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 07/22/21 EST. NO. 018 TIME 05:29 PM 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 0453 5,281.02 E.W. @ F.A.(+) 042221 N JUL011 0454 1,534.96 042321 N JUL012 0455 729.65 061721 N JUL013 0456 941.52 062821 N JUL014 0457 1,125.87 062221 N JUL015 0458 7,961.25 033021 N JUL016 0459 1,413.50 050521 N JUL017 0460 933.01 070621 N JUL018 0461 1,562.24 063021 N JUL019 0462 449.83 070121 N JUL020 0463 576.11 070121 N JUL021 002 0005 3,200.00 E.W. @ F.A.(+) 062921 N JUL022 003 0017 3,050.00 E.W. @ F.A.(+) 063021 N JUL023 017 0023 25,740.00 E.W. @ U.P (+) 071521 N JUL024 031 0229 4,980.62 E.W. @ F.A.(+) 041321 N JUL131 0230 4,254.76 051721 N JUL132 0231 5,172.11 052021 N JUL133 0232 7,667.42 061421 N JUL134 0233 1,037.66 061321 N JUL135 0234 4,786.68 061321 N JUL136 0235 4,786.68 061321 N JUL137 0236 3,962.46 061521 N JUL138 0237 1,985.85 060721 N JUL139 0238 2,503.74 062121 N JUL140 0239 5,978.51 040721 N JUL141 0240 10,304.66 051821 N JUL142 0241 1,498.35 061521 N JUL143 0242 1,341.55 062121 N JUL144 032 0006-1 -361.89 E.W. @ F.A.(+) 043020 N MAY680 DAO CORRECTING ENTRY 0007-1 -120.63 050520 N MAY690 DAO CORRECTING ENTRY 0008-1 -482.51 050620 N MAY700 DAO CORRECTING ENTRY 0009-1 -361.89 051320 N MAY710 DAO CORRECTING ENTRY 0028-1 -239.03 051520 N JUN910 DAO CORRECTING ENTRY 0029-1 -715.00 051520 N JUN920 DAO CORRECTING ENTRY 0030-1 -258.35 052620 N JUN930 DAO CORRECTING ENTRY 0041-1 -17,827.70 070820 N JUL560 DAO CORRECTING ENTRY 0063-1 -442.30 062620 N JUL780 DAO CORRECTING ENTRY 0064-1 -536.68 062920 N JUL790 DAO CORRECTING ENTRY 0065-1 -536.68 063020 N JUL800 DAO CORRECTING ENTRY 0066-1 -638.00 070620 N JUL810 DAO CORRECTING ENTRY 0067-1 -794.22 070720 N JUL820 DAO CORRECTING ENTRY 0073-1 -12,051.53 052820 N AUG010 DAO CORRECTING ENTRY 0074-1 -606.85 061020 N AUG020 DAO CORRECTING ENTRY 0075-1 -23,958.65 061420 N AUG030 DAO CORRECTING ENTRY 0076-1 -6,591.05 061620 N AUG040 DAO CORRECTING ENTRY 0077-1 -1,401.11 062920 N AUG050 DAO CORRECTING ENTRY 0078-1 -18,360.21 063020 N AUG060 DAO CORRECTING ENTRY 0079-1 -4,856.94 070120 N AUG070 DAO CORRECTING ENTRY 0081-1 -6,897.61 070620 N AUG080 DAO CORRECTING ENTRY 0082-1 -8,245.51 070720 N AUG090 DAO CORRECTING ENTRY 0083-1 -14,068.62 070820 N AUG100 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 07/22/21 EST. NO. 018 TIME 05:29 PM 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 --------------------------------------------------------------------------- 0083-2 14,068.62 070820 N AUG100 DAO CORRECTING ENTRY 0083-3 -14,068.62 070820 N AUG100 DAO CORRECTING ENTRY 0139-1 -375.54 092820 N OCT037 DAO CORRECTING ENTRY 0140-1 -1,251.84 092920 N OCT038 DAO CORRECTING ENTRY 0141-1 -613.83 093020 N OCT039 DAO CORRECTING ENTRY 0156-1 -1,247.30 092920 N OCT100 DAO CORRECTING ENTRY 0174-1 -170.24 102120 N NOV082 DAO CORRECTING ENTRY 0187-1 -120.56 111220 N DEC050 DAO CORRECTING ENTRY 0188-1 -120.56 111620 N DEC051 DAO CORRECTING ENTRY 0189-1 -120.56 111720 N DEC052 DAO CORRECTING ENTRY 0218-1 -72,182.04 120920 N JAN048 DAO CORRECTING ENTRY 0234-1 -420.02 011821 N FEB061 DAO CORRECTING ENTRY 0235-1 -508.59 012021 N FEB062 DAO CORRECTING ENTRY 0236-1 -268.35 012121 N FEB063 DAO CORRECTING ENTRY 0237-1 -687.48 012521 N FEB065 DAO CORRECTING ENTRY 0238-1 -420.02 012221 N FEB064 DAO CORRECTING ENTRY 0239-1 -377.07 012621 N FEB066 DAO CORRECTING ENTRY 0240-1 -381.64 012821 N FEB067 DAO CORRECTING ENTRY 0241-1 -265.75 012421 N FEB049 DAO CORRECTING ENTRY 0261-1 -15,210.86 030121 N MAR045 DAO CORRECTING ENTRY 0262-1 -3,660.84 030121 N MAR046 DAO CORRECTING ENTRY 0343 3,862.16 060121 N JUN517 0344 598.36 060721 N JUL032 0345 4,448.50 061621 N JUL033 0346 7,150.00 061821 N JUL034 0347 1,984.65 062121 N JUL035 0348 3,658.70 062221 N JUL036 0349 1,705.00 062821 N JUL037 0350 430.15 062921 N JUL038 0351 994.33 062921 N JUL039 0352 1,164.30 063021 N JUL041 0353 2,167.61 062921 N JUL040 0354 1,937.34 070621 N JUL042 0355 912.08 070721 N JUL043 0356 178.23 060721 N JUL044 037 0147 2,072.05 E.W. @ F.A.(+) 070721 N JUL029 0148 1,108.71 070721 N JUL030 044 0010 12,051.53 E.W. @ F.A.(+) 052820 N JUL001 0011 606.85 061020 N JUL002 0012 23,958.65 061420 N JUL003 0013 6,591.05 061620 N JUL004 0014 1,401.11 062920 N JUL005 0015 18,360.21 063020 N JUL006 0017 6,897.61 070620 N JUL008 0018 8,245.51 070720 N JUL009 0019 14,068.62 070820 N JUL010 048 0002 56,205.63 A.C. @ L.S.(+) 071521 N JUL025 079 0128 1,795.08 E.W. @ F.A.(+) 060721 N JUL101 0129 4,726.30 060821 N JUL102 0130 1,148.48 060921 N JUL103 0131 4,012.90 060921 N JUL104 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 07/22/21 EST. NO. 018 TIME 05:29 PM 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 --------------------------------------------------------------------------- 0132 2,345.23 061021 N JUL105 0133 3,786.52 061321 N JUL106 0134 5,231.70 061421 N JUL107 0135 272.43 061521 N JUL108 0136 3,938.86 061621 N JUL109 0137 2,091.49 061721 N JUL110 0138 2,321.59 062121 N JUL111 0139 3,071.60 062321 N JUL112 0140 2,943.38 062721 N JUL113 0141 1,948.11 062821 N JUL114 0142 443.55 070121 N JUL115 0143 277.86 070621 N JUL116 0144 3,940.42 052721 N JUL117 0145 1,045.00 052721 N JUL118 086 0001 16,194.42 E.W. @ F.A.(+) 071621 N JUL027 099 0001 2,443.15 E.W. @ F.A.(+) 062921 N JUL051 0002 960.42 063021 N JUL052 0003 1,588.38 070121 N JUL053 0004 213.42 070221 N JUL054 0005 1,716.15 061321 N JUL055 0006 1,924.65 062521 N JUL056 0007 1,760.00 062521 N JUL057 0008 2,018.33 062921 N JUL058 0009 378.62 063021 N JUL059 0010 534.87 063021 N JUL060 0011 16,359.83 060321 N JUL061 0012 1,939.79 060321 N JUL062 0013 428.15 060421 N JUL063 0014 3,216.79 060421 N JUL064 0015 571.68 060621 N JUL065 0016 6,081.73 060721 N JUL066 0017 1,806.75 060821 N JUL067 0018 1,260.06 060921 N JUL068 0019 850.26 061521 N JUL069 0020 469.32 061721 N JUL070 0021 2,225.75 062321 N JUL071 0022 530.81 062321 N JUL072 0023 457.40 062421 N JUL073 0024 1,413.83 062421 N JUL074 0025 1,019.22 062521 N JUL075 0026 1,175.63 062521 N JUL076 0027 804.88 063021 N JUL077 0028 595.75 070121 N JUL078 0029 2,329.72 070121 N JUL079 0030 8,459.24 070621 N JUL080 0031 704.64 070621 N JUL081 0032 2,205.67 070721 N JUL082 0033 3,924.60 061821 N JUL083 0034 2,617.91 062321 N JUL084 0035 5,509.28 062421 N JUL085 0036 7,379.08 050921 N JUL086 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 07/22/21 EST. NO. 018 TIME 05:29 PM 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 --------------------------------------------------------------------------- 0037 1,452.16 050921 N JUL087 0038 1,766.93 051021 N JUL088 0039 1,089.11 051021 N JUL089 0040 633.32 051721 N JUL090 0041 1,881.88 051921 N JUL091 0042 3,464.92 052021 N JUL092 0043 1,452.16 052021 N JUL093 0044 4,755.39 052521 N JUL094 0045 1,089.11 052521 N JUL095 0046 8,918.53 052721 N JUL096 0047 726.08 052721 N JUL097 0048 616.92 060721 N JUL098 0049 474.90 060821 N JUL099 0050 2,344.61 061021 N JUL100 0051 1,844.82 062721 N JUL101 0052 913.95 062721 N JUL102 0053 1,314.81 062821 N JUL103 262,913.18 TOTAL THIS ESTIMATE 10,719,841.16 TOTAL PREVIOUS ESTIMATE 10,982,754.34 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 07/22/21 EST. NO. 018 TIME 05:29 PM 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 -2,000.00 -12,000.00 TOTAL DEDUCTIONS -2,000.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 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 20.000 960,779.60 321.000 15,420,512 004 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 0.100 50,307.90 0.700 352,155 006 TRAFFIC CONTROL SYSTEM LS 9,763,249.0000 9,763,249.00 0.027 263,607.72 0.640 6,248,479 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.027 50,354.54 0.640 1,193,589 008 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 1,975,786.000 1,797,965 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 54.000 3,046.14 2,445.000 137,922 011 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 0.640 656,425 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 333,221.000 8,053,951 014 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 1.000 10,622.32 169.000 1,795,172 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.034 48,457.24 0.550 783,867 017 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 1.000 2,518.00 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 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.000 5,411.98 747.000 130,411 024 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 0.640 1,660,049 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.034 13,905.56 0.550 224,942 029 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 2,153.000 216,204.26 159,903.650 16,057,524 038 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 18,119.000 1,155,086 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 720.000 2,822.40 69,061.000 270,719 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 1,816.000 7,118.72 108,930.000 427,005 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 0.000 0 048 PACKET FERTILIZER EA 0.1700 1,145.80 5,678.000 965.26 5,678.000 965 049 PLANT (GROUP M) EA 3.1300 21,096.20 5,678.000 17,772.14 5,678.000 17,772 PROGRAM CAS145 PAGE 3 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 7,890.33 9.000 71,012 057 1" REMOTE CONTROL VALVE EA 740.6500 12,591.05 4.000 2,962.60 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 76.000 7,620.52 279.000 27,975 060 CAM COUPLER ASSEMBLY EA 831.8200 9,150.02 1.000 831.82 11.000 9,150 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,392.10 615.000 3,154.95 3,713.000 19,047 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.7000 11,115.00 785.000 4,474.50 1,874.000 10,681 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.2700 51,163.20 1,840.000 11,536.80 4,290.000 26,898 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.9800 2,473.80 10.000 79.80 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 1.000 854.67 15.000 12,820 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 1,636.000 506,767 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 750.000 562.50 327,567.000 245,675 070 FIBER ROLLS LF 4.2600 326,742.00 1,067.000 4,545.42 45,991.000 195,921 071 HYDROSEED SQFT 0.1800 280,800.00 6,858.000 1,234.44 677,476.000 121,945 072 COMPOST (CY) CY 125.4600 1,028,772.00 150.000 18,819.00 4,614.000 578,872 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 9,333.000 839.97 348,832.000 31,394 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 3,905.840 240,482.57 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 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,212,512.60 294.190 157,835.88 294.190 157,835 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 3,781.350 466,618.59 146,906.350 18,128,243 080 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 20,112.660 3,050,084.89 51,016.620 7,736,670 082 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 66.920 150,421.44 172.750 388,304 086 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 40,480.000 162,729 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 151,272.000 1,946,870.64 194,257.000 2,500,087 (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 347,438.20 118.730 46,349.82 664.830 259,536 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 45.000 74,344.95 625.000 1,032,568 092 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 1,079,107.70 127.000 334,260.19 351.000 923,821 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 135.000 352,059.75 2,320.000 6,050,212 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 20.190 87,803.69 451.940 1,965,428 (F) PROGRAM CAS145 PAGE 5 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,509,795.10 642.700 304,183.48 3,438.930 1,627,611 (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 41,163.000 157,242.66 1,036,467.000 3,959,303 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 37,500.000 19,500.00 589,683.000 306,635 (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 3,455,874.00 251.000 78,146.34 11,692.000 3,640,187 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 1,954.000 623,540 117 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 0.073 113,043.27 0.850 1,316,257 120 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 1,098.000 218,721.60 5,781.500 1,151,674 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 90.000 26,658.90 441.000 130,628 123 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 1,090,017.90 108.000 20,544.84 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 2,076.000 532,390.20 11,678.000 2,994,823 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 25.000 18,543 PROGRAM CAS145 PAGE 6 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,201.00 723.000 4,612.74 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 1,107.000 99,685.35 13,345.500 1,201,762 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 869.600 174,120.01 2,801.570 560,958 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 673.000 49,586.64 4,538.000 334,359 142 REMOVE INLET EA 1,918.2900 326,109.30 9.000 17,264.61 143.000 274,315 143 ADJUST INLET EA 5,216.9000 219,109.80 5.000 26,084.50 43.000 224,326 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 1.000 4,082.33 10.000 40,823 145 CAP INLET EA 3,563.2700 39,195.97 3.000 10,689.81 11.000 39,195 146 SAND BACKFILL CY 374.1000 172,086.00 3.800 1,421.58 104.900 39,243 147 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 3,912.000 12,596.64 92,258.000 297,070 (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 0.017 209,766.96 0.837 10,327,937 SYSTEM PROGRAM CAS145 PAGE 7 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 44,456 168 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 41,011.000 46,752 172 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 17.000 2,808.57 191.000 31,555 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 12.000 2,940 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 23.000 3,799.83 23.000 3,799 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 -2.000 -2,951.02 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 16,207.000 323,167 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 3,959.000 108,278 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 224.000 7,338 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 302.160 3,873.69 320.160 4,104 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,659.30 192.000 2,843.52 208.000 3,080 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 72.000 1,107.36 72.000 1,107 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 112.500 1,891.13 112.500 1,891 (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 6,357.48 375.000 6,408 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 8.000 3,873.92 8.000 3,873 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 8.000 5,423.52 8.000 5,423 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 4.000 1,130.28 4.000 1,130 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 -234.000 -2,880.54 6,197.000 76,285 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 21.000 9,451.47 21.000 9,451 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 2.000 9,369 (LAMINATED WOOD BOX POST) 198 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.6000 124,832.00 -190.950 -7,179.72 3,493.750 131,365 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 289.630 15,049.17 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 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,806.380 1,849,157.32 19,390.760 5,268,081 219 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 1,755,477.60 209.550 162,770.06 409.350 317,966 222 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 538,773.80 157.210 136,613 227 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 1,010.500 734,128.25 2,062.860 1,498,667 229 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 250,934.10 167.000 144,503.43 167.000 144,503 234 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 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 5,919,632.00 151.000 10,666.64 85,449.300 6,036,138 251 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 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.159 1,829,078.55 0.430 4,946,564 268 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 0.003 34,148.10 0.823 9,367,962 270 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 0.794 2,401,314 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.013 106,316.76 0.548 4,481,660 PROGRAM CAS145 PAGE 12 DATE 07/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:29 PM ESTIMATE NO. 018 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 07/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 07/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,719,870.03 209,865,138.55 ADJUSTMENT OF COMPENSATION 56,205.63 1,351,606.25 EXTRA WORK 206,707.55 9,631,148.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,982,783.21 220,847,892.89 274 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 15,982,783.21 236,277,186.89 MATERIALS ON HAND ON SITE -421,082.32 3,078,068.00 DEDUCTIONS -2,000.00 -12,000.00 TOTAL 15,559,700.89 239,343,254.89 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 09/09/22 321 24 25 0 68% 53% PROGRESS IS SATISFACTORY SCHRAM, DARRYL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/21