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 03/18/22 EST. NO. 026 TIME 05:15 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 0574 549.12 E.W. @ F.A.(+) 011722 N MAR030 0575 549.12 011822 N MAR031 0576 549.12 011922 N MAR032 0577 549.12 012022 N MAR033 0578 549.12 012122 N MAR034 0579 549.12 012422 N MAR035 0580 549.12 012522 N MAR036 0581 549.12 012622 N MAR037 0582 549.12 012722 N MAR038 0583 549.12 012822 N MAR039 0584 549.12 013122 N MAR040 0585 549.12 020122 N MAR041 0586 549.12 020222 N MAR042 0587 549.12 020322 N MAR043 0588 549.12 020422 N MAR044 0589 549.12 020722 N MAR045 0590 549.12 020822 N MAR046 0591 549.12 020922 N MAR047 0592 549.12 021022 N MAR048 0593 915.20 021122 N MAR049 0594 915.20 021422 N MAR050 0595 915.20 021522 N MAR051 0596 732.16 021622 N MAR052 0597 732.16 021722 N MAR053 0598 732.16 021822 N MAR054 0599 732.16 022122 N MAR055 0600 732.16 022222 N MAR056 0601 732.16 022322 N MAR057 0602 732.16 022422 N MAR058 0603 732.16 022522 N MAR059 0604 732.16 022822 N MAR060 0605 366.08 030122 N MAR061 0606 366.08 030222 N MAR062 0607 366.08 030322 N MAR063 0608 366.08 030422 N MAR064 0609 366.08 030722 N MAR065 0610 366.08 030822 N MAR066 0611 462.59 030822 N MAR029 0612 3,258.84 030622 N MAR069 0613 1,850.32 030622 N MAR070 0614 931.50 012722 N MAR067 0615 1,273.23 021622 N MAR068 003 0025 300.00 E.W. @ F.A.(+) 022822 N MAR003 017 0031 6,930.00 E.W. @ U.P (+) 030722 N MAR017 019 0002 -7,663.04 A.C. @ L.S.(-) 031422 N MAR004 028 0008 -40,573.25 A.C. @ L.S.(-) 031422 N MAR007 031 0296 7,345.60 E.W. @ F.A.(+) 112921 N MAR071 0297 5,509.23 112421 N MAR072 0298 4,591.03 120121 N MAR073 0299 4,014.03 112321 N MAR074 0300 1,417.65 111221 N MAR075 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 03/18/22 EST. NO. 026 TIME 05:15 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 --------------------------------------------------------------------------- 0302 8,085.59 113021 N MAR077 0303 3,838.37 011422 N MAR078 0304 4,065.01 012222 N MAR079 032 0386 1,480.04 E.W. @ F.A.(+) 021722 N MAR090 0387 1,287.96 021822 N MAR091 038 0002 56,110.50 E.W. @ L.S.(+) 031422 N MAR006 041 0003 18,314.75 A.C. @ L.S.(+) 031422 N MAR005 095 0002 11,819.29 E.W. @ L.S.(+) 031622 N MAR018 103 0004 6,000.00 A.C. @ U.P.(+) 031622 N MAR019 107 0078 15,321.10 E.W. @ F.A.(+) 121621 N MAR108 0079 10,645.07 110421 N MAR109 110 0001 2,178.40 E.W. @ F.A.(+) 100421 N MAR110 0002 9,797.94 100521 N MAR111 0003 11,398.08 100621 N MAR112 0004 10,075.77 100721 N MAR113 0005 9,391.07 100821 N MAR114 0006 1,195.63 101021 N MAR115 0007 11,725.96 101121 N MAR116 0008 2,972.75 011422 N MAR117 207,315.81 TOTAL THIS ESTIMATE 14,381,170.76 TOTAL PREVIOUS ESTIMATE 14,588,486.57 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 03/18/22 EST. NO. 026 TIME 05:15 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 0.00 -12,000.00 TOTAL DEDUCTIONS 0.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 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 13.000 624,506.74 458.000 22,001,852 004 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 0.018 175,738.48 0.828 8,083,970 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.018 33,569.69 0.828 1,544,205 008 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 61,347.000 55,825.77 2,491,480.000 2,267,246 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 12.000 676.92 2,567.000 144,804 011 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 0.018 18,461.97 0.828 849,250 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 840.000 20,302.80 338,861.000 8,190,270 014 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 10,622.32 206.500 2,193,509 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.022 31,354.69 0.786 1,120,217 017 PREPARE STORM WATER POLLUTION PREVENTION LS 58,735.0000 58,735.00 0.700 41,114 PLAN 018 RAIN EVENT ACTION PLAN EA 216.9600 5,640.96 1.000 216.96 22.000 4,773 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 389.2000 19,460.00 16.000 6,227 020 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 7.000 9,969 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 67,892.000 90,296 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 146,647.20 795.000 138,791 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 10,525.000 42,521.00 143,874.000 581,250 025 TEMPORARY REINFORCED SILT FENCE LF 14.3600 298,688.00 20,835.000 299,190 026 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 0.018 46,688.89 0.828 2,147,688 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.022 8,997.71 0.786 321,463 029 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 0.875 17,323 031 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 4,816.000 483,622.72 163,634.650 16,432,191 038 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 2,423.200 92,057 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 24,763.000 1,578,641 043 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 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.664 85,490 052 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 1.000 14,243 059 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 19.000 16,238 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 1,636.000 506,767 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 376,670.000 282,502 070 FIBER ROLLS LF 4.2600 326,742.00 62,690.000 267,059 071 HYDROSEED SQFT 0.1800 280,800.00 891,362.000 160,445 072 COMPOST (CY) CY 125.4600 1,028,772.00 7,360.650 923,467 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 554,221.000 49,879 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 96,877.260 5,964,732 075 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 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,565.900 840,121.01 2,348.000 1,259,725 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 146,895.020 18,126,845 080 HOT MIX ASPHALT (TYPE A) (BARRIER TON 144.0800 1,383,168.00 1,686.570 243,001.01 3,160.620 455,382 RECONSTRUCT) 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.6500 13,603,005.00 84,386.130 12,797,156 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 154.3800 15,901,140.00 12,132.670 1,873,041.59 55,541.870 8,574,553 (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 10,780.000 176,576 085 TACK COAT TON 2,247.7800 1,640,879.40 20.000 44,955.60 484.500 1,089,049 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 9,747.000 157,511 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 21,689.000 87,189.78 322,968.000 1,298,331 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 444,907.000 5,725,953 (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 1,255,603.60 765.000 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 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 2.400 10,437.29 478.910 2,082,717 (F) PROGRAM CAS145 PAGE 5 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,159.080 1,968,450 (F) 107 HEAVY BLAST TEXTURE SQFT 218.1700 1,629,729.90 5,770.520 1,258,954 (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 1,224,902.000 4,679,125 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 1,224,902.000 636,949 (F) 111 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,709.0900 58,109.06 31.000 52,981 112 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 -5.000 -1,556.70 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 1.000 1,548,538 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 10.000 1,960.70 181.000 35,488 121 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 5,466.000 1,039,797 (.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 3,333,850.00 363.000 93,091.35 15,616.000 4,004,723 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 25.000 18,543 PROGRAM CAS145 PAGE 6 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 695,818.80 168.000 649,430 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 2,257.000 14,399 136 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 191,255.00 146.000 3,851.48 7,406.000 195,370 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 20.000 1,801.00 14,572.500 1,312,253 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 73.000 14,616.79 2,274.770 455,477 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 217.000 15,988.56 5,034.000 370,905 142 REMOVE INLET EA 1,918.2900 326,109.30 2.000 3,836.58 159.000 305,008 143 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 14.000 49,885 146 SAND BACKFILL CY 374.1000 172,086.00 104.000 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 38,296.92 100.300 56,487 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 340.700 6,756 152 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 297,206.00 103,016.000 331,711 (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 0.012 148,070.79 0.967 11,932,038 SYSTEM PROGRAM CAS145 PAGE 7 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,601.040 348,383 164 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 1,665.000 1,898.10 49,716.000 56,676 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 530.000 15,099 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 33,398.000 170,663 174 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 4.000 660.84 216.000 35,685 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 13.000 3,185 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 139.000 22,964 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 1.000 1,475.51 79.000 116,565 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 1.000 854 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 18,128.000 361,472 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 17,627.000 482,098 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 513.000 16,805.88 2,193.500 71,859 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 75.060 962.27 1,499.960 19,229 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,659.30 189.000 2,799.09 1,272.380 18,843 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 586.000 9,012 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 228.500 3,841.09 2,271.500 38,183 (0.080"-FRAMED) 188 METAL (BARRIER MOUNTED SIGN) LB 15.1000 94,375.00 550.000 8,305 189 METAL (WALL MOUNTED SIGN) LB 17.0900 21,020.70 642.000 10,971.78 1,014.000 17,329 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 10.000 4,842.40 76.000 36,802 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 4.000 2,711.76 65.000 44,066 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 164.000 46,341 METHOD) 193 INSTALL "UNDER CONSTRUCTION" BANNER SIGN EA 1,993.9500 73,776.15 35.000 69,788 194 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 512.8000 2,564.00 3.000 1,538.40 3.000 1,538 195 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.3100 169,878.00 12,853.000 158,220 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 48.000 21,603 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 5.000 23,422.50 21.000 98,374 (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 15,112.980 785,270 200 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 32,758.90 287.250 40,913.02 287.250 40,913 204 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 4.000 27,346.00 4.000 27,346 206 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 4.000 2,279.00 4.000 2,279 209 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,595.1400 105,279.24 73.000 116,445 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 66.000 338,397 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 1.000 11,394 PROGRAM CAS145 PAGE 9 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.000 493,800.00 15,085.830 2,483,127 216 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 13,638,336.00 193.080 52,455.97 51,098.650 13,882,481 219 CONCRETE BARRIER (TYPE 60MP) LF 778.1800 59,919.86 88.000 68,479 220 CONCRETE BARRIER (TYPE 60MC MOD) LF 363.2500 221,582.50 534.020 193,982 221 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 776.7600 1,755,477.60 104.750 81,365.61 2,319.910 1,802,013 222 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 923.2100 332,355.60 384.690 355,149 223 CONCRETE BARRIER (TYPE 60MGC MOD 3E) LF 760.0900 387,645.90 101.660 77,270.75 506.670 385,114 224 CONCRETE BARRIER (TYPE 60MGC MOD 3F) LF 772.9100 788,368.20 895.940 692,480 225 CONCRETE BARRIER (TYPE 60MGC MOD 3G) LF 826.9400 173,657.40 201.250 166,421 226 CONCRETE BARRIER (TYPE 60MGC MOD 3H) LF 868.9900 538,773.80 616.830 536,019 227 CONCRETE BARRIER (TYPE 60MGC MOD 3I) LF 739.3000 628,405.00 171.270 126,619.91 456.100 337,194 228 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 726.5000 6,974,400.00 853.840 620,314.76 8,933.660 6,490,303 229 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 726.5000 741,030.00 96.570 70,158.11 1,015.430 737,709 230 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 726.5000 61,026.00 84.000 61,026 231 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 84.140 73,879.97 168.360 147,830 233 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 865.2900 250,934.10 297.000 256,991 234 CONCRETE BARRIER (TYPE 60R MOD) CASE 3 LF 766.2300 505,711.80 65.860 50,463.91 656.980 503,397 235 CONCRETE BARRIER (TYPE 60R MOD) CASE 4 LF 766.2300 229,869.00 299.250 229,294 236 ROADSIDE SIGN POST FOUNDATION IN MEDIAN EA 737.8500 19,921.95 3.000 2,213.55 24.000 17,708 BARRIER TRANSITION 237 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 754.8800 158,524.80 104.000 78,507 238 CONCRETE BARRIER (TYPE 60MGC MOD 4E) LF 726.5000 181,625.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,016 243 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 29.000 2,048.56 85,656.300 6,050,761 251 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 2,808.000 1,600 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 2,445.000 22,225.05 10,779.000 97,981 (ENHANCED WET NIGHT VISIBILITY) 256 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 424,800.00 219,195.000 175,356 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,640.00 16,527.000 13,221 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 443,750.00 113,070.000 141,337 (ENHANCED WET NIGHT VISIBILITY) 259 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 98,090.00 38,206.000 64,950 (ENHANCED WET NIGHT VISIBILITY) 260 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 48,564.00 18,770.000 21,397 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 261 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 256,500.00 74,233.000 84,625 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 262 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 549,000.00 581.000 261.45 582,082.000 261,936 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 3,307.000 11,276 PROGRAM CAS145 PAGE 11 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.034 391,123.71 0.888 10,215,231 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.082 254,235.51 0.745 2,309,822 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.994 11,314,404 270 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 1.000 3,107,349 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 1.000 3,024,326 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.820 6,706,133 PROGRAM CAS145 PAGE 12 DATE 03/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 05:15 PM ESTIMATE NO. 026 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 03/20/22 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 03/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,405,104.28 282,890,101.90 ADJUSTMENT OF COMPENSATION -23,921.54 2,389,430.34 EXTRA WORK 231,237.35 12,199,056.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,612,420.09 297,478,588.47 274 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 7,612,420.09 312,907,882.47 MATERIALS ON HAND ON SITE -187,200.00 755,199.26 DEDUCTIONS 0.00 -12,000.00 TOTAL 7,425,220.09 313,651,081.73 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 10/21/22 458 53 25 0 89% 75% PROGRESS IS SATISFACTORY SCHRAM, DARRYL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/18/22