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 04/23/21 EST. NO. 015 TIME 05:27 AM R.E. NAME: SCHRAM, DARRYL 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 0389-1 -4,449.80 E.W. @ F.A.(+) 010621 N MAR020 DAO CORRECTING ENTRY 0410 3,171.87 030121 N APR001 0411 2,703.43 030221 N APR002 0412 2,444.51 030321 N APR003 0413 2,673.46 030421 N APR004 0414 2,593.27 030521 N APR005 0415 2,556.62 030821 N APR006 0416 2,494.29 030921 N APR007 0417 1,135.44 031021 N APR008 0418 3,349.08 031121 N APR009 0419 3,363.17 031221 N APR010 0420 4,773.45 031521 N APR011 0421 3,470.25 031621 N APR012 0422 3,255.78 031721 N APR013 0423 3,001.65 031921 N APR014 0424 2,223.90 032221 N APR015 0425 1,494.37 032321 N APR016 0426 1,300.57 032421 N APR017 0427 4,145.02 031521 N APR018 0428 1,519.74 031621 N APR019 0429 1,335.48 031721 N APR020 0430 774.59 030521 N APR021 0431 853.48 032321 N APR022 0432 1,556.39 032521 N APR023 0433 853.48 033021 N APR024 0434 2,000.67 040621 N APR025 0435 2,924.99 031721 N APR026 0436 2,836.77 031721 N APR027 0437 9,871.52 032121 N APR028 0438 885.93 032121 N APR029 0439 1,132.41 032321 N APR030 003 0014 300.00 E.W. @ F.A.(+) 033121 N APR031 017 0019 47,426.00 E.W. @ U.P (+) 041321 N APR032 0020 11,880.00 041521 N APR033 028 0004 9,780.40 E.W. @ U.P (+) 010621 N APR034 0005 -11,360.51 A.C. @ L.S.(-) 041621 N APR035 031 0181 7,590.00 E.W. @ F.A.(+) 022221 N APR131 0182 7,590.00 022321 N APR132 0183 1,167.50 022621 N APR133 0184 4,987.59 030521 N APR134 0185 1,652.04 031221 N APR135 0186 2,329.34 030821 N APR136 0187 4,312.72 031621 N APR137 0188 5,535.73 032221 N APR138 0189 2,031.92 032221 N APR139 0190 5,942.05 032321 N APR140 0191 5,173.28 032421 N APR141 0192 4,665.43 032321 N APR142 0193 22,376.22 031521 N APR143 0194 7,590.00 031021 N APR144 0195 9,570.22 032421 N APR145 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 04/23/21 EST. NO. 015 TIME 05:27 AM R.E. NAME: SCHRAM, DARRYL 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 --------------------------------------------------------------------------- 0196 3,752.88 032221 N APR146 032 0264 7,070.36 E.W. @ F.A.(+) 011321 N MAR042 0265 794.45 031121 N APR400 0266 2,238.86 031221 N APR410 0267 605.56 031621 N APR420 0268 4,594.84 031721 N APR430 0269 2,640.00 032121 N APR440 0270 974.13 032221 N APR450 0271 1,021.95 032421 N APR460 0272 1,717.80 032921 N APR470 0273 2,811.77 032921 N APR480 0274 1,042.89 032921 N APR490 0275 4,255.58 033021 N APR500 0276 1,378.08 033121 N APR510 0277 1,472.86 040821 N APR520 0278 1,237.50 032121 N APR530 0279 1,169.12 021621 N APR540 0280 4,434.86 032321 N APR550 0281 4,434.86 032321 N APR560 0282 49,524.75 020521 N APR570 037 0140 607.18 E.W. @ F.A.(+) 032221 N APR580 041 0002 18,314.75 A.C. @ L.S.(+) 041621 N APR036 043 0010 1,726.71 E.W. @ F.A.(+) 040721 N APR590 051 0181 975.30 E.W. @ F.A.(+) 031121 N APR600 0182 335.83 031521 N APR610 0183 735.43 031621 N APR620 0184 1,348.59 031721 N APR650 0185 1,586.15 031721 N APR640 0186 783.92 031821 N APR660 0187 2,361.97 031821 N APR670 0188 2,132.33 031921 N APR680 0189 3,341.18 032121 N APR690 0190 2,392.73 032121 N APR700 0191 1,802.88 031621 N APR630 0192 12,767.50 032121 N APR710 0193 725.15 032421 N APR730 0194 1,714.95 032221 N APR720 0195 836.92 032421 N APR740 0196 457.64 032621 N APR750 0197 558.85 032621 N APR760 0198 2,049.63 032921 N APR770 0199 4,219.97 033121 N APR780 0200 1,896.99 040521 N APR790 0201 1,151.65 040621 N APR800 0202 2,213.49 040621 N APR810 0203 9,032.08 040721 N APR830 0204 1,393.83 040721 N APR820 0206 16,711.35 040821 N APR840 0207 4,503.98 040921 N APR850 062 0036 2,103.79 E.W. @ F.A.(+) 030721 N APR850 0037 2,690.34 031221 N APR860 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 04/23/21 EST. NO. 015 TIME 05:27 AM R.E. NAME: SCHRAM, DARRYL 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 --------------------------------------------------------------------------- 0038 5,753.67 031921 N APR880 0039 1,020.81 031821 N APR870 0040 8,160.70 A.C. @ U.P.(+) 041621 N APR037 070 0003 754.30 E.W. @ U.P (+) 041621 N APR038 077 0001 7,343.46 E.W. @ F.A.(+) 020221 N APR100 0002 5,190.04 020321 N APR101 0003 4,976.07 020821 N APR102 0004 1,160.62 021121 N APR103 0005 2,517.43 021221 N APR104 0006 2,560.88 021621 N APR105 0007 4,204.06 021721 N APR106 0008 2,707.80 021821 N APR107 0009 6,750.38 022221 N APR108 0010 7,528.50 022321 N APR109 0011 7,555.63 022421 N APR110 0012 6,654.30 022621 N APR111 0013 1,742.58 030121 N APR112 0014 889.50 030421 N APR113 0015 3,781.19 030521 N APR114 0016 1,570.39 030521 N APR115 0017 2,520.30 030521 N APR116 0018 8,729.11 031621 N APR118 0019 6,103.82 031521 N APR117 0020 1,104.32 031821 N APR119 0021 3,365.19 041221 N APR120 0022 3,752.88 032221 N APR121 0022-1 -3,752.88 032221 N APR121 DAO CORRECTING ENTRY 0023 736,368.00 E.W. @ U.P (+) 031521 N APR122 0024 171,308.00 E.W. @ L.S.(+) 031521 N APR123 079 0054 334.76 E.W. @ F.A.(+) 030221 N APR150 0055 193.35 030821 N APR151 0056 295.31 031021 N APR152 0057 552.48 031121 N APR153 0058 2,466.00 031621 N APR154 0059 625.67 031621 N APR155 0060 3,831.67 032121 N APR156 0061 552.35 032221 N APR157 0062 1,166.56 032321 N APR158 0063 957.64 032421 N APR159 0064 816.40 032521 N APR160 0065 3,877.33 032921 N APR161 0066 2,683.06 033021 N APR162 0067 2,416.03 033021 N APR163 0068 2,170.06 033121 N APR164 0069 216.09 033121 N APR166 0070 2,361.32 040121 N APR167 0071 2,604.91 040121 N APR168 0072 3,312.48 040221 N APR169 0073 4,068.82 040421 N APR170 0074 2,622.58 040521 N APR171 0075 3,136.76 040521 N APR172 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 04/23/21 EST. NO. 015 TIME 05:27 AM R.E. NAME: SCHRAM, DARRYL 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 --------------------------------------------------------------------------- 0076 1,859.72 040621 N APR173 0077 4,861.61 040721 N APR174 0078 5,732.55 040821 N APR175 0079 412.06 041321 N APR176 0080 5,845.95 040521 N APR177 0081 1,798.11 033121 N APR165 1,497,524.55 TOTAL THIS ESTIMATE 7,836,605.84 TOTAL PREVIOUS ESTIMATE 9,334,130.39 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 04/23/21 EST. NO. 015 TIME 05:27 AM R.E. NAME: SCHRAM, DARRYL 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 REJECTED PILES -2,000.00 011 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 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 0.750 4,230 003 TIME-RELATED OVERHEAD (WDAY) WDAY 48,038.9800 28,006,725.34 21.000 1,008,818.58 259.000 12,442,095 004 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 0.028 273,370.97 0.556 5,428,366 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.028 52,219.52 0.556 1,036,930 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 126.000 1,030.68 1,478.000 12,090 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 451,453.000 410,822.23 1,974,916.000 1,797,173 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 164.000 9,251.24 2,129.000 120,096 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 1,886.000 11,580.04 10,790.000 66,250 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.028 28,718.62 0.556 570,269 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 79,820.000 1,929,249.40 328,310.000 7,935,252 014 TEMPORARY CRASH CUSHION MODULE EA 413.4000 491,946.00 1,159.000 479,130 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 10,622.3200 690,450.80 16.000 169,957.12 153.000 1,625,214 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.036 51,307.67 0.444 632,794 017 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 16.000 3,471 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 389.2000 19,460.00 7.000 2,724 020 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 6.000 8,545 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 63,092.000 83,912 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 174.5800 146,647.20 103.000 17,981.74 716.000 124,999 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 1,580.000 6,383.20 127,736.000 516,053 025 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 21.000 479,386 027 STREET SWEEPING LS 2,593,827.0000 2,593,827.00 0.028 72,627.16 0.556 1,442,167 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.036 14,723.53 0.444 181,590 029 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 8,866.000 5,053.62 165,792.000 94,501 032 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 2,065.900 14,543.94 71,645.300 504,382 035 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 7,408.000 743,911.36 149,051.650 14,967,766 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 54.250 2,135.82 41,189.000 1,621,610 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 42.1800 5,483.40 150.000 6,327 040 STRUCTURE BACKFILL CY 42.1800 5,483.40 150.000 6,327 041 DITCH EXCAVATION CY 37.9900 80,918.70 1,362.200 51,749 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 17,119.000 1,091,336 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 5,029.000 19,713.68 67,244.000 263,596 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 107,114.000 419,886 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 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.000 11,110 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 382.000 118,328.32 1,636.000 506,767 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 67,587.000 50,690.25 263,381.000 197,535 070 FIBER ROLLS LF 4.2600 326,742.00 11,793.000 50,238.18 35,228.000 150,071 071 HYDROSEED SQFT 0.1800 280,800.00 127,264.000 22,907.52 611,950.000 110,151 072 COMPOST (CY) CY 125.4600 1,028,772.00 1,514.000 189,946.44 4,081.000 512,002 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 122,601.000 11,034.09 308,938.000 27,804 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 1,886.000 116,121.02 91,059.500 5,606,533 075 LEAN CONCRETE BASE RAPID SETTING CY 894.4300 250,440.40 348.000 311,261 076 FULL WIDTH SEGMENT CORRECTION EA 2,816.2700 174,608.74 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,942.360 1,720,487.22 118,403.590 14,611,003 080 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 17,573.040 2,664,951 082 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 7.530 16,925.78 65.650 147,566 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 9,548.000 154,295 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 2,018.000 8,112.36 40,480.000 162,729 088 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 1,513,980.00 840.000 1,630,440 090 REMOVE CONCRETE PAVEMENT AND BASE CY 390.3800 347,438.20 546.100 213,186 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 100.000 165,211.00 250.000 413,027 092 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 2,962.500 78,091 094 DRIVE PILE (CLASS 90) EA 2,683.1700 96,594.12 74.000 198,554 095 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 25.000 66,437 PILE (SIGN FOUNDATION) 100 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,631.9700 1,079,107.70 58.000 152,654.26 58.000 152,654 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 230.000 599,805.50 1,320.000 3,442,362 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 42.880 186,479.55 344.870 1,499,794 (F) PROGRAM CAS145 PAGE 5 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 1,153,840 RADIAL) 105 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 21,497.0800 537,427.00 5.000 107,485 SCREEN) DRAINAGE INLET 106 MINOR CONCRETE (BACKFILL) CY 473.2900 1,509,795.10 118.200 55,942.88 2,088.150 988,300 (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 331,613.04 251,222.000 331,613 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8200 5,500,800.00 107,728.000 411,520.96 708,481.000 2,706,397 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 491,683.000 255,675 (F) 111 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,709.0900 58,109.06 27.500 46,999 112 REMOVE SIGN STRUCTURE (EA) EA 2,278.7800 111,660.22 10.000 22,787.80 50.000 113,939 113 SOUND WALL (MASONRY BLOCK) SQFT 66.3700 3,133,327.70 47,210.000 3,133,327 (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 1,103.000 343,408.02 7,394.000 2,302,047 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 1,842.000 587,800 117 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 0.040 61,941.52 0.519 803,691 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 171.000 33,527 121 18" REINFORCED CONCRETE PIPE LF 199.2000 1,410,336.00 219.000 43,624.80 3,830.500 763,035 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 200.000 59,242.00 351.000 103,969 123 27" REINFORCED CONCRETE PIPE LF 422.9000 232,595.00 539.000 227,943 124 36" REINFORCED CONCRETE PIPE LF 548.2200 208,323.60 423.000 231,897 125 18" SLOTTED CORRUGATED STEEL PIPE LF 190.2300 1,090,017.90 4,858.000 924,137 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 78.000 622.44 569.000 4,540 127 4" PERFORATED PLASTIC PIPE LF 6.8400 16,142.40 1,808.000 12,366 128 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 309.5500 297,168.00 121.000 37,455.55 954.000 295,310 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 350.000 89,757.50 4,248.000 1,089,399 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 25.000 18,543 PROGRAM CAS145 PAGE 6 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 3,936 134 INLET DEPRESSION EA 3,865.6600 695,818.80 9.000 34,790.94 154.000 595,311 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 1,217.000 7,764 136 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 2,171.000 57,270.98 6,935.000 182,945 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 1,186.400 106,835.32 11,881.500 1,069,929 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 214.750 42,999.39 1,567.470 313,854 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 1,622.000 119,508.96 3,258.000 240,049 142 REMOVE INLET EA 1,918.2900 326,109.30 29.000 55,630.41 132.000 253,214 143 ADJUST INLET EA 5,216.9000 219,109.80 2.000 10,433.80 36.000 187,808 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 9.000 36,740 145 CAP INLET EA 3,563.2700 39,195.97 1.000 3,563.27 8.000 28,506 146 SAND BACKFILL CY 374.1000 172,086.00 77.900 29,142 147 SAND BACKFILL (ABANDON SEWER) CY 210.8200 23,190.20 84.000 17,708 148 CONCRETE (CONCRETE APRON) CY 896.4100 28,685.12 6.300 5,647 149 CONCRETE (MODIFY CONCRETE APRON) CY 734.1300 5,873.04 0.000 0 150 ROCK SLOPE PROTECTION CY 563.1900 38,296.92 86.200 48,546 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 292.700 5,804 152 MINOR CONCRETE (CURB) (CY) CY 1,471.7000 29,434.00 6.440 9,477.75 31.570 46,461 153 MINOR CONCRETE (TEXTURED PAVING) CY 1,132.5800 1,359,096.00 241.000 272,951.78 1,129.500 1,279,249 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 8,495.000 137,279 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 10,758.000 34,640.76 70,742.000 227,789 (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 0.027 333,159.29 0.757 9,340,799 SYSTEM PROGRAM CAS145 PAGE 7 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,084.750 245,448 165 ANTI-GRAFFITI COATING SQFT 3.5200 224,224.00 63,700.000 224,224 (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 1,216.000 44,456.96 1,216.000 44,456 168 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 18,338.40 252.000 19,255.32 252.000 19,255 170 REMOVE FENCE LF 15.7300 29,729.70 2,027.000 31,884 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 15,089.000 17,201.46 40,938.000 46,669 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 90.000 2,564.10 507.000 14,444 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 5,323.000 27,200.53 16,085.000 82,194 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 3.000 1,538.31 11.000 5,640 175 SPECIAL MARKER EA 112.8100 20,305.80 0.000 0 176 REMOVE ROADSIDE SIGN EA 165.2100 34,694.10 1.000 165.21 174.000 28,746 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 3.000 735.00 7.000 1,715 178 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 10.000 14,755.10 35.000 51,642 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 0.000 0 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 4,760.000 94,914.40 16,207.000 323,167 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 2,327.000 63,643.45 3,842.000 105,078 183 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 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,653.000 20,348.43 6,431.000 79,165 196 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 3,493.800 131,366 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 2,355.250 122,378.79 14,207.500 738,221 200 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.4800 1,746,960.00 107.420 12,941.96 4,533.930 546,247 201 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 57.0000 1,425.00 25.000 1,425.00 50.000 2,850 (WOOD POST) 202 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 56.9700 10,824.30 187.500 10,681 203 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 2.000 11,394 205 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 4.000 43,296.60 11.000 119,065 207 END CAP (TYPE A) EA 683.6900 8,887.97 2.000 1,367.38 14.000 9,571 208 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 16.000 25,522.24 71.000 113,254 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 14.000 71,781.22 61.000 312,761 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 1.000 11,394.00 1.000 11,394 PROGRAM CAS145 PAGE 9 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 113,938.28 11.000 626,660 213 CRASH CUSHION (SMART SC1-100GM)-(TEST EA 65,515.0000 131,030.00 1.000 65,515.00 2.000 131,030 LEVEL 3) 214 CONCRETE BARRIER (TYPE 60M) LF 147.5700 895,749.90 920.500 135,838 215 CONCRETE BARRIER (TYPE 60MC) LF 164.6000 1,728,300.00 11,466.980 1,887,464 216 CONCRETE BARRIER (TYPE 60MD) LF 368.9400 29,146.26 79.000 29,146 217 CONCRETE BARRIER (TYPE 60MF) LF 527.8500 675,648.00 575.000 303,513 218 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 88.000 68,479 220 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 73,792 222 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 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 162,545.50 218.600 209,014 (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 3,637.000 1,605,880 (F) 244 CONCRETE BARRIER TRANSITION LF 888.4800 115,502.40 258.000 229,227 (F) (TYPE 60M/60MC) 245 CONCRETE BARRIER TRANSITION LF 510.4400 269,001.88 527.000 269,001 (F) 246 CONCRETE BARRIER (ANCHOR BLOCK) LF 925.7900 17,590.01 24.250 22,450.41 52.000 48,141 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 291.000 3,314.49 10,068.900 114,684 248 REMOVE SINGLE METAL BEAM BARRIER LF 17.0900 3,930.70 2,625.000 44,861 249 REMOVE DOUBLE METAL BEAM BARRIER LF 22.7900 68,370.00 328.200 7,479.68 2,964.200 67,554 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 25,710.000 1,816,154.40 55,542.300 3,923,508 251 REMOVE CRASH CUSHION EA 2,279.0000 6,837.00 3.000 6,837 252 REMOVE CRASH CUSHION (SAND FILLED) EA 9,115.2500 36,461.00 1.900 17,318.98 6.000 54,691 253 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 42,852.000 19,283.40 569,146.000 256,115 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 132.000 450.12 1,448.000 4,937 PROGRAM CAS145 PAGE 11 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.025 287,590.97 0.063 724,729 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.494 1,531,613 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.820 9,333,814 270 WEIGH-IN-MOTION SYSTEM LS 1,542,028.0000 1,542,028.00 0.857 1,321,518 271 TEMPORARY LIGHTING SYSTEM LS 3,107,349.0000 3,107,349.00 0.216 671,187.38 0.868 2,697,178 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.181 547,403.01 0.583 1,763,182 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.005 40,891.06 0.509 4,162,709 PROGRAM CAS145 PAGE 12 DATE 04/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:27 AM ESTIMATE NO. 015 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 04/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 04/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,672,334.38 163,469,431.15 ADJUSTMENT OF COMPENSATION 15,114.94 740,075.62 EXTRA WORK 1,482,409.61 8,594,054.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,169,858.93 172,803,561.54 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 0.050 771,464.70 1.000 15,429,294 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 16,941,323.63 188,232,855.54 MATERIALS ON HAND ON SITE 1,159,356.14 3,868,173.82 DEDUCTIONS 0.00 -8,000.00 TOTAL 18,100,679.77 192,093,029.36 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 09/08/22 262 23 25 0 55% 43% PROGRESS IS SATISFACTORY SCHRAM, DARRYL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/21