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 09/21/21 EST. NO. 020 TIME 10:10 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 0469 739.29 E.W. @ F.A.(+) 082921 N SEM001 0470 656.67 080821 N SEM002 0471 1,249.54 081121 N SEM003 0472 2,177.60 081721 N SEM004 0473 1,468.97 090121 N SEM005 003 0019 300.00 E.W. @ F.A.(+) 083121 N SEM006 006 0005 71,495.73 A.C. @ L.S.(+) 091621 N SEM024 010 0005 49,221.45 A.C. @ L.S.(+) 091621 N SEM025 017 0025 28,710.00 E.W. @ U.P (+) 090721 N SEM007 028 0007 -40,573.25 A.C. @ L.S.(-) 091621 N SEM026 031 0008-1 -6,638.93 E.W. @ F.A.(+) 042820 N MAY530 DAO CORRECTING ENTRY 0040-1 -5,375.22 060120 N JUL370 DAO CORRECTING ENTRY 0041-1 -2,368.61 060220 N JUL380 DAO CORRECTING ENTRY 0042-1 -8,405.08 060320 N JUL390 DAO CORRECTING ENTRY 0062-1 -3,462.68 071320 N AUG650 DAO CORRECTING ENTRY 0073-1 -2,060.93 080520 N SEP043 DAO CORRECTING ENTRY 0074-1 -811.11 083120 N SEP044 DAO CORRECTING ENTRY 0075-1 -1,999.73 080320 N SEP045 DAO CORRECTING ENTRY 0076-1 -1,700.52 080420 N SEP046 DAO CORRECTING ENTRY 0077-1 -2,999.58 080620 N SEP047 DAO CORRECTING ENTRY 0078-1 -5,999.18 080720 N SEP048 DAO CORRECTING ENTRY 0079-1 -999.87 081020 N SEP049 DAO CORRECTING ENTRY 0080-1 -1,900.42 081220 N SEP050 DAO CORRECTING ENTRY 0118-1 -1,249.83 092220 N NOV054 DAO CORRECTING ENTRY 0120-1 -1,999.73 102220 N NOV056 DAO CORRECTING ENTRY 0121-1 -3,348.63 102320 N NOV057 DAO CORRECTING ENTRY 0124-1 -10,415.46 103020 N NOV060 DAO CORRECTING ENTRY 0128-1 -3,443.65 110620 N NOV064 DAO CORRECTING ENTRY 0133-1 -6,538.95 111820 N DEC029 DAO CORRECTING ENTRY 0134-1 -4,227.99 111720 N DEC030 DAO CORRECTING ENTRY 0135-1 -1,394.53 111720 N DEC031 DAO CORRECTING ENTRY 0137-1 -4,093.36 111320 N DEC033 DAO CORRECTING ENTRY 0140-1 -2,840.96 111020 N DEC036 DAO CORRECTING ENTRY 0148-1 -1,744.27 111620 N DEC044 DAO CORRECTING ENTRY 0151-1 -4,483.77 120420 N DEC047 DAO CORRECTING ENTRY 0155-1 -3,418.54 102920 N JAN025 DAO CORRECTING ENTRY 0156-1 -2,733.28 112320 N JAN026 DAO CORRECTING ENTRY 0157-1 -3,722.33 111920 N JAN027 DAO CORRECTING ENTRY 0158-1 -9,407.63 112420 N JAN028 DAO CORRECTING ENTRY 0164-1 -7,021.07 010521 N FEB030 DAO CORRECTING ENTRY 0165-1 -24,446.38 010621 N FEB031 DAO CORRECTING ENTRY 0173-1 -3,486.20 112520 N MAR090 DAO CORRECTING ENTRY 0177-1 -2,950.90 021021 N MAR094 DAO CORRECTING ENTRY 0178-1 -4,371.48 022321 N MAR095 DAO CORRECTING ENTRY 0179-1 -2,415.51 022521 N MAR096 DAO CORRECTING ENTRY 0184-1 -4,987.59 030521 N APR134 DAO CORRECTING ENTRY 0210-1 -850.22 021721 N MAY020 DAO CORRECTING ENTRY 0214-1 -4,806.53 042121 N MAY024 DAO CORRECTING ENTRY 0217-1 -7,953.62 021621 N MAY030 DAO CORRECTING ENTRY 0218-1 -3,099.71 050821 N JUN020 DAO CORRECTING ENTRY 0219-1 -1,693.33 042121 N JUN021 DAO CORRECTING ENTRY 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 09/21/21 EST. NO. 020 TIME 10:10 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 --------------------------------------------------------------------------- 0225-1 -5,756.17 042221 N JUN027 DAO CORRECTING ENTRY 0226-1 -2,822.20 042121 N JUN028 DAO CORRECTING ENTRY 0231-1 -5,172.11 052021 N JUL133 DAO CORRECTING ENTRY 0232-1 -7,667.42 061421 N JUL134 DAO CORRECTING ENTRY 0237-1 -1,985.85 060721 N JUL139 DAO CORRECTING ENTRY 0241-1 -1,498.35 061521 N JUL143 DAO CORRECTING ENTRY 0244-1 -2,481.83 071621 N AUG016 DAO CORRECTING ENTRY 0245-1 -3,462.36 071521 N AUG017 DAO CORRECTING ENTRY 0246-1 -3,132.45 062121 N AUG018 DAO CORRECTING ENTRY 0247-1 -932.46 071921 N AUG019 DAO CORRECTING ENTRY 0250-1 -13,096.23 071321 N AUG022 DAO CORRECTING ENTRY 0251-1 -1,977.67 071221 N AUG023 DAO CORRECTING ENTRY 0253-1 -5,498.52 061721 N AUG025 DAO CORRECTING ENTRY 0254-1 -19,184.97 062921 N AUG026 DAO CORRECTING ENTRY 0255-1 -5,904.92 020521 N AUG027 DAO CORRECTING ENTRY 0259 16,824.50 071621 N SEM010 0260 6,898.63 041921 N SEM009 0261 6,575.13 031121 N SEM011 0262 4,114.53 071921 N SEM012 0263 894.54 060321 N SEM013 0264 28,884.42 051321 N SEM014 0265 23,870.61 070121 N SEM015 0266 7,046.71 070921 N SEM016 0267 4,831.68 071321 N SEM017 0268 6,109.87 072821 N SEM018 0269 261.88 082521 N SEM020 0270 1,659.80 030721 N SEM021 0271 3,283.34 071221 N SEM022 0272 7,096.29 070621 N SEM023 0274 15,523.49 072921 N SEM019 032 0362 252.24 E.W. @ F.A.(+) 081121 N SEM032 0363 2,108.37 081621 N SEM033 0364 2,368.32 082921 N SEM034 0365 5,341.19 083021 N SEM035 0366 3,258.92 083121 N SEM036 0367 5,088.40 083121 N SEM037 0368 8,451.60 090121 N SEM038 0369 4,651.92 090221 N SEM039 0370 3,097.83 090721 N SEM040 034 0003 82,662.00 A.C. @ L.S.(+) 091621 N SEM027 051 0251 1,107.33 E.W. @ F.A.(+) 081221 N SEM041 0252 2,302.83 081221 N SEM042 0253 2,154.19 081321 N SEM043 0254 1,524.51 081621 N SEM044 0255 2,788.61 081721 N SEM045 0256 2,788.61 081821 N SEM046 0257 3,083.94 081921 N SEM047 0258 3,012.98 081521 N SEM048 0259 230.42 081621 N SEM049 0260 1,446.61 081621 N SEM050 0261 1,725.07 081721 N SEM051 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 09/21/21 EST. NO. 020 TIME 10:10 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 --------------------------------------------------------------------------- 0262 1,637.28 081821 N SEM052 0263 1,637.28 081921 N SEM053 0264 5,431.47 082221 N SEM054 0265 6,645.74 090921 N SEM055 069 0001 8,244.00 A.C. @ L.S.(+) 091621 N SEM028 079 0168 1,460.85 E.W. @ F.A.(+) 081021 N SEM056 0169 2,426.94 081621 N SEM057 0170 2,108.06 081721 N SEM058 0171 955.56 081721 N SEM059 0172 1,669.53 081821 N SEM060 0173 1,823.65 081821 N SEM061 0174 1,152.52 081921 N SEM062 0175 1,654.61 082021 N SEM063 0176 1,838.79 082421 N SEM064 0177 1,045.00 062221 N SEM065 0178 1,980.00 070721 N SEM066 087 0001 26,000.00 E.W. @ U.P (+) 081921 N SEM030 0002 28,869.82 E.W. @ L.S.(+) 081921 N SEM031 092 0001 16,544.06 A.C. @ L.S.(+) 091621 N SEM029 107 0001 6,654.14 E.W. @ F.A.(+) 042820 N SEM100 0002 5,375.22 060120 N SEM101 0003 2,368.62 060220 N SEM102 0004 8,405.10 060320 N SEM103 0005 3,462.68 071320 N SEM104 0006 2,060.93 080520 N SEM105 0007 811.11 083120 N SEM106 0008 1,999.73 080320 N SEM107 0009 1,700.52 080420 N SEM108 0010 2,999.58 080620 N SEM109 0012 5,999.19 080720 N SEM110 0013 999.87 081020 N SEM111 0014 1,900.42 081220 N SEM112 0015 1,249.83 092220 N SEM113 0016 1,999.73 102220 N SEM114 0017 3,348.63 102320 N SEM115 0018 10,415.46 103020 N SEM116 0019 3,443.65 110620 N SEM117 0020 6,538.95 111820 N SEM118 0021 4,228.00 111720 N SEM119 0022 1,394.51 111720 N SEM121 0023 4,093.38 111320 N SEM122 0024 2,840.94 111020 N SEM123 0025 1,744.28 111620 N SEM124 0026 4,483.77 120420 N SEM125 0027 3,373.44 102920 N SEM126 0028 2,733.25 112320 N SEM127 0029 3,722.35 111920 N SEM128 0030 9,407.64 112420 N SEM129 0031 7,021.07 010521 N SEM130 0032 24,446.36 010621 N SEM131 0033 3,486.23 112520 N SEM132 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 09/21/21 EST. NO. 020 TIME 10:10 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 --------------------------------------------------------------------------- 0034 2,950.90 021021 N SEM133 0035 4,371.50 022321 N SEM134 0036 2,415.51 022521 N SEM135 0037 4,987.59 030521 N SEM136 0038 850.22 021721 N SEM137 0039 4,806.53 042121 N SEM138 0040 7,953.62 021621 N SE1390 0041 3,099.71 050821 N SEM140 0042 1,693.33 042121 N SEM141 0043 5,756.17 042221 N SEM142 0044 2,822.20 042121 N SEM143 0045 5,172.11 052021 N SEM144 0046 7,667.42 061421 N SEM145 0047 1,985.85 060721 N SEM146 0048 1,498.35 061521 N SEM147 0049 2,481.83 071621 N SEM148 0050 3,462.36 071521 N SEM149 0051 3,132.45 062121 N SEM150 0052 932.46 071921 N SEM151 0053 13,096.23 071321 N SEM152 0054 1,977.67 071221 N SEM153 0055 5,498.52 061721 N SEM154 0056 19,184.97 062921 N SEM155 0057 5,904.92 020521 N SEM156 501,862.65 TOTAL THIS ESTIMATE 11,378,822.50 TOTAL PREVIOUS ESTIMATE 11,880,685.15 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 09/21/21 EST. NO. 020 TIME 10:10 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 60" CIDH PILE LF -2,000.00 016 REJECTED PILES -2,000.00 018 0.00 -12,000.00 TOTAL DEDUCTIONS 0.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 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 20.000 960,779.60 364.000 17,486,188 004 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 0.700 352,155 006 TRAFFIC CONTROL SYSTEM LS 9,763,249.0000 9,763,249.00 0.027 263,607.72 0.699 6,824,511 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.027 50,354.54 0.699 1,303,623 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 1,565.000 12,801 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 83,469.000 75,956.79 2,130,828.000 1,939,053 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 36.000 2,030.76 2,499.000 140,968 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 10,790.000 66,250 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.027 27,692.96 0.699 716,939 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 600.000 14,502.00 333,821.000 8,068,453 014 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 8.000 84,978.56 183.000 1,943,884 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.034 48,457.24 0.624 889,332 017 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 17.000 3,688 019 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 2.000 5,036 021 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 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 174.5800 146,647.20 15.000 2,618.70 785.000 137,045 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 132,549.000 535,497 025 TEMPORARY REINFORCED SILT FENCE LF 14.3600 298,688.00 20,800.000 298,688 026 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 0.027 70,033.33 0.699 1,813,085 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.034 13,905.56 0.624 255,207 029 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 105,450.00 165,792.000 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 0.705 238,645 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0400 55,616.00 71,910.900 506,252 035 TEMPORARY HIGH-VISIBILITY FENCE LF 6.8700 73,509.00 22,143.000 152,122 036 CLEARING AND GRUBBING (LS) LS 42,499.0000 42,499.00 1.000 42,499 037 ROADWAY EXCAVATION CY 100.4200 15,464,680.00 465.000 46,695.30 158,539.650 15,920,551 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 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 2,994.000 190,867.50 21,853.000 1,393,128 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 69,061.000 270,719 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 108,930.000 427,005 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 1.000 4,330 048 PACKET FERTILIZER EA 0.1700 1,145.80 5,678.000 965 049 PLANT (GROUP M) EA 3.1300 21,096.20 5,678.000 17,772 PROGRAM CAS145 PAGE 3 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.083 10,686.33 0.166 21,372 052 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 9.000 71,012 057 1" REMOTE CONTROL VALVE EA 740.6500 12,591.05 14.000 10,369 058 CERTIFY EXISTING BACKFLOW PREVENTERS LS 14,243.0000 14,243.00 0.000 0 059 POP-UP SPRINKLER ASSEMBLY EA 100.2700 35,094.50 279.000 27,975 060 CAM COUPLER ASSEMBLY EA 831.8200 9,150.02 11.000 9,150 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,392.10 3,713.000 19,047 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.7000 11,115.00 1,874.000 10,681 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.2700 51,163.20 4,290.000 26,898 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.9800 2,473.80 34.000 271 (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 17.000 14,529 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 1,636.000 506,767 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 353,503.000 265,127 070 FIBER ROLLS LF 4.2600 326,742.00 49,591.000 211,257 071 HYDROSEED SQFT 0.1800 280,800.00 730,097.000 131,417 072 COMPOST (CY) CY 125.4600 1,028,772.00 5,113.000 641,476 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 392,093.000 35,288 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 95,480.340 5,878,724 075 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 62.000 174,608 PROGRAM CAS145 PAGE 4 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 36,618 078 REPLACE ASPHALT CONCRETE SURFACING CY 536.5100 1,212,512.60 294.190 157,835 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 20.090 2,479.11 146,999.930 18,139,791 080 HOT MIX ASPHALT (TYPE A) (BARRIER TON 144.0800 1,383,168.00 33.500 4,826 RECONSTRUCT) 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.6500 13,603,005.00 2,733.240 414,495.85 74,364.930 11,277,441 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 154.3800 15,901,140.00 5,487.850 847,214.28 5,487.850 847,214 (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 10,780.000 176,576.40 10,780.000 176,576 085 TACK COAT TON 2,247.7800 1,640,879.40 53.230 119,649.33 275.730 619,780 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 9,604.000 155,200 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 60,131.000 241,726.62 100,611.000 404,456 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 67,591.000 869,896.17 407,477.000 5,244,228 (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 347,438.20 664.830 259,536 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 45.000 74,344.95 765.000 1,263,864 092 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 1,079,107.70 387.000 1,018,572 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 90.000 234,706.50 2,655.000 6,923,841 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 5.600 24,353.67 466.500 2,028,747 (F) PROGRAM CAS145 PAGE 5 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,509,795.10 160.850 76,128.70 3,882.480 1,837,538 (F) 107 HEAVY BLAST TEXTURE SQFT 218.1700 1,629,729.90 1,679.340 366,381.61 2,740.600 597,916 (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 54,519.000 208,262.58 1,090,986.000 4,167,566 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 199,896.000 103,945.92 807,579.000 419,941 (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 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 10,692.000 3,328,847 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 2,171.000 692,787 117 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 0.042 65,038.60 0.942 1,458,722 120 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 5,991.500 1,193,506 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 441.000 130,628 123 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 5,392.000 1,025,720 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 569.000 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 297,168.00 954.000 295,310 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 1,712.000 439,042.40 15,150.000 3,885,217 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 25.000 18,543 PROGRAM CAS145 PAGE 6 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 8,159 132 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 695,818.80 155.000 599,177 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 2,294.000 14,635 136 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 6,935.000 182,945 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 75.000 6,753.75 13,156.500 1,184,742 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 -666.600 -133,473.32 2,158.770 432,250 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 4,817.000 354,916 142 REMOVE INLET EA 1,918.2900 326,109.30 145.000 278,152 143 ADJUST INLET EA 5,216.9000 219,109.80 48.000 250,411 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 10.000 40,823 145 CAP INLET EA 3,563.2700 39,195.97 12.000 42,759 146 SAND BACKFILL CY 374.1000 172,086.00 -0.900 -336.69 104.000 38,906 147 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 31.570 46,461 153 MINOR CONCRETE (TEXTURED PAVING) CY 1,132.5800 1,359,096.00 1,254.500 1,420,821 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 8,495.000 137,279 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 978.000 3,149.16 95,192.000 306,518 (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 0.022 271,463.12 0.888 10,957,238 SYSTEM PROGRAM CAS145 PAGE 7 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 450,038.40 738.910 98,969.61 1,223.970 163,938 164 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 44,456 168 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 19,255 170 REMOVE FENCE LF 15.7300 29,729.70 2,149.370 33,809 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 1,140.000 1,299.60 43,162.000 49,204 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 524.000 14,928 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 16,424.000 83,926 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 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 1.000 165.21 208.000 34,363 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 13.000 3,185 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 47.000 7,764 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 33.000 48,691 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 0.000 0 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 17,999.000 358,900 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 6,157.000 168,393 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 135.000 4,422.60 587.000 19,230 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 64.170 822.66 771.530 9,891 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 54.000 799.74 282.000 4,176 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 228.000 3,506.64 415.000 6,382 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 585.500 9,842.26 888.000 14,927 (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 21,020.70 372.000 6,357 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 8.000 3,873.92 18.000 8,716 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 16.000 10,847.04 29.000 19,660 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 23.000 6,499 METHOD) 193 INSTALL "UNDER CONSTRUCTION" BANNER SIGN EA 1,993.9500 73,776.15 11.000 21,933.45 11.000 21,933 194 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 6,197.000 76,285 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 43.000 19,353 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 3.000 14,053.50 7.000 32,791 (LAMINATED WOOD BOX POST) 198 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.6000 124,832.00 3,493.750 131,365 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 14,903.980 774,410 200 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.4800 1,746,960.00 7,849.480 945,705 201 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 57.0000 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 11.000 119,065 207 END CAP (TYPE A) EA 683.6900 8,887.97 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 71.000 113,254 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 64.000 328,142 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 1.000 11,394 PROGRAM CAS145 PAGE 9 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 626,660 213 CRASH CUSHION (SMART SC1-100GM)-(TEST EA 65,515.0000 131,030.00 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 12,085.830 1,989,327 216 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 6,564.500 1,783,443.36 31,240.610 8,487,448 219 CONCRETE BARRIER (TYPE 60MP) LF 778.1800 59,919.86 88.000 68,479 220 CONCRETE BARRIER (TYPE 60MC MOD) LF 363.2500 221,582.50 356.000 129,317 221 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 776.7600 1,755,477.60 84.760 65,838.18 772.590 600,117 222 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 923.2100 332,355.60 265.000 244,650 223 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 788,368.20 529.400 409,178.55 529.400 409,178 225 CONCRETE BARRIER (TYPE 60MGC MOD 3G) LF 826.9400 173,657.40 201.250 166,421.68 201.250 166,421 226 CONCRETE BARRIER (TYPE 60MGC MOD 3H) LF 868.9900 538,773.80 157.210 136,613 227 CONCRETE BARRIER (TYPE 60MGC MOD 3I) LF 739.3000 628,405.00 130.250 96,293 228 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 726.5000 6,974,400.00 292.100 212,210.65 4,040.430 2,935,372 229 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 726.5000 741,030.00 285.050 207,088.83 285.050 207,088 230 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 726.5000 61,026.00 56.000 40,684 231 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 84.220 73,950.21 84.220 73,950 233 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 865.2900 250,934.10 167.000 144,503 234 CONCRETE BARRIER (TYPE 60R MOD) CASE 3 LF 766.2300 505,711.80 442.700 339,210.02 442.700 339,210 235 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 11.000 8,116.35 11.000 8,116 BARRIER TRANSITION 237 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 754.8800 158,524.80 104.000 78,507.52 104.000 78,507 238 CONCRETE BARRIER (TYPE 60MGC MOD 4E) LF 726.5000 181,625.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 381,183.60 113.660 94,185 242 CONCRETE BARRIER (TYPE 60PR MOD 1A) LF 584.6700 7,016.04 12.000 7,016.04 12.000 7,016 243 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 52.000 48,141 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 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 2,964.200 67,554 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 85,627.300 6,048,712 251 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 7.000 63,806 253 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 281,790.00 432.000 3,926 (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 5,873.000 4,698 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 443,750.00 945.000 1,181 (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 549,000.00 569,146.000 256,115 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 1,630.000 5,558 PROGRAM CAS145 PAGE 11 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.093 1,069,838.40 0.669 7,695,934 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.005 15,502.17 0.519 1,609,124 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.032 364,246.43 0.869 9,891,567 270 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 0.966 3,001,699 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.001 3,024.33 0.795 2,404,339 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.006 49,069.27 0.559 4,571,620 PROGRAM CAS145 PAGE 12 DATE 09/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 10:10 AM ESTIMATE NO. 020 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 09/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 09/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,298,163.82 235,759,453.17 ADJUSTMENT OF COMPENSATION 187,593.99 1,531,603.24 EXTRA WORK 314,268.66 10,349,081.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,800,026.47 247,640,138.32 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 1.000 15,429,294 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 11,800,026.47 263,069,432.32 MATERIALS ON HAND ON SITE -514,223.39 2,169,344.72 DEDUCTIONS 0.00 -12,000.00 TOTAL 11,285,803.08 265,226,777.04 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 09/09/22 364 24 25 0 76% 60% PROGRESS IS SATISFACTORY SCHRAM, DARRYL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/21