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 10/23/20 EST. NO. 009 TIME 12:44 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0257 2,979.22 E.W. @ F.A.(+) 091420 N OCT001 0258 2,676.53 091520 N OCT002 0259 2,482.63 091620 N OCT003 0260 2,854.68 091720 N OCT004 0261 3,087.99 091820 N OCT005 0262 583.19 092020 N OCT006 0263 2,925.61 092120 N OCT007 0264 2,951.56 092220 N OCT008 0265 2,696.94 092320 N OCT009 0266 2,442.85 092520 N OCT010 0267 345.35 092620 N OCT011 0268 2,233.77 092820 N OCT012 0269 2,579.12 092920 N OCT013 0270 2,372.25 093020 N OCT014 0271 2,068.72 100120 N OCT015 0272 1,817.32 100220 N OCT016 0273 5,274.35 091720 N OCT022 0277 2,212.61 100520 N OCT017 0278 2,126.28 100620 N OCT018 0279 2,298.95 100720 N OCT019 0280 2,057.88 100820 N OCT020 0281 1,971.54 100920 N OCT021 003 0008 300.00 E.W. @ F.A.(+) 093020 N OCT026 006 0001 34,193.61 A.C. @ L.S.(+) 101620 N OCT109 010 0001 88,598.61 A.C. @ L.S.(+) 101620 N OCT110 016 0001 -1,534.50 A.C. @ L.S.(-) 101620 N OCT111 017 0009 17,820.00 E.W. @ U.P (+) 101320 N OCT027 0010 3,960.00 101620 N OCT108 018 0001 35,972.00 A.C. @ L.S.(+) 101620 N OCT112 019 0001 -7,663.05 A.C. @ L.S.(-) 101620 N OCT113 023 0001 12,185.04 A.C. @ L.S.(+) 101620 N OCT114 029 0001 4,584.00 A.C. @ L.S.(+) 101620 N OCT115 031 0104 1,577.04 E.W. @ F.A.(+) 082820 N OCT028 0105 6,246.56 082620 N OCT029 0106 5,214.81 091920 N OCT030 0107 9,918.40 091920 N OCT031 0108 1,767.28 091920 N OCT032 0109 14,333.32 081020 N OCT033 0110 18,205.44 050620 N OCT340 0111 11,023.61 051420 N OCT035 032 0138 456.16 E.W. @ F.A.(+) 093020 N OCT036 0139 375.54 092820 N OCT037 0140 1,251.84 092920 N OCT038 0141 613.83 093020 N OCT039 0142 2,607.40 091620 N OCT040 0143 1,719.54 092020 N OCT410 0144 700.32 092120 N OCT042 0145 575.11 092220 N OCT043 0146 4,476.26 092320 N OCT044 0147 10,153.89 092720 N OCT045 0148 11,508.87 092820 N OCT046 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 10/23/20 EST. NO. 009 TIME 12:44 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0149 3,168.52 092920 N OCT047 0150 246.81 093020 N OCT048 0151 1,008.23 093020 N OCT049 0152 17,685.16 100120 N OCT101 0153 377.14 100520 N OCT050 0154 2,059.19 100720 N OCT051 0155 825.03 100720 N OCT052 0156 1,247.30 092920 N OCT100 0157 717.13 101220 N OCT053 0158 1,807.02 100920 N OCT102 0159 4,481.35 101220 N OCT103 0160 3,462.22 101320 N OCT104 033 0001 41,622.54 E.W. @ L.S.(+) 101620 N OCT116 037 0039 570.61 E.W. @ F.A.(+) 042820 N OCT054 0040 993.42 072120 N OCT055 0041 1,192.10 072320 N OCT056 0042 1,192.10 080320 N OCT057 0043 794.73 080420 N OCT058 0044 850.95 081320 N OCT059 0045 3,436.30 090320 N OCT060 0046 197.63 090820 N OCT061 0047 7,921.57 092520 N OCT062 0048 1,511.60 091020 N OCT063 0049 1,154.48 091520 N OCT064 0050 613.48 091620 N OCT065 0051 701.16 092120 N OCT066 0052 1,297.44 092320 N OCT067 0053 1,427.57 100520 N OCT068 0054 3,019.77 100720 N OCT069 0055 531.51 100820 N OCT070 0056 501.46 101120 N OCT071 0057 533.47 101220 N OCT105 0058 3,158.90 101420 N OCT106 049 0001 526.61 E.W. @ F.A.(+) 070820 N OCT072 0002 1,708.24 071220 N OCT073 0003 844.88 072720 N OCT074 0004 124,985.63 081420 N OCT075 0005 11,373.00 072420 N OCT076 0006 34,321.68 090920 N OCT077 051 0061 1,738.75 E.W. @ F.A.(+) 091520 N OCT078 0062 1,675.57 092020 N OCT079 0063 15,241.70 092020 N OCT080 0064 3,918.89 092220 N OCT081 0066 1,768.80 093020 N OCT083 0067 5,473.79 100120 N OCT084 0068 5,758.73 100220 N OCT085 0069 12,018.65 100420 N OCT086 0070 7,779.89 100420 N OCT087 0072 6,854.72 092920 N OCT088 053 0001 10,639.00 A.C. @ L.S.(+) 101920 N OCT117 056 0001 -297,069.32 A.C. @ U.P.(-) 101420 N X05601 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 10/23/20 EST. NO. 009 TIME 12:44 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0002 -856.99 101420 N X05602 403,190.38 TOTAL THIS ESTIMATE 3,275,592.62 TOTAL PREVIOUS ESTIMATE 3,678,783.00 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 10/23/20 EST. NO. 009 TIME 12:44 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES ANOMA -3,000.00 005 24"CIDH PILE ITEM92 -1,000.00 009 60"CIDH PILE ITEM101 -2,000.00 009 -3,000.00 -6,000.00 TOTAL DEDUCTIONS -3,000.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-0.0/21.8 ----------------------- 04-SLC-101-50.6/52.6 KIEWIT INFRASTRUCTURE WEST CO US 101 BETWEEN 0.3 MILE NORTH OF 4650 BUSINESS CENTER DR SAN ANTONIO IC (SCL PM 50.6) IN FAIRFIELD CA 94534 SANTA CLARA COUNTY AND 0.3 MILE SOUTH OF RAND AVENUE INTERCHANGE (SM PM 21.8) IN SAN MATEO COUNTY FED. AID NO. N O N E THE CONTRACT WILL WIDEN ROUTE 101, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 28,667.0000 28,667.00 1.000 28,667 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,641.0000 5,641.00 0.500 2,820 003 TIME-RELATED OVERHEAD (WDAY) WDAY 48,038.9800 28,006,725.34 20.000 960,779.60 149.000 7,157,808 004 DEVELOP WATER SUPPLY LS 3,063,203.0000 3,063,203.00 1.000 3,063,203 005 CONSTRUCTION AREA SIGNS LS 503,079.0000 503,079.00 0.600 301,847 006 TRAFFIC CONTROL SYSTEM LS 9,763,249.0000 9,763,249.00 0.027 263,607.72 0.404 3,944,352 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.027 50,354.54 0.404 753,453 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 414.000 3,386.52 1,165.000 9,529 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 208,628.000 189,851.48 854,195.000 777,317 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 433.000 24,425.53 1,174.000 66,225 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 1,539.000 9,449.46 5,255.000 32,265 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.027 27,692.96 0.404 414,368 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 43,420.000 1,049,461.40 150,810.000 3,645,077 014 TEMPORARY CRASH CUSHION MODULE EA 413.4000 491,946.00 297.000 122,779.80 1,046.000 432,416 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 10,622.3200 690,450.80 35.000 371,781.20 79.000 839,163 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.034 48,457.24 0.255 363,429 017 PREPARE STORM WATER POLLUTION PREVENTION LS 58,735.0000 58,735.00 0.700 41,114 PLAN 018 RAIN EVENT ACTION PLAN EA 216.9600 5,640.96 6.000 1,301 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 389.2000 19,460.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,518.0000 5,036.00 1.000 2,518 021 MOVE-IN/MOVE-OUT EA 1,424.2700 21,364.05 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 174.5800 146,647.20 493.000 86,067 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 117,031.000 472,805 025 TEMPORARY REINFORCED SILT FENCE LF 14.3600 298,688.00 17,211.000 247,149 026 TEMPORARY CONSTRUCTION ENTRANCE EA 22,827.9200 273,935.04 20.000 456,558 027 STREET SWEEPING LS 2,593,827.0000 2,593,827.00 0.027 70,033.33 0.404 1,047,906 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.034 13,905.56 0.255 104,291 029 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 9,899.00 0.500 9,899 031 TREATED WOOD WASTE LB 0.5700 105,450.00 40,106.000 22,860.42 115,566.000 65,872 032 NOISE MONITORING LS 5,608.0000 5,608.00 1.000 5,608 033 VIBRATION MONITORING LS 338,504.0000 338,504.00 1.000 338,504 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0400 55,616.00 2,472.000 17,402.88 50,983.700 358,925 035 TEMPORARY HIGH-VISIBILITY FENCE LF 6.8700 73,509.00 21,993.000 151,091 036 CLEARING AND GRUBBING (LS) LS 42,499.0000 42,499.00 1.000 42,499 037 ROADWAY EXCAVATION CY 100.4200 15,464,680.00 8,313.000 834,791.46 91,626.000 9,201,082 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 1,963.000 77,283.31 35,927.000 1,414,445 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 42.1800 5,483.40 0.000 0 040 STRUCTURE BACKFILL CY 42.1800 5,483.40 0.000 0 041 DITCH EXCAVATION CY 37.9900 80,918.70 201.000 7,635.99 419.200 15,925 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 5,010.000 319,387.50 15,084.000 961,605 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 2,395.000 9,388.40 54,395.000 213,228 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 2,413.000 9,458.96 65,696.000 257,528 CLASS B2 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 36.6200 73,240.00 411.000 15,050 046 ROADSIDE CLEARING LS 333,210.0000 333,210.00 1.000 333,210 047 RELOCATE IRRIGATION CONTROLLER EA 4,330.0000 8,660.00 0.000 0 048 PACKET FERTILIZER EA 0.1700 1,145.80 0.000 0 049 PLANT (GROUP M) EA 3.1300 21,096.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 421,572.0000 421,572.00 0.000 0 051 PLANT ESTABLISHMENT WORK LS 128,751.0000 128,751.00 0.000 0 052 CHECK AND TEST EXISTING IRRIGATION LS 8,546.0000 8,546.00 1.000 8,546 FACILITIES 053 OPERATE EXISTING IRRIGATION FACILITIES LS 22,788.0000 22,788.00 0.000 0 054 REMOVE IRRIGATION FACILITY LS 106,869.0000 106,869.00 1.000 106,869 055 CONTROL AND NEUTRAL CONDUCTORS LS 27,346.0000 27,346.00 0.000 0 (ARMOR-CLAD) 056 3/4" REMOTE CONTROL VALVE EA 7,890.3300 71,012.97 0.000 0 057 1" REMOTE CONTROL VALVE EA 740.6500 12,591.05 0.000 0 058 CERTIFY EXISTING BACKFLOW PREVENTERS LS 14,243.0000 14,243.00 0.000 0 059 POP-UP SPRINKLER ASSEMBLY EA 100.2700 35,094.50 0.000 0 060 CAM COUPLER ASSEMBLY EA 831.8200 9,150.02 0.000 0 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,392.10 0.000 0 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.7000 11,115.00 0.000 0 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.2700 51,163.20 0.000 0 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.9800 2,473.80 0.000 0 (F) (SUPPLY LINE) 065 3" PLASTIC PIPE (CLASS 315) LF 7.4100 15,412.80 0.000 0 (F) (SUPPLY LINE) 066 8" CORRUGATED HIGH DENSITY LF 199.3900 338,963.00 0.000 0 (F) POLYETHYLENE PIPE CONDUIT 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 854.6700 5,128.02 1.000 854.67 1.000 854 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 856.000 265,154.56 856.000 265,154 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 0.000 0 070 FIBER ROLLS LF 4.2600 326,742.00 0.000 0 071 HYDROSEED SQFT 0.1800 280,800.00 0.000 0 072 COMPOST (CY) CY 125.4600 1,028,772.00 0.000 0 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 0.000 0 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 3,552.860 218,749.59 61,165.000 3,765,929 075 LEAN CONCRETE BASE RAPID SETTING CY 894.4300 250,440.40 0.000 0 076 FULL WIDTH SEGMENT CORRECTION EA 2,816.2700 174,608.74 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PARTIAL WIDTH SEGMENT CORRECTION EA 2,154.0000 36,618.00 0.000 0 078 REPLACE ASPHALT CONCRETE SURFACING CY 536.5100 1,212,512.60 0.000 0 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 1,421.540 175,418.04 64,497.760 7,959,023 080 HOT MIX ASPHALT (TYPE A) (BARRIER TON 144.0800 1,383,168.00 0.000 0 RECONSTRUCT) 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.6500 13,603,005.00 14,315.740 2,170,981 082 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 41.770 93,889.77 43.860 98,587 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 1,677.000 27,100.32 4,989.000 80,622 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 1,637.000 6,580.74 3,887.000 15,625 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 0.000 0 (0.3 FOOT) 089 PRECAST JOINTED CONCRETE PAVEMENT CY 1,941.0000 1,513,980.00 0.000 0 090 REMOVE CONCRETE PAVEMENT AND BASE CY 390.3800 347,438.20 0.000 0 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 100.000 165,211.00 100.000 165,211 092 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.4500 2,032,180.20 125.000 25,931.25 9,760.000 2,024,712 093 FURNISH PILING (CLASS 90) LF 26.3600 43,230.40 712.000 18,768 094 DRIVE PILE (CLASS 90) EA 2,683.1700 96,594.12 18.000 48,297 095 FURNISH PILING (CLASS 140) LF 53.8900 162,855.58 3,022.000 162,855 (ALTERNATIVE V) 096 DRIVE PILE (CLASS 140) EA 2,995.7400 296,578.26 99.000 296,578 (ALTERNATIVE V) 097 FURNISH PILING (CLASS 90)(ALTERNATIVE Y) LF 57.3100 79,660.90 0.000 0 098 DRIVE PILE (CLASS 90)(ALTERNATIVE Y) EA 2,683.1600 99,276.92 0.000 0 099 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,657.4900 66,437.25 18.000 47,834.82 18.000 47,834 PILE (SIGN FOUNDATION) 100 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,631.9700 1,079,107.70 0.000 0 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 30.000 78,235.50 740.000 1,929,809 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE, SOUNDWALL PILE CAP CY 1,999.5900 1,715,648.22 583.000 1,165,760.97 858.000 1,715,648 (F) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,348.8700 2,000,480.20 9.370 40,748.91 163.710 711,953 (F) PROGRAM CAS145 PAGE 5 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GROSS SOLIDS REMOVAL DEVICE (LINEAR EA 115,384.0000 1,153,840.00 1.600 184,614.40 9.200 1,061,532 RADIAL) 105 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 21,497.0800 537,427.00 1.000 21,497.08 1.000 21,497 SCREEN) DRAINAGE INLET 106 MINOR CONCRETE (BACKFILL) CY 473.2900 1,509,795.10 239.600 113,400.28 806.600 381,755 (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 2,275.000 3,003.00 251,175.000 331,551 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8200 5,500,800.00 110,984.000 423,958.88 583,225.000 2,227,919 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 61,189.000 31,818 (F) 111 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,709.0900 58,109.06 0.000 0 112 REMOVE SIGN STRUCTURE (EA) EA 2,278.7800 111,660.22 34.000 77,478 113 SOUND WALL (MASONRY BLOCK) SQFT 66.3700 3,133,327.70 10,950.000 726,751.50 20,650.000 1,370,540 (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 3,455,874.00 160.000 49,814.40 3,469.000 1,080,038 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 88.000 28,081.68 908.000 289,751 117 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 0.068 105,300.58 0.245 379,391 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 16.000 3,137.12 88.000 17,254 121 18" REINFORCED CONCRETE PIPE LF 199.2000 1,410,336.00 191.500 38,146.80 2,332.500 464,634 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 6.000 1,777.26 151.000 44,727 123 27" REINFORCED CONCRETE PIPE LF 422.9000 232,595.00 20.000 8,458.00 532.000 224,982 124 36" REINFORCED CONCRETE PIPE LF 548.2200 208,323.60 100.000 54,822.00 100.000 54,822 125 18" SLOTTED CORRUGATED STEEL PIPE LF 190.2300 1,090,017.90 677.000 128,785.71 1,921.000 365,431 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 0.000 0 127 4" PERFORATED PLASTIC PIPE LF 6.8400 16,142.40 0.000 0 128 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 309.5500 297,168.00 394.000 121,962.70 499.000 154,465 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 1,039.000 266,451.55 1,560.000 400,062 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 6.000 4,450.38 24.000 17,801 PROGRAM CAS145 PAGE 6 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 741.7300 8,159.03 2.000 1,483.46 10.000 7,417 132 27" ALTERNATIVE FLARED END SECTION EA 743.5000 1,487.00 2.000 1,487 133 36" ALTERNATIVE FLARED END SECTION EA 1,968.0000 1,968.00 0.000 0 134 INLET DEPRESSION EA 3,865.6600 695,818.80 10.000 38,656.60 48.000 185,551 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 0.000 0 136 ABANDON MANHOLE EA 5,823.6700 17,471.01 3.000 17,471 137 ABANDON SEWER LF 7.7400 6,114.60 784.000 6,068 138 REMOVE GRATED LINE DRAIN LF 26.3800 191,255.00 139.000 3,666.82 4,503.000 118,789 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 1,137.400 102,422.87 6,702.800 603,587 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 370.390 74,163.19 542.140 108,552 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 0.000 0 142 REMOVE INLET EA 1,918.2900 326,109.30 11.000 21,101.19 56.000 107,424 143 ADJUST INLET EA 5,216.9000 219,109.80 2.000 10,433.80 28.000 146,073 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 6.000 24,493 145 CAP INLET EA 3,563.2700 39,195.97 1.000 3,563.27 5.000 17,816 146 SAND BACKFILL CY 374.1000 172,086.00 0.000 0 147 SAND BACKFILL (ABANDON SEWER) CY 210.8200 23,190.20 84.000 17,708 148 CONCRETE (CONCRETE APRON) CY 896.4100 28,685.12 0.000 0 149 CONCRETE (MODIFY CONCRETE APRON) CY 734.1300 5,873.04 0.000 0 150 ROCK SLOPE PROTECTION CY 563.1900 38,296.92 21.500 12,108.59 63.500 35,762 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 80.200 1,590.37 240.700 4,773 152 MINOR CONCRETE (CURB) (CY) CY 1,471.7000 29,434.00 0.000 0 153 MINOR CONCRETE (TEXTURED PAVING) CY 1,132.5800 1,359,096.00 2.500 2,831 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 6,691.000 108,126 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 7,824.000 25,193.28 27,710.000 89,226 (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 0.037 456,551.61 0.534 6,589,150 SYSTEM PROGRAM CAS145 PAGE 7 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" STEEL CASING LF 3,085.6800 228,340.32 0.000 0 (THICKNESS 0.75") 159 8" C900 PVC SEWER PIPE LF 874.5400 35,856.14 39.000 34,107 160 30" PVC C900 DR18 SEWER PIPE LF 1,125.9100 866,950.70 11.000 12,385.01 754.000 848,936 161 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 6,000.500 45,903.83 6,000.500 45,903 165 ANTI-GRAFFITI COATING SQFT 3.5200 224,224.00 12,900.000 45,408.00 12,900.000 45,408 (F) 166 TEMPORARY FENCE (TYPE CL-6) LF 13.1200 20,204.80 1,164.000 15,271 167 CHAIN LINK FENCE (TYPE CL-4) LF 36.5600 43,872.00 0.000 0 168 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 43.1100 19,830.60 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 76.4100 18,338.40 0.000 0 170 REMOVE FENCE LF 15.7300 29,729.70 2,027.000 31,884 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 1,616.000 1,842.24 13,834.000 15,770 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 0.000 0 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 0.000 0 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 0.000 0 175 SPECIAL MARKER EA 112.8100 20,305.80 0.000 0 176 REMOVE ROADSIDE SIGN EA 165.2100 34,694.10 35.000 5,782.35 163.000 26,929 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 2.000 490 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 0.000 0 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 0.000 0 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 0.000 0 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 0.000 0 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 0.000 0 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 0.000 0 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.8100 22,659.30 0.000 0 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 0.000 0 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 0.000 0 (0.080"-FRAMED) 188 METAL (BARRIER MOUNTED SIGN) LB 15.1000 94,375.00 0.000 0 189 METAL (WALL MOUNTED SIGN) LB 17.0900 21,020.70 0.000 0 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 0.000 0 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 0.000 0 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 0.000 0 METHOD) 193 INSTALL "UNDER CONSTRUCTION" BANNER SIGN EA 1,993.9500 73,776.15 0.000 0 194 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 512.8000 2,564.00 0.000 0 195 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.3100 169,878.00 0.000 0 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 0.000 0 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 0.000 0 (LAMINATED WOOD BOX POST) 198 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.6000 124,832.00 0.000 0 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 24.000 1,247 200 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.4800 1,746,960.00 0.000 0 201 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 57.0000 1,425.00 0.000 0 (WOOD POST) 202 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 56.9700 10,824.30 0.000 0 203 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 142.4300 32,758.90 0.000 0 204 TRANSITION RAILING (TYPE STB) EA 5,697.0000 11,394.00 0.000 0 205 TRANSITION RAILING (TYPE DTB) EA 6,836.5000 27,346.00 0.000 0 206 TRANSITION RAILING (TYPE WB-31) EA 10,824.1500 140,713.95 0.000 0 207 END CAP (TYPE A) EA 683.6900 8,887.97 0.000 0 208 END CAP (TYPE TC) EA 569.7500 2,279.00 0.000 0 209 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,595.1400 105,279.24 0.000 0 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 0.000 0 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CRASH CUSHION QUADGUARD M10 (TL-3) EA 56,969.1400 398,783.98 0.000 0 213 CRASH CUSHION (SMART SC1-100GM)-(TEST EA 65,515.0000 131,030.00 0.000 0 LEVEL 3) 214 CONCRETE BARRIER (TYPE 60M) LF 147.5700 895,749.90 669.000 98,724.33 669.000 98,724 215 CONCRETE BARRIER (TYPE 60MC) LF 164.6000 1,728,300.00 2,133.730 351,211.96 3,669.680 604,029 216 CONCRETE BARRIER (TYPE 60MD) LF 368.9400 29,146.26 0.000 0 217 CONCRETE BARRIER (TYPE 60MF) LF 527.8500 675,648.00 0.000 0 218 CONCRETE BARRIER (TYPE 60MGC) LF 271.6800 13,638,336.00 0.000 0 219 CONCRETE BARRIER (TYPE 60MP) LF 778.1800 59,919.86 11.000 8,559.98 11.000 8,559 220 CONCRETE BARRIER (TYPE 60MC MOD) LF 363.2500 221,582.50 0.000 0 221 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 776.7600 1,755,477.60 0.000 0 222 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 923.2100 332,355.60 0.000 0 223 CONCRETE BARRIER (TYPE 60MGC MOD 3E) LF 760.0900 387,645.90 0.000 0 224 CONCRETE BARRIER (TYPE 60MGC MOD 3F) LF 772.9100 788,368.20 0.000 0 225 CONCRETE BARRIER (TYPE 60MGC MOD 3G) LF 826.9400 173,657.40 0.000 0 226 CONCRETE BARRIER (TYPE 60MGC MOD 3H) LF 868.9900 538,773.80 0.000 0 227 CONCRETE BARRIER (TYPE 60MGC MOD 3I) LF 739.3000 628,405.00 0.000 0 228 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 726.5000 6,974,400.00 0.000 0 229 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 726.5000 741,030.00 0.000 0 230 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 726.5000 61,026.00 0.000 0 231 CONCRETE BARRIER (TYPE 60MGC MOD 4D) LF 726.5000 806,415.00 0.000 0 232 CONCRETE BARRIER (TYPE 60R MOD) CASE 1 LF 878.0600 149,270.20 0.000 0 233 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 865.2900 250,934.10 0.000 0 234 CONCRETE BARRIER (TYPE 60R MOD) CASE 3 LF 766.2300 505,711.80 0.000 0 235 CONCRETE BARRIER (TYPE 60R MOD) CASE 4 LF 766.2300 229,869.00 0.000 0 236 ROADSIDE SIGN POST FOUNDATION IN MEDIAN EA 737.8500 19,921.95 0.000 0 BARRIER TRANSITION 237 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 754.8800 158,524.80 0.000 0 238 CONCRETE BARRIER (TYPE 60MGC MOD 4E) LF 726.5000 181,625.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60MC MOD) LF 956.1500 162,545.50 54.600 52,205.79 54.600 52,205 (TYPE 60MC MOD)(TYPE 1-B) 240 CONCRETE BARRIER (TYPE 60M MOD)(CAMERA LF 945.6900 52,012.95 62.500 59,105.63 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 1,605,880.98 400.000 176,616.00 1,829.000 807,576 (F) 244 CONCRETE BARRIER TRANSITION LF 888.4800 115,502.40 105.000 93,290.40 233.000 207,015 (F) (TYPE 60M/60MC) 245 CONCRETE BARRIER TRANSITION LF 510.4400 269,001.88 145.000 74,013 (F) 246 CONCRETE BARRIER (ANCHOR BLOCK) LF 925.7900 17,590.01 9.250 8,563.56 9.250 8,563 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 3,933.600 44,803.70 9,702.600 110,512 248 REMOVE SINGLE METAL BEAM BARRIER LF 17.0900 3,930.70 230.000 3,930 249 REMOVE DOUBLE METAL BEAM BARRIER LF 22.7900 68,370.00 768.000 17,502 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 670.000 47,328.80 7,377.000 521,111 251 REMOVE CRASH CUSHION EA 2,279.0000 6,837.00 1.000 2,279.00 2.000 4,558 252 REMOVE CRASH CUSHION (SAND FILLED) EA 9,115.2500 36,461.00 2.000 18,230 253 2" BLACK (CONTRAST BROKEN 18-12) LF 0.5700 8,778.00 0.000 0 PAINTED TRAFFIC STRIPE 254 2" BLACK (CONTRAST SOLID) PAINTED LF 1.1400 3,135.00 0.000 0 TRAFFIC STRIPE 255 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0900 281,790.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 256 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 424,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 443,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 259 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 98,090.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 260 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 48,564.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 261 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 256,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 262 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 549,000.00 29,464.000 13,258.80 362,063.000 162,928 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 253.000 862.73 1,012.000 3,450 PROGRAM CAS145 PAGE 11 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 12" RUMBLE STRIP STA 95.0300 92,179.10 0.000 0 (ASPHALT CONCRETE PAVEMENT) 265 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 97,597.0000 97,597.00 0.666 64,999 SYSTEM ELEMENTS DURING CONSTRUCTION 266 ELECTRIC SERVICE FOR IRRIGATION LS 61,161.0000 61,161.00 0.000 0 267 LIGHTING SYSTEM LS 11,503,638.6600 11,503,638.66 0.036 414,130 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.005 15,502.17 0.422 1,308,382 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.095 1,081,356.60 0.633 7,205,249 270 WEIGH-IN-MOTION SYSTEM LS 1,542,028.0000 1,542,028.00 0.057 87,895 271 TEMPORARY LIGHTING SYSTEM LS 3,107,349.0000 3,107,349.00 0.036 111,864.56 0.616 1,914,126 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.042 127,021.69 0.382 1,155,292 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.035 286,237.42 0.370 3,025,938 PROGRAM CAS145 PAGE 12 DATE 10/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 12:44 PM ESTIMATE NO. 009 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 10/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 10/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,551,007.32 96,864,229.39 ADJUSTMENT OF COMPENSATION -120,951.60 42,252.66 EXTRA WORK 524,141.98 3,636,530.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,954,197.70 100,543,012.39 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 0.950 14,657,829 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 12,954,197.70 115,200,841.69 MATERIALS ON HAND ON SITE -1,439.52 2,873,641.96 DEDUCTIONS -3,000.00 -6,000.00 TOTAL 12,949,758.18 118,068,483.65 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 08/09/22 144 11 16 0 35% 24% PROGRESS IS SATISFACTORY MCCRANK, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/20