P (+) 081820 N AUG171 031 0060 7,733.66 E.W. @ F.A.(+) 070720 N AUG630 0061 8,025.28 070820 N AUG640 0062 3,462.68 071320 N AUG650 0063 6,864.01 070920 N AUG660 0064 5,180.12 072720 N AUG670 0065 4,147.44 072720 N AUG680 0066 8,673.49 071720 N AUG690 0067 2,505.05 072020 N AUG700 0068 892.38 071720 N AUG710 032 0073 12,051.53 E.W. @ F.A.(+) 052820 N AUG010 0074 606.85 061020 N AUG020 0075 23,958.65 061420 N AUG030 0076 6,591.05 061620 N AUG040 0077 1,401.11 062920 N AUG050 0078 18,360.21 063020 N AUG060 0079 4,856.94 070120 N AUG070 0081 6,897.61 070620 N AUG080 0082 8,245.51 070720 N AUG090 0083 14,068.62 070820 N AUG100 0084 1,929.13 070120 N AUG110 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 08/24/20 EST. NO. 007 TIME 05:37 PM 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 --------------------------------------------------------------------------- 0085 3,051.18 070820 N AUG120 0086 3,027.00 070920 N AUG130 0087 1,776.14 071020 N AUG140 0088 2,103.30 071120 N AUG150 0089 7,323.85 071220 N AUG160 0090 20,279.59 071320 N AUG170 0091 7,118.95 071420 N AUG180 0092 21,057.52 071620 N AUG190 0093 7,353.06 072120 N AUG790 0094 1,029.71 072120 N AUG800 0095 5,904.85 072220 N AUG810 0096 1,296.78 080920 N AUG820 0097 1,344.48 071520 N AUG830 0098 2,575.08 071620 N AUG840 0099 620.21 072420 N AUG850 0100 1,419.57 072720 N AUG860 0101 3,282.42 072720 N AUG870 0102 6,199.30 072920 N AUG880 0103 264.99 080220 N AUG890 0104 1,380.15 080620 N AUG900 0105 1,494.10 080920 N AUG910 0106 1,918.98 081020 N AUG920 0107 267.46 081120 N AUG930 0108 3,204.33 081220 N AUG940 0109 828.09 081220 N AUG950 0110 1,742.95 081320 N AUG960 0111 808.45 081320 N AUG970 0112 2,429.11 081320 N AUG981 0113 946.90 081320 N AUG982 0114 1,525.72 081420 N AUG983 0115 1,451.56 071620 N AUG990 037 0015 333.11 E.W. @ F.A.(+) 071920 N AUG200 0016 2,901.99 080620 N AUG201 0017 1,211.95 080920 N AUG202 0018 1,240.51 081020 N AUG203 0019 828.09 081220 N AUG204 0020 1,154.96 081320 N AUG205 0021 568.63 081420 N AUG206 0022 1,078.83 081620 N AUG207 043 0003 3,354.88 E.W. @ F.A.(+) 061320 N AUG208 0004 4,011.18 070720 N AUG209 0005 1,002.80 070820 N AUG210 0006 4,784.20 071720 N AUG211 044 0001 1,035.79 E.W. @ F.A.(+) 062320 N AUG200 0002 10,104.99 062420 N AUG210 0003 13,915.00 062520 N AUG220 0004 14,033.80 062620 N AUG230 0005 18,608.99 062920 N AUG240 0006 6,451.49 063020 N AUG250 0007 1,734.32 070120 N AUG260 0008 21,902.73 070620 N AUG270 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 08/24/20 EST. NO. 007 TIME 05:37 PM 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 --------------------------------------------------------------------------- 0009 12,520.93 070720 N AUG280 051 0001 2,830.20 E.W. @ F.A.(+) 060520 N AUG290 0002 1,674.46 061220 N AUG300 0003 665.91 061620 N AUG310 0004 3,015.80 061720 N AUG320 0005 2,194.92 061820 N AUG330 0006 783.91 061920 N AUG340 0007 943.18 062320 N AUG350 0008 1,209.85 062520 N AUG360 0009 1,215.40 062920 N AUG370 0010 964.58 070120 N AUG380 0011 2,025.93 070620 N AUG390 0012 1,430.75 070720 N AUG400 0013 3,952.02 070720 N AUG410 0014 2,170.47 070820 N AUG420 0015 732.75 070820 N AUG430 0016 682.54 070920 N AUG440 0017 5,649.65 071320 N AUG450 0018 1,657.17 071420 N AUG460 0019 4,849.25 071420 N AUG470 0020 4,962.22 071520 N AUG480 0021 2,072.72 071520 N AUG490 0022 21,585.28 072020 N AUG212 0023 10,518.26 072220 N AUG213 0024 2,316.08 072320 N AUG214 0025 7,296.43 072320 N AUG215 0026 9,639.45 072620 N AUG216 0027 3,112.33 072720 N AUG217 0028 4,979.04 072920 N AUG218 0029 3,141.43 072920 N AUG219 0030 3,232.56 073120 N AUG220 0031 2,893.33 080420 N AUG221 0032 2,095.49 080420 N AUG222 0033 565.25 080520 N AUG223 0034 3,914.61 080520 N AUG224 0035 4,396.24 080520 N AUG225 0036 1,090.86 080520 N AUG226 0037 1,571.40 080520 N AUG227 0038 5,286.32 080620 N AUG228 0039 472.02 080620 N AUG229 0040 1,050.92 080720 N AUG230 0041 654.18 081020 N AUG231 0042 3,664.21 081120 N AUG232 0043 10,827.46 081120 N AUG233 0044 688.19 081220 N AUG234 0045 486.08 081420 N AUG235 863,921.78 TOTAL THIS ESTIMATE 1,962,608.29 TOTAL PREVIOUS ESTIMATE 2,826,530.07 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 08/24/20 EST. NO. 007 TIME 05:37 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES ANOMA -3,000.00 005 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 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 0.250 1,410.25 0.500 2,820 003 TIME-RELATED OVERHEAD (WDAY) WDAY 48,038.9800 28,006,725.34 23.000 1,104,896.54 109.000 5,236,248 004 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 0.032 312,423.97 0.350 3,417,137 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.032 59,679.46 0.350 652,744 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 751.000 6,143 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 645,567.000 587,465 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 264.000 14,892.24 546.000 30,799 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 3,716.000 22,816 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.032 32,821.28 0.350 358,982 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 360.000 8,701.20 107,090.000 2,588,365 014 TEMPORARY CRASH CUSHION MODULE EA 413.4000 491,946.00 727.000 300,541 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 10,622.3200 690,450.80 3.000 31,866.96 42.000 446,137 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.039 55,583.31 0.187 266,514 017 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 6.000 1,301 019 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 2,518.00 1.000 2,518 021 MOVE-IN/MOVE-OUT EA 1,424.2700 21,364.05 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.000 2,269.54 485.000 84,671 024 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 2.000 45,655.84 20.000 456,558 027 STREET SWEEPING LS 2,593,827.0000 2,593,827.00 0.032 83,002.46 0.350 907,839 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.039 15,950.49 0.187 76,480 029 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 0.000 0 031 TREATED WOOD WASTE LB 0.5700 105,450.00 75,460.000 43,012 032 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 12,399.000 87,288.96 46,867.000 329,943 035 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 4,857.000 487,739.94 82,552.000 8,289,871 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 3,034.000 119,448.58 31,374.000 1,235,194 (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 80,918.70 143.200 5,440 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 1,070.000 68,212.50 7,993.000 509,553 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 9,923.000 38,898.16 49,489.000 193,996 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 11,655.000 45,687.60 59,320.000 232,534 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 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 0.000 0 069 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 0.000 0 072 COMPOST (CY) CY 125.4600 1,028,772.00 0.000 0 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 0.000 0 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 14,494.500 892,426.37 53,733.500 3,308,371 075 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 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,782.070 4,168,707.44 53,023.910 6,543,150 080 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 2,338.660 354,657.79 2,338.660 354,657 082 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 -10.910 -24,523.28 2.090 4,697 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 1,514.000 24,466 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 0.000 0 088 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 0.000 0 092 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.4500 2,032,180.20 3,220.000 667,989.00 6,760.000 1,402,362 093 FURNISH PILING (CLASS 90) LF 26.3600 43,230.40 -0.500 -13.18 712.000 18,768 094 DRIVE PILE (CLASS 90) EA 2,683.1700 96,594.12 -1.000 -2,683.17 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 0.000 0 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 6,989,038.00 270.000 704,119.50 617.000 1,609,043 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE, SOUNDWALL PILE CAP CY 1,999.5900 1,715,648.22 271.000 541,888.89 271.000 541,888 (F) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,348.8700 2,000,480.20 41.510 180,521.59 119.860 521,255 (F) PROGRAM CAS145 PAGE 5 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.400 507,689.60 4.400 507,689 RADIAL) 105 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 21,497.0800 537,427.00 0.000 0 SCREEN) DRAINAGE INLET 106 MINOR CONCRETE (BACKFILL) CY 473.2900 1,509,795.10 230.300 108,998.69 356.000 168,491 (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 71,250.000 94,050.00 159,250.000 210,210 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8200 5,500,800.00 191,363.000 731,006.66 269,363.000 1,028,966 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 37,189.000 19,338.28 57,189.000 29,738 (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 3,133,327.70 100.000 6,637.00 100.000 6,637 (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 1,351.000 420,620.34 3,080.000 958,927 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 175.000 55,844.25 675.000 215,399 117 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 2,502.40 4.000 2,502 119 TEMPORARY DRAINAGE SYSTEM LS 1,548,538.0000 1,548,538.00 0.067 103,752.05 0.136 210,601 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 0.000 0 121 18" REINFORCED CONCRETE PIPE LF 199.2000 1,410,336.00 1,181.000 235,255.20 1,999.000 398,200 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 0.000 0 123 27" REINFORCED CONCRETE PIPE LF 422.9000 232,595.00 174.000 73,584.60 197.000 83,311 124 36" REINFORCED CONCRETE PIPE LF 548.2200 208,323.60 0.000 0 125 18" SLOTTED CORRUGATED STEEL PIPE LF 190.2300 1,090,017.90 200.000 38,046.00 200.000 38,046 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 0.000 0 127 4" PERFORATED PLASTIC PIPE LF 6.8400 16,142.40 0.000 0 128 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 309.5500 297,168.00 0.000 0 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 112.000 28,722 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 13.000 9,642.49 13.000 9,642 PROGRAM CAS145 PAGE 6 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 5,933 132 27" ALTERNATIVE FLARED END SECTION EA 743.5000 1,487.00 2.000 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 6.000 23,193 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 0.000 0 136 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 191,255.00 690.000 18,202.20 4,364.000 115,122 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 2,795.000 251,689.75 5,565.400 501,164 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 78.000 15,617.94 171.750 34,389 141 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 8.000 15,346.32 45.000 86,323 143 ADJUST INLET EA 5,216.9000 219,109.80 13.000 67,819.70 26.000 135,639 144 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 4.000 14,253.08 4.000 14,253 146 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 0.000 0 149 CONCRETE (MODIFY CONCRETE APRON) CY 734.1300 5,873.04 0.000 0 150 ROCK SLOPE PROTECTION CY 563.1900 38,296.92 56.000 31,538.64 56.000 31,538 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 214.000 4,243.62 214.000 4,243 152 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 0.000 0 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 3,292.000 53,198.72 6,624.000 107,043 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 3,912.000 12,596.64 17,278.000 55,635 (F) 156 MISCELLANEOUS IRON AND STEEL LB 6.3300 10,634.40 1,681.000 10,640 (F) (SEWER SYSTEM) 157 ELECTRONIC TOLL SYSTEM/LIGHTING TOLL LS 12,339,232.8000 12,339,232.80 0.082 1,011,817.09 0.420 5,182,477 SYSTEM PROGRAM CAS145 PAGE 7 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 866,950.70 743.000 836,551 161 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 0.000 0 165 ANTI-GRAFFITI COATING SQFT 3.5200 224,224.00 0.000 0 (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 10.000 157.30 2,027.000 31,884 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 12,218.000 13,928 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 0.000 0 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 0.000 0 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 0.000 0 175 SPECIAL MARKER EA 112.8100 20,305.80 0.000 0 176 REMOVE ROADSIDE SIGN EA 165.2100 34,694.10 56.000 9,251.76 106.000 17,512 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 2.000 490.00 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 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 24.000 1,247.04 24.000 1,247 200 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 0.000 0 207 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 0.000 0 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 0.000 0 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 215 CONCRETE BARRIER (TYPE 60MC) LF 164.6000 1,728,300.00 0.000 0 216 CONCRETE BARRIER (TYPE 60MD) LF 368.9400 29,146.26 0.000 0 217 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 0.000 0 220 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 0.000 0 222 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 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (TYPE 60MC MOD)(TYPE 1-B) 240 CONCRETE BARRIER (TYPE 60M MOD)(CAMERA LF 945.6900 52,012.95 0.000 0 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 1,605,880.98 654.000 288,767 (F) 244 CONCRETE BARRIER TRANSITION LF 888.4800 115,502.40 0.000 0 (F) (TYPE 60M/60MC) 245 CONCRETE BARRIER TRANSITION LF 510.4400 269,001.88 145.000 74,013 (F) 246 CONCRETE BARRIER (ANCHOR BLOCK) LF 925.7900 17,590.01 0.000 0 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 5,559.000 63,317 248 REMOVE SINGLE METAL BEAM BARRIER LF 17.0900 3,930.70 230.000 3,930 249 REMOVE DOUBLE METAL BEAM BARRIER LF 22.7900 68,370.00 768.000 17,502 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 365.000 25,783.60 6,672.000 471,310 251 REMOVE CRASH CUSHION EA 2,279.0000 6,837.00 1.000 2,279 252 REMOVE CRASH CUSHION (SAND FILLED) EA 9,115.2500 36,461.00 2.000 18,230 253 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 549,000.00 332,599.000 149,669 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 759.000 2,588 PROGRAM CAS145 PAGE 11 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.012 138,043.66 0.034 391,123 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.055 170,523.82 0.413 1,280,478 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.130 1,479,751.13 0.425 4,837,647 270 WEIGH-IN-MOTION SYSTEM LS 1,542,028.0000 1,542,028.00 0.057 87,895 271 TEMPORARY LIGHTING SYSTEM LS 3,107,349.0000 3,107,349.00 0.580 1,802,262 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.013 39,316.24 0.340 1,028,270 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.095 776,930.14 0.296 2,420,750 PROGRAM CAS145 PAGE 12 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:37 PM ESTIMATE NO. 007 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 08/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 16,648,311.18 71,970,958.85 ADJUSTMENT OF COMPENSATION 0.00 163,204.26 EXTRA WORK 863,921.78 2,663,325.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,512,232.96 74,797,488.92 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 0.200 3,085,858.80 0.950 14,657,829 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 20,598,091.76 89,455,318.22 MATERIALS ON HAND ON SITE 208,415.36 2,785,232.34 DEDUCTIONS 0.00 -3,000.00 TOTAL 20,806,507.12 92,237,550.56 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 07/18/22 110 11 0 0 27% 19% PROGRESS IS SATISFACTORY MCCRANK, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/20