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 12/22/21 EST. NO. 037 TIME 11:12 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 0184 9,784.85 E.W. @ F.A.(+) 083021 N JFS184 0185 2,595.45 083121 N JFS185 0186 1,197.33 060721 N JFS186 0187 790.22 051221 N JFS187 0188 4,244.29 102621 N JFS188 0189 3,972.67 102721 N JFS189 0190 1,516.23 102721 N JFS190 0191 1,434.81 111721 N JFS191 0192 1,313.87 111821 N JFS192 0193 4,262.90 111921 N JFS193 0194 2,826.96 112021 N JFS194 0195 7,700.00 120321 N JFS195 020 0002 1,666.50 E.W. @ L.S.(+) 113021 N JFS002 022 0034 5,932.81 E.W. @ F.A.(+) 081121 N 0137.0 0035 5,154.69 101521 N JFS035 0036 7,199.92 101821 N JFS036 0037 6,702.65 101921 N JFS037 0038 13,349.25 112921 N 0153.0 047 0027 154.08 E.W. @ F.A.(+) 092821 N JFS027 051 0036 2,379.43 E.W. @ F.A.(+) 030221 N 0135.0 0037 1,311.96 030321 N 0136.0 0038 74.69 101821 N 0151.0 0039 74.69 101921 N 0152.0 054 0012 6,470.89 E.W. @ F.A.(+) 101121 N JFS012 0013 546.74 101221 N JFS013 0014 1,578.69 101321 N JFS014 062 0019 1,878.73 E.W. @ F.A.(+) 120221 N JFS019 065 0003 13,891.38 E.W. @ F.A.(+) 101121 N JFS003 085 0001 5,887.20 A.C. @ L.S.(+) 111921 N JFS001 086 0001 7,064.64 A.C. @ L.S.(+) 111921 N JFS001 087 0001 106,931.39 E.W. @ L.S.(+) 113021 N JFS001 090 0001 1,877.59 E.W. @ F.A.(+) 120221 N JFS001 0002 3,391.39 120321 N JFS002 0003 3,823.64 111621 N JFS003 092 0014 5,540.29 E.W. @ F.A.(+) 092721 N JFS014 0015 4,474.34 092821 N JFS015 0016 4,624.66 092921 N JFS016 0017 6,870.52 093021 N JFS017 0018 2,678.53 100121 N JFS018 0019 5,516.06 100421 N JFS019 0020 5,596.65 100521 N JFS020 0021 6,244.74 100621 N JFS021 0022 6,325.40 100721 N JFS022 0023 3,985.10 100821 N JFS023 0024 8,497.32 101121 N JFS024 0025 7,082.04 101221 N JFS025 0026 6,588.68 101321 N JFS026 0027 6,453.79 101421 N JFS027 0031 7,199.92 102021 N JFS031 0032 5,010.83 102121 N JFS032 095 0006 785.97 E.W. @ F.A.(+) 111921 N AGL006 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 12/22/21 EST. NO. 037 TIME 11:12 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 --------------------------------------------------------------------------- 0007 1,378.20 112021 N AGL007 0008 3,017.60 112221 N AGL008 0009 1,886.02 112321 N AGL009 098 0001 45,540.00 E.W. @ F.A.(+) 120221 N JFS001 103 0004 7,388.46 E.W. @ F.A.(+) 102821 N JFS004 391,667.65 TOTAL THIS ESTIMATE 7,708,076.14 TOTAL PREVIOUS ESTIMATE 8,099,743.79 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 12/22/21 EST. NO. 037 TIME 11:12 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 RETURN CPM DEDUCT 1,225,110.20 021 0.00 -4,949.59 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 PER 8/20 LETTER -5,000.00 021 RELEASE 6/20 DEDUCT 2,000.00 021 PER 9/20 LETTER -5,000.00 022 RELEASE E21 8/18/20 5,000.00 022 RELEASE EST. 22 5,000.00 023 DEDUCT LTTR 11/20 -5,000.00 024 RELESE EST 20 LTTR 3,000.00 024 RELEASE 11/20 DEDUCT 5,000.00 025 PER 2/20 LETTER -4,000.00 027 RELEASE 2/21 DEDUCT 4,000.00 028 PER 4/21 LETTER -1,000.00 029 PER 5/21 LETTER -5,000.00 030 RELEASE 4/21 DEDUCT 1,000.00 031 RELEASE 6/21 DEDUCT 5,000.00 031 PER 10/21 LETTER -5,000.00 035 PER 11/21 LETTER -5,000.00 036 PER 12/21 LETTER -2,000.00 037 RELEASE 10/21 DEDUCT 5,000.00 037 3,000.00 -7,000.00 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 -329,424.53 PROGRAM CAS145 PAGE 1 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 LOCATION 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 0.970 15,190 003 TIME-RELATED OVERHEAD (LS) LS 626,400.0000 626,400.00 0.970 607,608 004 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 0.970 37,975 006 TRAFFIC CONTROL SYSTEM LS 793,188.0000 793,188.00 0.970 769,392 007 TYPE III BARRICADE EA 89.0000 712.00 15.000 1,335 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 5,050.00 742.000 3,710 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3900 264,030.00 490,545.000 191,312 010 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 18,460.00 710.000 18,460 011 TEMPORARY PAVEMENT MARKER EA 5.0000 57,000.00 8,634.000 43,170 012 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 0.970 40,507 014 PORTABLE SPEED FEEDBACK SIGN LS 26,100.0000 26,100.00 0.970 25,317 015 TEMPORARY RAILING (TYPE K) LF 30.0000 3,780,000.00 126,992.000 3,809,760 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,387.0000 66,836.00 34.000 81,158 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 0.970 95,425 019 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 2.000 1,000.00 31.000 15,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 465.0000 55,800.00 3.000 1,395.00 70.000 32,550 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 PROGRAM CAS145 PAGE 2 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 313.00 9.000 2,817 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.3100 15,810.00 8,201.000 2,542.31 83,919.780 26,015 025 TEMPORARY SOIL BINDER SQYD 0.1400 9,520.00 0.000 0 026 TEMPORARY CHECK DAM LF 6.0000 6,240.00 1,040.000 6,240 027 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 8,250.00 50.000 8,250 028 TEMPORARY FIBER ROLL LF 4.0000 44,000.00 11,000.000 44,000 029 TEMPORARY GRAVEL BAG BERM LF 12.0000 30,000.00 2,500.000 30,000 030 TEMPORARY SILT FENCE LF 3.0000 3,000.00 856.000 2,568 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,521.0000 42,252.00 5.000 17,605 032 STREET SWEEPING LS 36,150.0000 36,150.00 0.970 35,065 033 TEMPORARY CONCRETE WASHOUT LS 10,500.0000 10,500.00 1.000 10,500 034 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 1.000 107,839 038 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 0.970 47,476 041 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 1.000 156,600 043 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 1.000 146,160 046 DUST PALLIATIVE LS 10,000.0000 10,000.00 0.970 9,700 047 ROADWAY EXCAVATION CY 33.0000 4,290,000.00 129,742.300 4,281,495 048 SHOULDER BACKING TON 36.0000 146,880.00 9,475.860 341,130 049 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 597,720.00 5,148.600 617,832 (F) PROGRAM CAS145 PAGE 3 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,893.100 604,657 (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 4,108.900 168,464 055 IMPORTED BORROW (CY) CY 23.0000 3,565,000.00 156,310.000 3,595,130 056 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 582,000.00 218,262.100 654,786 CLASS A1 057 REINFORCED EMBANKMENT SQYD 60.0000 870,000.00 0.000 0 058 ROADSIDE CLEARING LS 20,880.0000 20,880.00 0.750 15,660 059 ROCK BLANKET SQFT 18.0000 496,800.00 26,469.000 476,442 060 CULTIVATION SQYD 3.0000 2,880.00 0.000 0 061 SOIL AMENDMENT CY 70.0000 770.00 5.000 350 062 PACKET FERTILIZER EA 1.0000 240.00 257.000 257 063 SLOW-RELEASE FERTILIZER LB 7.0000 602.00 0.000 0 064 PLANT (GROUP A) EA 33.0000 6,930.00 59.000 1,947 065 PLANT (GROUP B) EA 120.0000 3,360.00 66.000 7,920 066 SOD SQYD 15.0000 14,400.00 0.000 0 067 MAINTAIN EXISTING PLANTED AREAS LS 16,700.0000 16,700.00 1.000 16,700 068 PLANT ESTABLISHMENT WORK LS 3,400.0000 3,400.00 0.000 0 069 WOOD MULCH CY 45.0000 17,100.00 500.000 22,500 070 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 1.000 13,154 073 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 1.000 20,326 075 1" REMOTE CONTROL VALVE EA 585.0000 1,755.00 3.000 1,755 076 1 1/4" REMOTE CONTROL VALVE EA 626.0000 3,756.00 5.000 3,130 PROGRAM CAS145 PAGE 4 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 2,673 080 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 192.0000 5,568.00 29.000 5,568 081 RISER SPRINKLER ASSEMBLY EA 35.0000 9,100.00 201.000 7,035 082 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 3,200.000 16,000 (F) LINE) 085 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 3,120.00 520.000 3,120 (F) LINE) 086 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 3,900.00 650.000 3,900 (F) (SUPPLY LINE) 087 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 18,540.00 3,090.000 18,540 (F) (SUPPLY LINE) 088 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 6,790.00 970.000 6,790 (F) (SUPPLY LINE) 089 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 1,710.00 190.000 1,710 (F) (SUPPLY LINE) 090 6" PLASTIC PIPE (SCHEDULE 40) LF 13.0000 2,080.00 160.000 2,080 (F) (SUPPLY LINE) 091 8" PLASTIC PIPE (SCHEDULE 40) LF 22.0000 2,420.00 110.000 2,420 (F) (SUPPLY LINE) 092 8" CORRUGATED HIGH DENSITY LF 65.0000 8,450.00 181.500 11,797 POLYETHYLENE PIPE CONDUIT 093 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 202,500.00 3,186.000 1,593.00 390,012.900 195,006 094 HYDROMULCH SQFT 0.0400 21,160.00 0.000 0 095 HYDROMULCH (FRM) SQFT 0.0800 32,400.00 117,486.000 9,398.88 849,552.850 67,964 096 HYDROSEED SQFT 0.1300 68,770.00 2,000.000 260 097 HYDROSEED (HBGM) SQFT 0.1800 72,900.00 117,486.000 21,147.48 847,552.850 152,559 098 HYDROSEED (FRM) SQFT 0.1600 9,904.00 45,694.000 7,311.04 134,694.000 21,551 099 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 0.600 66,459 102 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 3,888,000.00 108,059.800 3,890,152 103 PREPAVING INERTIAL PROFILER LS 12,173.0000 12,173.00 1.000 12,173 PROGRAM CAS145 PAGE 5 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 253,440.00 227.500 90,090 105 HOT MIX ASPHALT (TYPE A) TON 79.0000 5,016,500.00 67,176.390 5,306,934 106 HOT MIX ASPHALT (TYPE A) (PG 64-10 TON 95.0000 1,178,000.00 10,953.030 1,040,537 RICH BOTTOM) WITH LIME TREATMENT 107 HOT MIX ASPHALT (TYPE A) (PG 64-10) TON 76.0000 3,290,800.00 35,068.890 2,665,235 WITH LIME TREATMENT 108 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 8,393,000.00 66,809.785 7,349,076 109 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 34,140.110 3,345,730 (OPEN GRADED FRICTION COURSE) 111 DATA CORE LS 14,400.0000 14,400.00 1.000 14,400 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 2,268.00 1,288.000 1,803 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4000 5,880.00 3,988.000 5,583 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 19,040.00 12,928.000 18,099 115 PLACE HOT MIX ASPHALT SQYD 78.0000 3,120.00 39.400 3,073 (MISCELLANEOUS AREA) 116 TACK COAT TON 589.0000 217,930.00 368.560 217,081 117 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 8,033.000 72,297 119 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.9000 1,808,100.00 367,868.180 1,802,554 120 GRIND EXISTING BRIDGE DECK SQYD 5.0000 21,875.00 3,850.230 19,251 121 FURNISH STEEL PILING (HP 14 X 89) LF 64.0000 185,216.00 4,344.000 278,016 122 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 188,600.00 943.000 188,600 124 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 577,800.00 540.000 577,800 126 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 140.0000 1,408,400.00 8,614.750 1,206,065 127 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 631.0000 624,690.00 990.000 624,690 128 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,760.0000 975,040.00 554.000 975,040 129 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,985.0000 4,011,840.00 1,344.000 4,011,840 130 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,175.0000 564,000.00 476.000 559,300 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,018.300 610,980 (F) 132 STRUCTURAL CONCRETE, BRIDGE CY 2,070.0000 11,260,800.00 5,513.200 11,412,324 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 1,517.0000 5,367,146.00 3,538.000 5,367,146 (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 1,965.400 1,434,742 (F) (TYPE N) 136 STRUCTURAL CONCRETE, HEADWALL CY 1,261.0000 363,168.00 103.100 130,009 (F) 137 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,144.0000 722,528.00 398.140 853,612 (F) 138 MINOR CONCRETE (MINOR STRUCTURE) CY 6,200.0000 186,000.00 25.280 156,736 (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 1,098.000 34,038 141 CLEAN EXPANSION JOINT LF 57.0000 9,519.00 700.000 39,900.00 700.000 39,900 142 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 32.000 2,960,000 WIDE FLANGE GIRDER (110'-120') 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 81,975.0000 1,639,500.00 20.000 1,639,500 WIDE FLANGE GIRDER (130'-140') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 112,391.0000 1,798,256.00 16.000 1,798,256 WIDE FLANGE GIRDER (150'-160') 149 ERECT PRECAST PRESTRESSED CONCRETE EA 10,240.0000 1,495,040.00 146.000 1,495,040 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 3,695,253.000 4,434,303 (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 7,970.000 12,512 (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 7,796.000 241,676 (F) PROGRAM CAS145 PAGE 7 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 64.000 1,984 (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 2,327.000 18,616 (F) WITH WALKWAY) 161 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 9,308.00 2,327.000 9,308 (F) WITH WALKWAY) 162 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.0000 1,028,850.00 205,770.000 1,028,850 (F) 163 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 61,731.00 205,770.000 61,731 (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 1.000 10,450 167 PUBLIC SAFETY PLAN LS 4,900.0000 4,900.00 1.000 4,900.00 1.000 4,900 168 REMOVE POLYESTER CONCRETE OVERLAY SQFT 5.0000 53,365.00 23,126.200 115,631 169 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 34,936.50 11,173.420 3,352.03 163,751.920 49,125 170 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 689,175.00 711.960 53,397.00 12,264.160 919,812 171 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.3000 267,846.50 16,531.000 38,021.30 169,109.500 388,951 (F) 172 BRIDGE REMOVAL, LOCATION A LS 193,140.0000 193,140.00 1.000 193,140 173 BRIDGE REMOVAL, LOCATION B LS 1,278,900.0000 1,278,900.00 1.000 1,278,900 174 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 5.000 1,040.00 133.700 27,809 181 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 30,960.00 177.000 30,444 184 18" REINFORCED CONCRETE PIPE LF 157.0000 755,170.00 4,990.900 783,571 PROGRAM CAS145 PAGE 8 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,928.470 767,531 186 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 25,578.00 196.000 25,578 189 18" POLYMERIC SHEET COATED CORRUGATED LF 352.0000 42,240.00 144.700 50,934 STEEL PIPE (.109" THICK) 190 24" POLYMERIC SHEET COATED CORRUGATED LF 175.0000 40,250.00 221.400 38,745 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 9.000 27,063 193 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 5,387.800 199,348 195 CLASS D FILTER FABRIC SQYD 1.0000 14,300.00 13,628.280 13,628 196 18" POLYMERIC SHEET COATED CORRUGATED LF 151.0000 36,240.00 204.600 30,894 STEEL PIPE DOWNDRAIN (.109" THICK) 197 24" POLYMERIC SHEET COATED CORRUGATED LF 231.0000 11,319.00 44.300 10,233 STEEL PIPE DOWNDRAIN (.138" THICK) 198 FLUME DOWNDRAIN LF 48.0000 17,280.00 343.600 16,492 199 TAPERED INLET EA 139.0000 2,085.00 14.000 1,946 200 ANCHOR ASSEMBLY EA 730.0000 16,060.00 13.000 9,490 201 FLUME ANCHOR ASSEMBLY EA 400.0000 16,000.00 23.000 9,200 202 DRAINAGE INLET MARKER EA 57.0000 285.00 0.000 0 203 GRATED LINE DRAIN LF 400.0000 236,000.00 105.000 42,000.00 219.000 87,600 204 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 3.000 2,694 206 24" CONCRETE FLARED END SECTION EA 996.0000 996.00 1.000 996 207 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 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,600.00 331.300 39,756 214 REMOVE DOWNDRAIN (EA) EA 3,132.0000 128,412.00 26.000 81,432 215 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 8.000 5,544 218 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 3.000 21,966 223 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 62,040.00 469.000 61,908 226 SLOPE PAVING (CONCRETE) CY 2,610.0000 140,940.00 64.000 167,040 227 ROCK SLOPE PROTECTION CY 217.0000 18,879.00 86.700 18,813 (3/8 T, CLASS VI, METHOD B) (CY) 228 ROCK SLOPE PROTECTION CY 129.4600 168,298.00 1,296.000 167,780 (1/4 T, CLASS V, METHOD B) (CY) 229 ROCK SLOPE PROTECTION CY 565.0000 73,450.00 139.900 79,043 (60 LB, CLASS II, METHOD B) (CY) 230 ROCK SLOPE PROTECTION (RIVER COBBLE) CY 195.0000 72,150.00 374.840 73,093 231 BOULDER EA 127.0000 2,540.00 20.000 2,540 232 RESET ROCK SLOPE PROTECTION CY 127.0000 66,040.00 520.000 66,040 233 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.3000 1,768.00 1,178.300 1,531 234 MINOR CONCRETE (MISCELLANEOUS CY 902.0000 13,530.00 9.980 9,001 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 18.000 12,312 237 MINOR CONCRETE (SIDEWALK) CY 932.0000 45,668.00 70.320 65,538 238 MISCELLANEOUS IRON AND STEEL LB 2.0000 159,344.00 85,541.000 171,082 (F) PROGRAM CAS145 PAGE 10 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,981.000 79,848 (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 96.500 3,763.50 3,378.500 131,761 243 REMOVE FENCE LF 5.2200 23,751.00 32.000 167.04 4,085.000 21,323 244 REMOVE PAVEMENT MARKER EA 3.0000 6,330.00 1,548.000 4,644 245 DELINEATOR (CLASS 1) EA 45.0000 22,500.00 124.000 5,580.00 435.000 19,575 246 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 39,780.00 4,539.000 27,234 247 MILEPOST MARKER EA 57.0000 1,710.00 10.000 570.00 30.000 1,710 248 MARKER (CULVERT) EA 52.0000 3,536.00 67.000 3,484.00 67.000 3,484 249 CULVERT MARKER (BARRIER MOUNTED) EA 36.0000 1,512.00 42.000 1,512.00 42.000 1,512 250 OBJECT MARKER (TYPE L) EA 47.0000 940.00 20.000 940.00 20.000 940 251 REMOVE MARKER EA 10.0000 1,100.00 110.000 1,100.00 110.000 1,100 252 REMOVE ROADSIDE SIGN (WOOD POST) EA 52.0000 2,964.00 5.000 260.00 49.000 2,548 253 REMOVE ROADSIDE SIGN (METAL POST) EA 104.0000 3,016.00 1.000 104.00 24.000 2,496 254 REMOVE ROADSIDE SIGN EA 52.0000 312.00 2.000 104.00 6.000 312 (STRAP AND SADDLE BRACKET METHOD) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 89.900 899.00 110.900 1,109 (0.063"-UNFRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 1,188.00 44.000 1,188.00 44.000 1,188 (0.063"-FRAMED) 257 ROADSIDE SIGN - ONE POST EA 255.0000 12,495.00 20.000 5,100.00 49.000 12,495 258 ROADSIDE SIGN - TWO POST EA 887.0000 8,870.00 6.000 5,322.00 10.000 8,870 259 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 156.0000 2,496.00 6.000 936.00 16.000 2,496 METHOD) 260 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 31.0000 1,736.00 56.000 1,736.00 56.000 1,736 261 INSTALL ROADSIDE SIGN EA 5,220.0000 73,080.00 3.000 15,660.00 14.000 73,080 (LAMINATED WOOD BOX POST) 262 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 69,500.00 2,779.900 69,497 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 263 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 17,750.00 84.000 2,100.00 706.500 17,662 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 264 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 10,640.00 153.000 4,284.00 374.000 10,472 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 11 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,140.00 150.200 901.20 186.900 1,121 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 266 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 3,920.00 342.500 2,397.50 570.300 3,992 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 267 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 351.00 26.300 341.90 26.300 341 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 268 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,440.00 189.100 2,647.40 459.100 6,427 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 269 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 35,630.00 945.100 6,615.70 5,103.000 35,721 270 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.0000 192,240.00 12,410.500 297,852 271 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 28.0000 169,120.00 2,649.500 74,186 272 VEGETATION CONTROL (MINOR CONCRETE) SQYD 32.0000 355,200.00 8,496.100 271,875 273 RAIL ELEMENT WALL SQFT 62.0000 4,650.00 0.000 0 274 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 156.0000 49,920.00 320.000 49,920 (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 78.000 2,418 (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 19.000 73,378 280 END CAP (TYPE A) EA 235.0000 2,115.00 6.000 1,410 281 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 7,975.00 12.000 8,700 282 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 31.0000 589.00 16.000 496 283 ALTERNATIVE MEDIAN TERMINAL SYSTEM EA 5,220.0000 10,440.00 1.000 5,220 284 CONCRETE BARRIER (TYPE 60MA) LF 95.0000 30,115.00 317.000 30,115 (F) 285 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 84.0000 141,624.00 1,686.000 141,624 (F) 286 CONCRETE BARRIER (TYPE 60MC MOD) LF 74.0000 1,117,400.00 15,676.000 1,160,024 287 CONCRETE BARRIER (TYPE 60MF MOD) LF 257.0000 56,540.00 401.000 103,057 288 RECONSTRUCT CONCRETE ANCHOR BLOCK EA 2,610.0000 10,440.00 4.000 10,440 289 CONCRETE BARRIER (TYPE 60M MOD) LF 79.0000 483,480.00 5,126.000 404,954 PROGRAM CAS145 PAGE 12 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,208.000 219,856 (F) 291 REMOVE GUARDRAIL LF 2.5600 41,472.00 16,709.500 42,776 292 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 2,654.000 39,810 294 SALVAGE GUARDRAIL LF 3.0000 6,150.00 1,675.000 5,025 295 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 2,037.000 2,016 302 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 4,320.00 1,438.000 12,942 303 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 23,320.00 1,184.000 13,024 (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 1,104.000 662 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 306 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 97,800.00 122,704.000 73,622 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 307 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9400 235,940.00 179,027.000 168,285 (ENHANCED WET NIGHT VISIBILITY) 308 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0900 26,543.00 6,275.000 13,114 (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 10,341.000 6,721 311 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.8000 3,432.00 642.000 5,007 312 12" RUMBLE STRIP STA 17.7500 24,850.00 2,369.230 42,053 (ASPHALT CONCRETE PAVEMENT) 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,484.0000 11,484.00 0.970 11,139 SYSTEM ELEMENTS DURING CONSTRUCTION 314 LIGHTING SYSTEM LS 236,988.0000 236,988.00 1.000 236,988 PROGRAM CAS145 PAGE 13 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 171,216 316 TRAFFIC MONITORING STATION SYSTEM LS 131,544.0000 131,544.00 1.000 131,544 317 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,244,600.0000 2,244,600.00 1.000 2,244,600 PROGRAM CAS145 PAGE 14 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C40V4 TIME 11:12 AM ESTIMATE NO. 037 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 12/20/21 R.E. NAME: BENNER, HENRY DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 295,024.28 103,265,529.17 ADJUSTMENT OF COMPENSATION 12,951.84 -1,060,301.13 EXTRA WORK 378,715.81 9,160,044.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 686,691.93 111,365,272.96 318 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 686,691.93 123,744,298.96 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 3,000.00 -329,424.53 TOTAL 689,691.93 123,414,874.43 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 01/06/22 570 154 51 0 96% 98% PROGRESS IS SATISFACTORY BENNER, HENRY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/21