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 07/28/20 EST. NO. 020 TIME 09:00 AM R.E. NAME: BENNER, HENRY 02-4C40V4 --------------------------------------------------------------------------- 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 0052 1,148.11 E.W. @ U.P (+) 042520 N HSC052 0053 1,098.96 052320 N HSC053 0054 680.70 051720 N JFS054 0055 777.64 051620 N HSC055 0056 1,843.82 042520 N HSC056 0057 2,371.04 050220 N HSC057 002 0078 223.08 E.W. @ F.A.(+) 052920 N JFS078 0079 2,561.79 042420 N HSC079 003 0015 325.00 E.W. @ F.A.(+) 052020 N JFS015 004 0013 300.00 E.W. @ F.A.(+) 060320 N JFS013 0014 300.00 060320 N JFS014 006 0010 2,177.29 E.W. @ F.A.(+) 042420 N JFS010 012 0018 165.00 E.W. @ F.A.(+) 050720 N JFS018 018 0001 -50,000.00 A.C. @ L.S.(-) 072020 N 1 0 021 0086 693.00 E.W. @ F.A.(+) 031220 N JFS086 0087 10,383.93 060920 N JFS087 024 0004 34,320.00 E.W. @ U.P (+) 072120 N SB/JF2 041 0010 106,616.50 E.W. @ U.P (+) 072020 N 10 0 047 0003-1 -1,322.52 E.W. @ F.A.(+) 022320 N JFS003 DAO CORRECTING ENTRY 0007 8,466.12 022420 N MJC007 0007-1 -8,466.12 022420 N MJC007 DAO CORRECTING ENTRY 0008-1 -1,426.52 042420 N MJC008 DAO CORRECTING ENTRY 0009-1 -357.50 040120 N JFS009 DAO CORRECTING ENTRY 050 0027 2,765.99 E.W. @ F.A.(+) 041420 N AGL027 0040 3,772.79 050520 N AGL040 0041 5,190.82 050620 N AGL041 0042 3,344.25 051420 N AGL042 0044 4,264.92 052120 N AGL044 0057 20,437.54 071020 N AGL057 0059 5,086.86 041520 N AGL059 0060 4,521.67 042020 N AGL060 0061 4,429.91 030420 N AGL061 0062 6,108.42 040820 N AGL062 052 0006 726.20 E.W. @ F.A.(+) 040920 N HSC006 061 0001 280,689.20 E.W. @ L.S.(+) 070920 N JFS001 454,217.89 TOTAL THIS ESTIMATE 3,721,416.46 TOTAL PREVIOUS ESTIMATE 4,175,634.35 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 07/28/20 EST. NO. 020 TIME 09:00 AM R.E. NAME: BENNER, HENRY 02-4C40V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REPAIR LIGHT POLE -2,949.59 005 DEDUCT 60" CIDH PILE -2,000.00 019 DELINQUENT CPM -1,225,110.20 019 0.00 -1,230,059.79 LABOR COMPLIANCE VIOLATION PER LTTR DATED 11/19 -5,000.00 010 RELEASE 11/19 DEDUCT 5,000.00 013 PER LTTR DATED 3/20 -4,000.00 015 RELEASE 03/20 DEDUCT 4,000.00 017 PER LTTR DATED 6/20 -2,000.00 019 PER 7/20 LTTR -3,000.00 020 -3,000.00 -5,000.00 OVERBID ITEMS OVERBID ITEM NO. 318 -158,737.47 005 OVERBID ITEM NO. 318 -79,368.73 007 OVERBID ITEM NO. 318 -63,494.99 008 OVERBID ITEM NO. 318 -15,873.75 019 0.00 -317,474.94 TOTAL DEDUCTIONS -3,000.00 -1,552,534.73 PROGRAM CAS145 PAGE 1 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-R3.8/R11.7 ----------------------- J.F. SHEA CONSTRUCTION, INC. IN SHASTA COUNTY IN AND NEAR PO BOX 494519 ANDERSON FROM ROUTE 5/273 REDDING CA 96049 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING FED. AID NO. B1IM- 005-8(359)E WIDENING TO 6 LANES, BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,558.0000 2,558.00 1.000 2,558 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,660.0000 15,660.00 0.450 7,047 003 TIME-RELATED OVERHEAD (LS) LS 626,400.0000 626,400.00 0.030 18,792.00 0.550 344,520 004 DEVELOP WATER SUPPLY LS 83,520.0000 83,520.00 1.000 83,520 005 CONSTRUCTION AREA SIGNS LS 39,150.0000 39,150.00 0.020 783.00 0.720 28,188 006 TRAFFIC CONTROL SYSTEM LS 793,188.0000 793,188.00 0.030 23,795.64 0.550 436,253 007 TYPE III BARRICADE EA 89.0000 712.00 15.000 1,335 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 5,050.00 520.000 2,600 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3900 264,030.00 348,355.000 135,858 010 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 18,460.00 226.000 5,876 011 TEMPORARY PAVEMENT MARKER EA 5.0000 57,000.00 2,266.000 11,330.00 6,955.000 34,775 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 63,711.0000 63,711.00 1.000 63,711 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 41,760.0000 41,760.00 0.030 1,252.80 0.550 22,968 014 PORTABLE SPEED FEEDBACK SIGN LS 26,100.0000 26,100.00 0.030 783.00 0.550 14,355 015 TEMPORARY RAILING (TYPE K) LF 30.0000 3,780,000.00 105,570.000 3,167,100 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,387.0000 66,836.00 31.000 73,997 SYSTEM 017 TEMPORARY CRASH CUSHION MODULE EA 168.0000 58,800.00 21.000 3,528 018 JOB SITE MANAGEMENT LS 98,377.0000 98,377.00 0.030 2,951.31 0.550 54,107 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,350.0000 2,350.00 1.000 2,350 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 35,000.00 17.000 8,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 465.0000 55,800.00 46.000 21,390 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 313.0000 2,504.00 2.000 626 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.3100 15,810.00 11,945.000 3,702 025 TEMPORARY SOIL BINDER SQYD 0.1400 9,520.00 0.000 0 026 TEMPORARY CHECK DAM LF 6.0000 6,240.00 800.000 4,800 027 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 8,250.00 38.000 6,270 028 TEMPORARY FIBER ROLL LF 4.0000 44,000.00 7,050.000 28,200 029 TEMPORARY GRAVEL BAG BERM LF 12.0000 30,000.00 1,947.000 23,364 030 TEMPORARY SILT FENCE LF 3.0000 3,000.00 856.000 2,568 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,521.0000 42,252.00 0.000 0 032 STREET SWEEPING LS 36,150.0000 36,150.00 0.030 1,084.50 0.550 19,882 033 TEMPORARY CONCRETE WASHOUT LS 10,500.0000 10,500.00 0.500 5,250 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 935.0000 11,220.00 7.000 6,545 035 WATER QUALITY MONITORING REPORT EA 360.0000 1,440.00 0.000 0 036 WATER QUALITY ANNUAL REPORT EA 360.0000 1,440.00 0.000 0 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 107,839.0000 107,839.00 0.500 53,919 038 ASBESTOS COMPLIANCE PLAN LS 2,610.0000 2,610.00 1.000 2,610 039 TREATED WOOD WASTE LB 0.0700 11,760.00 26,580.000 1,860 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 48,945.0000 48,945.00 0.030 1,468.35 0.550 26,919 041 INVASIVE SPECIES PREVENTION LS 31,320.0000 31,320.00 1.000 31,320 042 BAT AND BIRD EXCLUSION DEVICE LS 156,600.0000 156,600.00 0.700 109,620 043 REMOVE CONCRETE (CY) CY 75.0000 10,500.00 194.190 14,564 044 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 3,280.00 204.000 1,632 045 CLEARING AND GRUBBING (LS) LS 146,160.0000 146,160.00 0.900 131,544 046 DUST PALLIATIVE LS 10,000.0000 10,000.00 0.030 300.00 0.550 5,500 047 ROADWAY EXCAVATION CY 33.0000 4,290,000.00 1,073.000 35,409.00 95,169.500 3,140,593 048 SHOULDER BACKING TON 36.0000 146,880.00 1,753.070 63,110.52 9,014.230 324,512 049 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 597,720.00 1,345.600 161,472.00 3,945.000 473,400 (F) PROGRAM CAS145 PAGE 3 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TYPE D) CY 261.0000 59,247.00 227.000 59,247 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) CY 39.0000 44,070.00 0.000 0 (F) 052 STRUCTURE BACKFILL (BRIDGE) CY 209.0000 585,200.00 14.650 3,061.85 979.320 204,677 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 38.0000 117,800.00 0.000 0 (F) 054 DITCH EXCAVATION CY 41.0000 256,660.00 12.950 530.95 462.950 18,980 055 IMPORTED BORROW (CY) CY 23.0000 3,565,000.00 16,163.620 371,763.26 39,875.470 917,135 056 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 582,000.00 6,295.000 18,885.00 166,369.800 499,109 CLASS A1 057 REINFORCED EMBANKMENT SQYD 60.0000 870,000.00 0.000 0 058 ROADSIDE CLEARING LS 20,880.0000 20,880.00 0.190 3,967 059 ROCK BLANKET SQFT 18.0000 496,800.00 10,500.000 189,000.00 10,500.000 189,000 060 CULTIVATION SQYD 3.0000 2,880.00 0.000 0 061 SOIL AMENDMENT CY 70.0000 770.00 0.000 0 062 PACKET FERTILIZER EA 1.0000 240.00 0.000 0 063 SLOW-RELEASE FERTILIZER LB 7.0000 602.00 0.000 0 064 PLANT (GROUP A) EA 33.0000 6,930.00 0.000 0 065 PLANT (GROUP B) EA 120.0000 3,360.00 0.000 0 066 SOD SQYD 15.0000 14,400.00 0.000 0 067 MAINTAIN EXISTING PLANTED AREAS LS 16,700.0000 16,700.00 0.550 9,185.00 0.550 9,185 068 PLANT ESTABLISHMENT WORK LS 3,400.0000 3,400.00 0.000 0 069 WOOD MULCH CY 45.0000 17,100.00 0.000 0 070 EDGING LF 7.0000 5,810.00 0.000 0 071 CHECK AND TEST EXISTING IRRIGATION LS 6,265.0000 6,265.00 1.000 6,265 FACILITIES 072 OPERATE EXISTING IRRIGATION FACILITIES LS 13,154.0000 13,154.00 0.620 8,155 073 REMOVE IRRIGATION FACILITY LS 10,440.0000 10,440.00 1.000 10,440 074 CONTROL AND NEUTRAL CONDUCTORS LS 20,326.0000 20,326.00 0.750 15,244 075 1" REMOTE CONTROL VALVE EA 585.0000 1,755.00 2.000 1,170 076 1 1/4" REMOTE CONTROL VALVE EA 626.0000 3,756.00 3.000 1,878 PROGRAM CAS145 PAGE 4 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 1 1/2" REMOTE CONTROL VALVE EA 669.0000 2,007.00 3.000 2,007 078 2" WYE STRAINER ASSEMBLY EA 605.0000 1,815.00 2.000 1,210 079 GARDEN VALVE ASSEMBLY EA 297.0000 2,673.00 0.000 0 080 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 192.0000 5,568.00 0.000 0 081 RISER SPRINKLER ASSEMBLY EA 35.0000 9,100.00 0.000 0 082 2" GATE VALVE EA 433.0000 1,299.00 3.000 1,299 083 2 1/2" GATE VALVE EA 475.0000 1,900.00 3.000 1,425 084 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 16,000.00 0.000 0 (F) LINE) 085 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 3,120.00 0.000 0 (F) LINE) 086 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 3,900.00 0.000 0 (F) (SUPPLY LINE) 087 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 18,540.00 1,500.000 9,000 (F) (SUPPLY LINE) 088 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 6,790.00 460.000 3,220 (F) (SUPPLY LINE) 089 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 1,710.00 1,600.000 14,400 (F) (SUPPLY LINE) 090 6" PLASTIC PIPE (SCHEDULE 40) LF 13.0000 2,080.00 48.000 624 (F) (SUPPLY LINE) 091 8" PLASTIC PIPE (SCHEDULE 40) LF 22.0000 2,420.00 26.000 572 (F) (SUPPLY LINE) 092 8" CORRUGATED HIGH DENSITY LF 65.0000 8,450.00 156.500 10,172 POLYETHYLENE PIPE CONDUIT 093 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 202,500.00 0.000 0 094 HYDROMULCH SQFT 0.0400 21,160.00 0.000 0 095 HYDROMULCH (FRM) SQFT 0.0800 32,400.00 343,564.000 27,485 096 HYDROSEED SQFT 0.1300 68,770.00 0.000 0 097 HYDROSEED (HBGM) SQFT 0.1800 72,900.00 343,564.000 61,841 098 HYDROSEED (FRM) SQFT 0.1600 9,904.00 0.000 0 099 COMPOST (CY) CY 35.5000 119,280.00 1,061.000 37,665 100 INCORPORATE MATERIALS SQFT 0.0400 21,160.00 343,564.000 13,742 101 FINISHING ROADWAY LS 110,765.0000 110,765.00 0.000 0 102 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 3,888,000.00 692.410 24,926.76 98,426.020 3,543,336 103 PREPAVING INERTIAL PROFILER LS 12,173.0000 12,173.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REPLACE ASPHALT CONCRETE SURFACING CY 396.0000 253,440.00 277.920 110,056 105 HOT MIX ASPHALT (TYPE A) TON 79.0000 5,016,500.00 72,065.340 5,693,161 106 HOT MIX ASPHALT (TYPE A) (PG 64-10 TON 95.0000 1,178,000.00 3,775.440 358,666 RICH BOTTOM) WITH LIME TREATMENT 107 HOT MIX ASPHALT (TYPE A) (PG 64-10) TON 76.0000 3,290,800.00 1,298.940 98,719 WITH LIME TREATMENT 108 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 8,393,000.00 63,085.665 6,939,423 109 HOT MIX ASPHALT-OPEN GRADED TON 131.0000 265,930.00 5,735.090 751,296 (OPEN GRADED FRICTION COURSE) 110 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 98.0000 3,949,400.00 10,669.840 1,045,644.32 24,765.310 2,427,000 (OPEN GRADED FRICTION COURSE) 111 DATA CORE LS 14,400.0000 14,400.00 0.000 0 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 2,268.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4000 5,880.00 0.000 0 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 19,040.00 0.000 0 115 PLACE HOT MIX ASPHALT SQYD 78.0000 3,120.00 0.000 0 (MISCELLANEOUS AREA) 116 TACK COAT TON 589.0000 217,930.00 27.890 16,427.21 258.040 151,985 117 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 22.0000 40,480.00 2,730.000 60,060 118 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 73,890.00 6,129.000 55,161 119 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.9000 1,808,100.00 2,147.000 10,520.30 336,824.230 1,650,438 120 GRIND EXISTING BRIDGE DECK SQYD 5.0000 21,875.00 0.000 0 121 FURNISH STEEL PILING (HP 14 X 89) LF 64.0000 185,216.00 4,344.120 278,023 122 DRIVE STEEL PILE (HP 14 X 89) EA 2,450.0000 142,100.00 87.000 213,150 123 FURNISH 24" STEEL PIPE PILING LF 200.0000 188,600.00 947.380 189,476 124 DRIVE 24" STEEL PIPE PILE EA 8,560.0000 119,840.00 14.000 119,840 125 66" PERMANENT STEEL CASING LF 1,070.0000 577,800.00 180.000 192,600.00 359.500 384,665 126 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 140.0000 1,408,400.00 1,359.800 190,372.00 5,345.800 748,412 127 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 631.0000 624,690.00 330.000 208,230 128 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,760.0000 975,040.00 179.500 315,920 129 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,985.0000 4,011,840.00 180.000 537,300.00 768.000 2,292,480 130 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,175.0000 564,000.00 255.000 299,625 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 610,200.00 120.900 72,540.00 590.700 354,420 (F) 132 STRUCTURAL CONCRETE, BRIDGE CY 2,070.0000 11,260,800.00 178.300 369,081.00 2,551.000 5,280,570 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 1,517.0000 5,367,146.00 1,321.400 2,004,563 (F) (POLYMER FIBER) 134 STRUCTURAL CONCRETE, RETAINING WALL CY 597.0000 656,700.00 0.000 0 (F) 135 STRUCTURAL CONCRETE, APPROACH SLAB CY 730.0000 1,373,860.00 916.700 669,191 (F) (TYPE N) 136 STRUCTURAL CONCRETE, HEADWALL CY 1,261.0000 363,168.00 0.000 0 (F) 137 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,144.0000 722,528.00 177.670 380,924 (F) 138 MINOR CONCRETE (MINOR STRUCTURE) CY 6,200.0000 186,000.00 10.000 62,000.00 22.320 138,384 (F) 139 PAVING NOTCH EXTENSION CF 418.0000 11,286.00 19.000 7,942 140 DRILL AND BOND DOWEL LF 31.0000 34,038.00 1,088.000 33,728 141 CLEAN EXPANSION JOINT LF 57.0000 9,519.00 0.000 0 142 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,160.0000 162,560.00 16.000 162,560 GIRDER (20'-30') 143 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,731.0000 530,316.00 36.000 530,316 GIRDER (30'-40') 144 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,240.0000 121,920.00 8.000 121,920 GIRDER (40'-50') 145 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,200.0000 489,600.00 18.000 489,600 GIRDER (60'-70') 146 FURNISH PRECAST PRESTRESSED CONCRETE EA 92,500.0000 2,960,000.00 8.000 740,000 WIDE FLANGE GIRDER (110'-120') 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 81,975.0000 1,639,500.00 6.000 491,850 WIDE FLANGE GIRDER (130'-140') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 112,391.0000 1,798,256.00 4.000 449,564 WIDE FLANGE GIRDER (150'-160') 149 ERECT PRECAST PRESTRESSED CONCRETE EA 10,240.0000 1,495,040.00 96.000 983,040 GIRDER 150 BONDED JOINT SEAL (MR 1") LF 104.0000 37,648.00 0.000 0 151 BONDED JOINT SEAL (MR 2") LF 78.0000 38,064.00 0.000 0 152 JOINT SEAL (MR 1") LF 104.0000 59,592.00 0.000 0 153 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 4,467,483.60 225,838.000 271,005.60 1,774,912.430 2,129,894 (F) 154 BAR REINFORCING STEEL (RETAINING WALL) LB 3.2000 245,302.40 0.000 0 (F) 155 BAR REINFORCING STEEL (HEADWALL) LB 1.5700 72,794.62 0.000 0 (F) 156 BAR REINFORCING STEEL (GALVANIZED) LB 4.0000 16,224.00 4,056.000 16,224 (F) 157 HEADED BAR REINFORCEMENT EA 31.0000 241,676.00 7,264.000 225,184 (F) PROGRAM CAS145 PAGE 7 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 HEADED BAR REINFORCEMENT (GALVANIZED) EA 31.0000 1,984.00 32.000 992 (F) 159 ASPHALT MEMBRANE WATERPROOFING SQFT 16.0000 12,480.00 780.000 12,480 (F) 160 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 8.0000 18,616.00 1,861.600 14,892 (F) WITH WALKWAY) 161 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 9,308.00 0.000 0 (F) WITH WALKWAY) 162 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.0000 1,028,850.00 188,787.000 943,935 (F) 163 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 61,731.00 28,965.000 8,689.50 99,820.000 29,946 (F) 164 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 67,450.00 13,490.000 67,450 (F) 165 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 4,047.00 13,490.000 4,047 (F) 166 REMOVE SIGN STRUCTURE (EA) EA 10,450.0000 10,450.00 0.000 0 167 PUBLIC SAFETY PLAN LS 4,900.0000 4,900.00 0.000 0 168 REMOVE POLYESTER CONCRETE OVERLAY SQFT 5.0000 53,365.00 0.000 0 169 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 34,936.50 5,201.500 1,560 170 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 689,175.00 498.200 37,365 171 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.3000 267,846.50 5,201.500 11,963 (F) 172 BRIDGE REMOVAL, LOCATION A LS 193,140.0000 193,140.00 0.500 96,570 173 BRIDGE REMOVAL, LOCATION B LS 1,278,900.0000 1,278,900.00 0.500 639,450 174 BRIDGE REMOVAL (PORTION), LOCATION A LS 78,300.0000 78,300.00 1.000 78,300 175 BRIDGE REMOVAL (PORTION), LOCATION B LS 78,300.0000 78,300.00 1.000 78,300 176 BRIDGE REMOVAL (PORTION), LOCATION C LS 78,300.0000 78,300.00 1.000 78,300 177 BRIDGE REMOVAL (PORTION), LOCATION D LS 78,300.0000 78,300.00 1.000 78,300 178 COLUMN CASING LB 3.0000 98,850.00 32,950.000 98,850 (F) 179 18" TEMPORARY CULVERT LF 161.0000 111,090.00 682.100 109,818 180 4" PLASTIC PIPE LF 208.0000 112,320.00 44.700 9,297 181 36" PERFORATED PLASTIC PIPE LF 109.0000 10,900.00 100.000 10,900 182 48" PERFORATED PLASTIC PIPE LF 120.0000 34,800.00 280.000 33,600 183 60" PERFORATED PLASTIC PIPE LF 172.0000 30,960.00 0.000 0 184 18" REINFORCED CONCRETE PIPE LF 157.0000 755,170.00 3,125.400 490,687 PROGRAM CAS145 PAGE 8 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 24" REINFORCED CONCRETE PIPE LF 398.0000 796,000.00 1,168.070 464,891 186 42" REINFORCED CONCRETE PIPE LF 350.0000 87,500.00 247.000 86,450 187 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 167.0400 16,704.00 99.400 16,603 PIPE 188 8" CORRUGATED STEEL PIPE (.064" THICK) LF 130.5000 25,578.00 176.000 22,968 189 18" POLYMERIC SHEET COATED CORRUGATED LF 352.0000 42,240.00 8.700 3,062.40 47.500 16,720 STEEL PIPE (.109" THICK) 190 24" POLYMERIC SHEET COATED CORRUGATED LF 175.0000 40,250.00 0.000 0 STEEL PIPE (.138" THICK) 191 60" POLYMERIC SHEET COATED STEEL SPIRAL LF 287.0000 611,310.00 0.000 0 RIB PIPE (.109" THICK) 192 PULL BOX (OBSERVATION WELL) EA 3,007.0000 45,105.00 0.000 0 193 8" PERFORATED STEEL PIPE UNDERDRAIN LF 130.5000 25,578.00 196.000 25,578 (.064" THICK) 194 CLASS 6 PERMEABLE MATERIAL CY 37.0000 224,590.00 1,017.600 37,651 195 CLASS D FILTER FABRIC SQYD 1.0000 14,300.00 1,594.100 1,594 196 18" POLYMERIC SHEET COATED CORRUGATED LF 151.0000 36,240.00 151.000 22,801 STEEL PIPE DOWNDRAIN (.109" THICK) 197 24" POLYMERIC SHEET COATED CORRUGATED LF 231.0000 11,319.00 0.000 0 STEEL PIPE DOWNDRAIN (.138" THICK) 198 FLUME DOWNDRAIN LF 48.0000 17,280.00 0.000 0 199 TAPERED INLET EA 139.0000 2,085.00 0.000 0 200 ANCHOR ASSEMBLY EA 730.0000 16,060.00 9.000 6,570 201 FLUME ANCHOR ASSEMBLY EA 400.0000 16,000.00 0.000 0 202 DRAINAGE INLET MARKER EA 57.0000 285.00 0.000 0 203 GRATED LINE DRAIN LF 400.0000 236,000.00 60.000 24,000 204 12" WELDED STEEL PIPE CASING (BRIDGE) LF 235.0000 96,350.00 410.000 96,350 205 18" CONCRETE FLARED END SECTION EA 898.0000 2,694.00 1.000 898 206 24" CONCRETE FLARED END SECTION EA 996.0000 996.00 0.000 0 207 42" CONCRETE FLARED END SECTION EA 1,695.0000 1,695.00 1.000 1,695 208 36" PRECAST CONCRETE PIPE INLET LF 1,232.0000 113,344.00 77.600 95,603 209 18" TEMPORARY RISER LF 457.0000 10,968.00 23.500 10,739 210 ABANDON CULVERT (LF) LF 49.0000 103,390.00 1,227.800 60,162 211 ABANDON INLET EA 840.0000 3,360.00 2.000 1,680 PROGRAM CAS145 PAGE 9 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ABANDON RISER LF 692.0000 12,456.00 0.000 0 213 REMOVE CULVERT (LF) LF 120.0000 45,600.00 264.600 31,752 214 REMOVE DOWNDRAIN (EA) EA 3,132.0000 128,412.00 14.000 43,848 215 REMOVE INLET EA 1,904.0000 59,024.00 30.000 57,120 216 REMOVE HEADWALL EA 1,974.0000 1,974.00 1.000 1,974 217 REMOVE FLARED END SECTION (EA) EA 693.0000 7,623.00 5.000 3,465 218 RECONSTRUCT INLET EA 1,125.0000 1,125.00 0.000 0 219 ADJUST INLET EA 9,710.0000 48,550.00 5.000 48,550 220 ADJUST MANHOLE TO GRADE EA 3,598.0000 10,794.00 3.000 10,794 221 MODIFY INLET EA 7,322.0000 7,322.00 1.000 7,322 222 CAP RISER EA 7,322.0000 36,610.00 1.000 7,322 223 SAND BACKFILL CY 68.0000 42,160.00 551.700 37,515 224 SMALL-ROCK SLOPE PROTECTION (4" THICK) CY 132.0000 76,560.00 0.000 0 225 SMALL-ROCK SLOPE PROTECTION (7" THICK) CY 132.0000 62,040.00 204.000 26,928 226 SLOPE PAVING (CONCRETE) CY 2,610.0000 140,940.00 128.000 334,080 227 ROCK SLOPE PROTECTION CY 217.0000 18,879.00 0.000 0 (3/8 T, CLASS VI, METHOD B) (CY) 228 ROCK SLOPE PROTECTION CY 129.4600 168,298.00 409.000 52,949 (1/4 T, CLASS V, METHOD B) (CY) 229 ROCK SLOPE PROTECTION CY 565.0000 73,450.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 230 ROCK SLOPE PROTECTION (RIVER COBBLE) CY 195.0000 72,150.00 0.000 0 231 BOULDER EA 127.0000 2,540.00 0.000 0 232 RESET ROCK SLOPE PROTECTION CY 127.0000 66,040.00 245.000 31,115 233 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.3000 1,768.00 0.000 0 234 MINOR CONCRETE (MISCELLANEOUS CY 902.0000 13,530.00 6.200 5,592 CONSTRUCTION) 235 MINOR CONCRETE (CURB AND GUTTER) CY 930.0000 24,180.00 46.250 43,012 236 MINOR CONCRETE (CONCRETE MOW STRIP) CY 684.0000 11,628.00 0.000 0 237 MINOR CONCRETE (SIDEWALK) CY 932.0000 45,668.00 70.320 65,538 238 MISCELLANEOUS IRON AND STEEL LB 2.0000 159,344.00 513.000 1,026.00 34,061.000 68,122 (F) PROGRAM CAS145 PAGE 10 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 RISER SAFETY CAGE EA 368.0000 5,152.00 12.000 4,416 240 BRIDGE DECK DRAINAGE SYSTEM LB 8.0000 79,848.00 662.000 5,296 (F) 241 TEMPORARY FENCE (TYPE CL-6) LF 52.2000 12,006.00 956.000 49,903 242 CHAIN LINK FENCE (TYPE CL-6) LF 39.0000 176,670.00 0.000 0 243 REMOVE FENCE LF 5.2200 23,751.00 1,740.000 9,082 244 REMOVE PAVEMENT MARKER EA 3.0000 6,330.00 1,377.000 4,131 245 DELINEATOR (CLASS 1) EA 45.0000 22,500.00 264.000 11,880 246 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 39,780.00 2,919.000 17,514.00 3,255.000 19,530 247 MILEPOST MARKER EA 57.0000 1,710.00 0.000 0 248 MARKER (CULVERT) EA 52.0000 3,536.00 0.000 0 249 CULVERT MARKER (BARRIER MOUNTED) EA 36.0000 1,512.00 0.000 0 250 OBJECT MARKER (TYPE L) EA 47.0000 940.00 0.000 0 251 REMOVE MARKER EA 10.0000 1,100.00 0.000 0 252 REMOVE ROADSIDE SIGN (WOOD POST) EA 52.0000 2,964.00 3.000 156.00 12.000 624 253 REMOVE ROADSIDE SIGN (METAL POST) EA 104.0000 3,016.00 1.000 104.00 2.000 208 254 REMOVE ROADSIDE SIGN EA 52.0000 312.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 10.000 100 (0.063"-UNFRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 1,188.00 0.000 0 (0.063"-FRAMED) 257 ROADSIDE SIGN - ONE POST EA 255.0000 12,495.00 5.000 1,275 258 ROADSIDE SIGN - TWO POST EA 887.0000 8,870.00 3.000 2,661 259 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 156.0000 2,496.00 0.000 0 METHOD) 260 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 31.0000 1,736.00 0.000 0 261 INSTALL ROADSIDE SIGN EA 5,220.0000 73,080.00 9.000 46,980 (LAMINATED WOOD BOX POST) 262 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 69,500.00 1,369.900 34,247.50 1,369.900 34,247 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 263 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 17,750.00 622.500 15,562 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 264 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 10,640.00 221.000 6,188 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 11 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 1,140.00 32.900 197 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 266 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 3,920.00 32.000 224 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 267 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 351.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 268 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,440.00 156.000 2,184 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 269 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 35,630.00 1,369.900 9,589.30 2,372.200 16,605 270 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.0000 192,240.00 2,935.000 70,440.00 4,085.000 98,040 271 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 28.0000 169,120.00 1,399.500 39,186 272 VEGETATION CONTROL (MINOR CONCRETE) SQYD 32.0000 355,200.00 336.000 10,752.00 3,158.100 101,059 273 RAIL ELEMENT WALL SQFT 62.0000 4,650.00 0.000 0 274 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 156.0000 49,920.00 0.000 0 (F) 275 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 41.0000 3,567.00 100.000 4,100 (STEEL POST) 276 DOUBLE THRIE BEAM BARRIER LF 58.0000 3,364.00 50.000 2,900 277 CABLE RAILING LF 31.0000 30,380.00 0.000 0 (F) 278 TRANSITION RAILING (TYPE DTB) EA 4,175.0000 4,175.00 1.000 4,175 279 TRANSITION RAILING (TYPE WB-31) EA 3,862.0000 69,516.00 2.000 7,724.00 12.000 46,344 280 END CAP (TYPE A) EA 235.0000 2,115.00 1.000 235 281 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 7,975.00 8.000 5,800 282 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 31.0000 589.00 12.000 372 283 ALTERNATIVE MEDIAN TERMINAL SYSTEM EA 5,220.0000 10,440.00 1.000 5,220 284 CONCRETE BARRIER (TYPE 60MA) LF 95.0000 30,115.00 84.000 7,980.00 401.000 38,095 (F) 285 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 84.0000 141,624.00 881.000 74,004 (F) 286 CONCRETE BARRIER (TYPE 60MC MOD) LF 74.0000 1,117,400.00 3,416.000 252,784.00 11,784.000 872,016 287 CONCRETE BARRIER (TYPE 60MF MOD) LF 257.0000 56,540.00 194.000 49,858.00 401.000 103,057 288 RECONSTRUCT CONCRETE ANCHOR BLOCK EA 2,610.0000 10,440.00 0.000 0 289 CONCRETE BARRIER (TYPE 60M MOD) LF 79.0000 483,480.00 1,131.000 89,349.00 3,918.000 309,522 PROGRAM CAS145 PAGE 12 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 CONCRETE BARRIER (TYPE 842) LF 182.0000 219,856.00 0.000 0 (F) 291 REMOVE GUARDRAIL LF 2.5600 41,472.00 3,009.000 7,703.04 11,338.500 29,026 292 SALVAGE DOUBLE THRIE BEAM BARRIER LF 3.5000 12,075.00 3,550.000 12,425 293 SALVAGE METAL BRIDGE RAILING LF 15.0000 39,810.00 1,841.500 27,622 294 SALVAGE GUARDRAIL LF 3.0000 6,150.00 1,600.000 4,800 295 ADJUST GUARDRAIL LF 3.0000 29,580.00 8,612.500 25,837 296 REMOVE CONCRETE BARRIER LF 66.0000 25,740.00 388.450 25,637 297 SALVAGE HIGH TENSION CABLE BARRIER LF 2.0000 68,600.00 29,847.000 59,694 (3-STRAND) 298 SALVAGE HIGH TENSION CABLE BARRIER EA 783.0000 13,311.00 16.000 12,528 (3-STRAND) TERMINAL SYSTEM 299 HIGH TENSION CABLE BARRIER (4-STRAND) LF 20.0000 316,000.00 15,726.000 314,520 300 HIGH TENSION CABLE BARRIER (4-STRAND) EA 3,393.0000 13,572.00 4.000 13,572 TERMINAL SYSTEM 301 THERMOPLASTIC TRAFFIC STRIPE LF 0.9900 13,761.00 0.000 0 302 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 4,320.00 1,438.000 12,942 303 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 23,320.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 304 THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,455.00 8,427.000 12,640 (SPRAYABLE) 305 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,074.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 306 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 97,800.00 96,487.000 57,892.20 96,487.000 57,892 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 307 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9400 235,940.00 77,927.000 73,251.38 77,927.000 73,251 (ENHANCED WET NIGHT VISIBILITY) 308 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0900 26,543.00 1,239.000 2,589.51 1,239.000 2,589 (ENHANCED WET NIGHT VISIBILITY) 309 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8500 7,992.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 310 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 74,100.00 7,428.000 4,828 311 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.8000 3,432.00 432.000 3,369.60 642.000 5,007 312 12" RUMBLE STRIP STA 17.7500 24,850.00 1,055.900 18,742.23 2,019.300 35,842 (ASPHALT CONCRETE PAVEMENT) 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,484.0000 11,484.00 0.030 344.52 0.550 6,316 SYSTEM ELEMENTS DURING CONSTRUCTION 314 LIGHTING SYSTEM LS 236,988.0000 236,988.00 0.135 31,993.38 0.182 43,131 PROGRAM CAS145 PAGE 13 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 315 CLOSED CIRCUIT TELEVISION SYSTEM LS 171,216.0000 171,216.00 0.479 82,012 316 TRAFFIC MONITORING STATION SYSTEM LS 131,544.0000 131,544.00 0.510 67,087.44 0.886 116,547 317 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,244,600.0000 2,244,600.00 0.060 134,676.00 0.800 1,795,680 PROGRAM CAS145 PAGE 14 DATE 07/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 09:00 AM ESTIMATE NO. 020 BID OPENING 08/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 07/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,668,300.37 62,670,594.19 ADJUSTMENT OF COMPENSATION -50,000.00 -196,966.91 EXTRA WORK 504,217.89 4,372,601.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,122,518.26 66,846,228.54 318 MOBILIZATION LS 12,379,026.0000 12,379,026.00 1.000 12,379,026 ORIGINAL CONTRACT AMOUNT 120,615,510.62 TOTAL WORK COMPLETED 5,122,518.26 79,225,254.54 MATERIALS ON HAND ON SITE 92,436.16 2,673,913.16 DEDUCTIONS -3,000.00 -1,552,534.73 TOTAL 5,211,954.42 80,346,632.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 318 MOBILIZATION 12,061,551.06 12,379,026.00 317,474.94 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 11/30/18 532 01/23/19 01/23/19 07/02/21 279 77 0 0 63% 52% PROGRESS IS SATISFACTORY BENNER, HENRY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/28/20