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 10/23/19 EST. NO. 017 TIME 08:12 AM R.E. NAME: MALLORY, NICOLE 02-4G5504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0011 1,100.00 E.W. @ F.A.(+) 090119 N JFS011 003 0012 1,000.00 E.W. @ F.A.(+) 082819 N JFS012 012 0057 3,335.63 E.W. @ F.A.(+) 082019 N JFS057 0058 687.69 082119 N JFS058 0067 330.93 081919 N JFS067 0068 9,737.29 082619 N JFS068 0073 2,403.50 082319 N JFS073 0075 3,153.70 082819 N JFS075 0076 6,483.95 083019 N JFS076 0079 770.00 082119 N JFS079 0080 616.00 082019 N JFS080 0082 7,735.47 081919 N JFS082 0085 6,392.97 082219 N JFS085 0086 4,794.48 082319 N JFS086 0092 80,798.48 A.C. @ U.P.(+) 102119 N JFS092 014 0054 3,219.44 E.W. @ F.A.(+) 071619 N JFS054 0055 5,757.66 071719 N JFS055 0056 451.95 071819 N JFS056 0057 1,187.82 081319 N JFS057 030 0002 84.77 E.W. @ F.A.(+) 072519 N JFS002 031 0025 -239,640.22 A.C. @ U.P.(-) 102119 N JFS025 0026 32,139.52 E.W. @ U.P (+) 102119 N JFS026 032 0001 1,719.66 E.W. @ F.A.(+) 090619 N JFS001 0002 844.25 090619 N JFS002 0007 3,250.00 A.C. @ L.S.(+) 100319 N JFS007 0008 396,069.94 A.C. @ U.P.(+) 100319 N JFS008 033 0001 11.79 E.W. @ F.A.(+) 081419 N JFS001 0002 4,097.39 081419 N JFS002 0003 1,617.68 080719 N JFS003 0004 664.87 080919 N JFS004 0005 3,469.62 081219 N JFS005 0006 1,064.28 081319 N JFS006 0007 1,955.92 081419 N JFS007 0008 117.69 081619 N JFS008 347,424.12 TOTAL THIS ESTIMATE 2,385,132.87 TOTAL PREVIOUS ESTIMATE 2,732,556.99 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 10/23/19 EST. NO. 017 TIME 08:12 AM R.E. NAME: MALLORY, NICOLE 02-4G5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMPLIANT CRCP -350,000.00 005 DENSITY CORE -3,737.50 011 0.00 -353,737.50 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/18 -8,000.00 002 PER LTR DATED 8/18 -3,000.00 003 PER LTTR DATED 9/18 -2,000.00 004 RELEASE DEDUCT 8/18 3,000.00 004 RELEASE DEDUCT 7/18 8,000.00 004 PER LTTR DATED 10/18 -7,000.00 005 PER LTTR DATED 11/20 -4,000.00 006 RELEASE DEDUCT 10/20 7,000.00 006 PER LTTR DATED 12/20 -1,000.00 007 RELEASE DEDUCT 9/18 2,000.00 007 RELEASE DEDUCT 11/18 4,000.00 007 RTN DEDUCT 12/20 1,000.00 008 PER LTTR DATED 3/19 -5,000.00 010 PER LTTR DATED 4/19 -6,000.00 011 RELEASE DEDUCT 3/19 5,000.00 011 PER LTR DATED 5/19 -6,000.00 012 PER LTR DATED 7/19 -10,000.00 014 RTN DEDUCT 4/19 6,000.00 014 PER LTR DATED 8/19 -6,000.00 015 RTN DEDUCT 5/19 6,000.00 015 PER LTR DATED 9/19 -10,000.00 016 RTN DEDUCT 7/19 10,000.00 017 PER LTTR DATED 10/19 -3,000.00 017 RTN DEDUCT 8/19 6,000.00 017 RTN DEDUCT 9/19 10,000.00 017 23,000.00 -3,000.00 TOTAL DEDUCTIONS 23,000.00 -356,737.50 PROGRAM CAS145 PAGE 1 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 LOCATION PROGRESS ESTIMATE 02-SIS-5-2.7/R11.4 ----------------- J.F. SHEA CONSTRUCTION, INC. IN SISKIYOU COUNTY IN AND NEAR P.O. BOX 494519 DUNSMUIR FROM SACRAMENTO RIVER REDDING CA 96049 BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS FED. AID NO. ACIM- 005-9(177)E 2 R ROADWAY REHABILIATION - ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,575.0000 2,575.00 1.000 2,575 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,500.0000 10,500.00 0.100 1,050 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 1,200,000.00 17.000 51,000.00 229.000 687,000 004 DEVELOP WATER SUPPLY LS 26,250.0000 26,250.00 1.000 26,250 005 CONSTRUCTION AREA SIGNS LS 65,100.0000 65,100.00 0.050 3,255.00 0.800 52,080 006 TRAFFIC CONTROL SYSTEM LS 503,400.0000 503,400.00 0.061 30,707.40 0.818 411,781 007 TRAFFIC CONTROL SURVEILLANCE LS 305,000.0000 305,000.00 1.000 305,000 008 FLASHING ARROW SIGN EA 735.0000 8,820.00 6.000 4,410 009 TYPE III BARRICADE EA 53.0000 2,067.00 29.000 1,537 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 7,760.00 126.000 504.00 1,488.500 5,954 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2100 329,700.00 85,600.000 17,976.00 871,313.000 182,975 012 CHANNELIZER (SURFACE MOUNTED) EA 27.0000 1,863.00 35.000 945 013 TRAFFIC PLASTIC DRUM EA 35.0000 39,200.00 611.000 21,385 014 FLASHING BEACON (PORTABLE) EA 525.0000 10,500.00 8.000 4,200 015 TEMPORARY PAVEMENT MARKER EA 8.0000 20,080.00 1,321.000 10,568 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,160.0000 20,160.00 0.061 1,229.76 0.818 16,490 017 PORTABLE RADAR TRAILER LS 16,400.0000 16,400.00 0.061 1,000.40 0.818 13,415 018 TEMPORARY RAILING (TYPE K) LF 16.0000 1,312,000.00 54,600.000 873,600 019 TEMPORARY CRASH CUSHION MODULE EA 150.0000 6,300.00 0.000 0 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,640.0000 29,520.00 8.000 13,120 021 JOB SITE MANAGEMENT LS 18,000.0000 18,000.00 0.061 1,098.00 0.818 14,724 022 PREPARE STORM WATER POLLUTION PREVENTION LS 2,400.0000 2,400.00 0.500 1,200 PLAN PROGRAM CAS145 PAGE 2 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 46,500.00 3.000 1,500.00 11.000 5,500 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 94,500.00 7.000 3,150 025 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 026 MOVE-IN/MOVE-OUT EA 1,050.0000 12,600.00 3.000 3,150 (TEMPORARY EROSION CONTROL) 027 TEMPORARY HYDRAULIC MULCH SQYD 0.3700 15,096.00 68,114.000 25,202 028 TEMPORARY CHECK DAM LF 9.0000 6,480.00 139.000 1,251 029 TEMPORARY DRAINAGE INLET PROTECTION EA 106.0000 14,840.00 66.000 6,996 030 TEMPORARY FIBER ROLL LF 2.0000 55,600.00 0.000 0 031 STREET SWEEPING LS 3,600.0000 3,600.00 0.061 219.60 0.818 2,944 032 TEMPORARY CONCRETE WASHOUT LS 6,500.0000 6,500.00 0.061 396.50 0.818 5,317 033 ASBESTOS COMPLIANCE PLAN LS 58,000.0000 58,000.00 0.750 43,500 034 TREATED WOOD WASTE LB 0.1300 25,870.00 70,120.000 9,115 035 REMOVE CONCRETE (CY) CY 155.0000 7,440.00 48.000 7,440 036 TEMPORARY HIGH-VISIBILITY FENCE LF 18.0000 936.00 52.000 936 037 ROADWAY EXCAVATION CY 20.5000 3,464,500.00 135,508.000 2,777,914 038 SHOULDER BACKING TON 38.0000 213,940.00 558.910 21,238.58 2,495.910 94,844 039 STRUCTURE EXCAVATION (BRIDGE) CY 98.0000 5,978.00 54.000 5,292 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 246.0000 9,840.00 35.000 8,610 (F) 041 DITCH EXCAVATION CY 28.0000 1,176.00 41.400 1,159 042 IMPORTED BORROW (CY) CY 32.0000 30,080.00 937.000 29,984 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 1,300.00 650.000 1,300 CLASS A1 044 HYDROMULCH SQFT 0.0700 21,630.00 290,371.000 20,325 045 STRAW SQFT 0.0500 15,450.00 158,341.000 7,917 046 HYDROSEED SQFT 0.3200 98,880.00 315,810.000 101,059 047 FINISHING ROADWAY LS 35,230.0000 35,230.00 0.400 14,092.00 0.700 24,661 048 CLASS 2 AGGREGATE BASE (CY) CY 28.5000 1,536,150.00 383.720 10,936.02 33,145.720 944,653 049 PREPAVING INERTIAL PROFILER LS 3,570.0000 3,570.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PREPAVING GRINDING DAY EA 14,500.0000 29,000.00 0.000 0 051 REPLACE ASPHALT CONCRETE SURFACING CY 977.0000 146,550.00 159.000 155,343 052 HOT MIX ASPHALT (TYPE A) TON 102.0000 4,284,000.00 2,272.670 231,812.34 38,082.350 3,884,399 053 HOT MIX ASPHALT BASE (TYPE A) TON 92.0000 4,977,200.00 39,542.270 3,637,888 054 DATA CORE LS 4,550.0000 4,550.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 1,150.00 930.000 1,162.50 930.000 1,162 056 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 47.50 88.000 110.00 270.000 337 057 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 15,250.00 2,142.000 2,677.50 13,090.000 16,362 058 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 15,500.00 6,582.000 8,227.50 11,256.000 14,070 059 PLACE HOT MIX ASPHALT SQYD 18.0000 212,400.00 2,351.930 42,334.74 8,919.960 160,559 (MISCELLANEOUS AREA) 060 TACK COAT TON 468.0000 51,480.00 20.950 9,804 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 533,700.00 859.000 7,731.00 56,337.000 507,033 062 CONTINUOUSLY REINFORCED CONCRETE CY 255.0000 21,624,000.00 1,294.000 329,970.00 84,722.000 21,604,110 PAVEMENT 063 JOINTED PLAIN CONCRETE PAVEMENT CY 257.2500 576,240.00 255.000 65,598.75 3,254.000 837,091 064 CLEAN AND FILL SHOULDER GROUND-IN CF 9.0000 41,310.00 398.380 3,585 INDENTATIONS WITH POLYESTER CONCRETE 065 JOINT SEAL (SILICONE) LF 2.4700 429,780.00 38,618.000 95,386.46 151,894.000 375,178 066 ISOLATION JOINT SEAL (SILICONE) LF 3.2500 27,787.50 6,632.000 21,554.00 10,907.000 35,447 067 FURNISH STEEL PILING (HP 12 X 84) LF 50.0000 6,500.00 112.000 5,600 068 DRIVE STEEL PILE (HP 12 X 84) EA 42,000.0000 84,000.00 2.000 84,000 069 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,300.0000 286,000.00 219.000 284,700 PILE (SIGN FOUNDATION) 070 STRUCTURAL CONCRETE, BRIDGE CY 3,680.0000 73,600.00 20.000 73,600 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 3,400.0000 71,400.00 25.270 85,918 (F) (POLYMER FIBER) 072 STRUCTURAL CONCRETE, CORBEL CY 8,600.0000 34,400.00 4.000 34,400 (F) 073 STRUCTURAL CONCRETE, HEADWALL CY 1,950.0000 17,550.00 9.000 17,550 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,680.0000 235,200.00 128.530 215,930 (F) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 1,943.0000 27,202.00 6.500 12,629 (F) 076 DRILL AND BOND DOWEL LF 48.0000 3,552.00 69.000 3,312 PROGRAM CAS145 PAGE 4 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND DOWEL LF 586.0000 1,758.00 3.000 1,758 (CHEMICAL ADHESIVE)(LF) 078 FURNISH PRECAST PRESTRESSED CONCRETE EA 72,000.0000 72,000.00 1.000 72,000 WIDE FLANGE GIRDER (100'-110') 079 ERECT PRECAST PRESTRESSED CONCRETE EA 33,500.0000 33,500.00 1.000 33,500 (F) GIRDER 080 JOINT SEAL (MR 1") LF 399.0000 4,389.00 16.000 6,384.00 16.000 6,384 081 BAR REINFORCING STEEL (BRIDGE) LB 4.3000 6,407.00 1,490.000 6,407 (F) 082 BAR REINFORCING STEEL (EPOXY COATED) LB 2.5000 9,730.00 3,892.000 9,730 (F) (BRIDGE) 083 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3600 599,575.20 178,445.000 599,575 (F) 084 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2300 41,042.35 178,445.000 41,042 (F) 085 REMOVE SIGN STRUCTURE (EA) EA 10,500.0000 10,500.00 0.000 0 086 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 9.0000 4,644.00 6,648.800 59,839.20 7,324.000 65,916 087 FURNISH POLYESTER CONCRETE OVERLAY CF 170.0000 7,480.00 291.333 49,526.61 572.333 97,296 088 PLACE POLYESTER CONCRETE OVERLAY SQFT 29.0000 14,964.00 5,580.000 161,820.00 7,268.000 210,772 (F) 089 BRIDGE REMOVAL (PORTION), LOCATION A LS 62,150.0000 62,150.00 1.000 62,150 090 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,336.0000 40,336.00 1.000 40,336 091 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,336.0000 40,336.00 1.000 40,336 092 CLEAN AND PLACE POLYESTER CONCRETE FILL CF 190.0000 11,400.00 24.680 4,689.20 87.580 16,640 093 12" ALTERNATIVE PIPE CULVERT LF 101.0000 2,828.00 32.000 3,232 094 18" ALTERNATIVE PIPE CULVERT LF 96.0000 144,000.00 1,663.800 159,724 095 24" ALTERNATIVE PIPE CULVERT LF 149.0000 436,570.00 3,070.600 457,519 096 30" ALTERNATIVE PIPE CULVERT LF 111.0000 57,720.00 516.000 57,276 097 CONCRETE BACKFILL (PIPE TRENCH) CY 230.0000 2,530.00 1.400 322 (F) 098 12" TEMPORARY CULVERT LF 110.0000 4,180.00 0.000 0 099 12" TEMPORARY REINFORCED CONCRETE PIPE LF 34.0000 8,160.00 72.000 2,448 CULVERT 100 15" TEMPORARY REINFORCED CONCRETE PIPE LF 34.0000 9,180.00 364.000 12,376 CULVERT 101 18" REINFORCED CONCRETE PIPE LF 226.0000 12,204.00 60.000 13,560 102 24" REINFORCED CONCRETE PIPE LF 147.0000 58,800.00 339.000 49,833 103 30" REINFORCED CONCRETE PIPE LF 275.0000 3,300.00 11.500 3,162 PROGRAM CAS145 PAGE 5 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12"POLYMERIC SHEET COATED CORRUGATED LF 205.0000 2,050.00 0.000 0 STEEL PIPE (0.079" THICK) 105 18" POLYMERIC SHEET COATED CORRUGATED LF 104.0000 8,632.00 1.000 104 STEEL PIPE (0.109" THICK) 106 8" PERFORATED STEEL PIPE UNDERDRAIN LF 284.0000 4,544.00 16.000 4,544 (.064" THICK) 107 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 49.0000 24,500.00 497.300 24,367 108 8" NON-PERFORATED PLASTIC PIPE LF 27.0000 7,290.00 4.000 108 (UNDERDRAIN OUTLET) 109 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 12.0000 3,120.00 0.000 0 110 PERMEABLE MATERIAL (BRIDGE) CY 807.0000 3,228.00 4.000 3,228 (F) 111 24" STEEL FLARED END SECTION EA 1,300.0000 2,600.00 2.000 2,600 112 24" CONCRETE FLARED END SECTION EA 4,000.0000 8,000.00 1.000 4,000 113 18" ALTERNATIVE FLARED END SECTION EA 725.0000 725.00 1.000 725 114 24" ALTERNATIVE FLARED END SECTION EA 805.0000 805.00 0.000 0 115 36" PRECAST CONCRETE PIPE INLET LF 374.0000 44,880.00 110.300 41,252 116 ABANDON CULVERT (LF) LF 35.0000 5,250.00 0.000 0 117 REMOVE GRATED LINE DRAIN LF 30.0000 11,400.00 343.700 10,311 118 REMOVE CULVERT (LF) LF 73.0000 390,550.00 5,165.000 377,045 119 REMOVE INLET EA 175.0000 11,025.00 55.000 9,625 120 REMOVE HEADWALL EA 555.0000 555.00 1.000 555 121 REMOVE FLARED END SECTION (EA) EA 240.0000 960.00 3.000 720 122 ADJUST INLET EA 3,300.0000 9,900.00 3.000 9,900 123 MODIFY INLET EA 1,300.0000 1,300.00 1.000 1,300 124 CAP INLET EA 438.0000 2,628.00 0.000 0 125 CLEANING, INSPECTING, AND PREPARING LF 16.8000 86,184.00 0.000 0 CULVERT (LF) 126 SAND BACKFILL CY 54.0000 432.00 0.000 0 127 18" CURED-IN-PLACE PIPELINER LF 288.0000 46,080.00 0.000 0 128 24" CURED-IN-PLACE PIPELINER LF 139.0000 414,220.00 0.000 0 129 30" CURED-IN-PLACE PIPELINER LF 196.0000 133,280.00 0.000 0 130 36" CURED-IN-PLACE PIPELINER LF 200.0000 228,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 HDPE PLASTIC PIPELINER (22" OD SDR 32.5) LF 187.0000 37,400.00 244.000 45,628 132 ROCK SLOPE PROTECTION CY 264.0000 3,960.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 133 MINOR CONCRETE (MISCELLANEOUS CY 742.0000 65,296.00 103.000 76,426 CONSTRUCTION) 134 MINOR CONCRETE (CURB AND GUTTER) CY 698.0000 125,640.00 181.000 126,338 135 MINOR CONCRETE (TEXTURED PAVING) CY 708.0000 339,840.00 393.450 278,562 136 MISCELLANEOUS IRON AND STEEL LB 2.0000 62,320.00 25,166.000 50,332 (F) 137 PREPARE AND STAIN CONCRETE SQFT 4.0000 103,600.00 0.000 0 138 REMOVE PAVEMENT MARKER EA 4.2000 14,112.00 2,667.000 11,201 139 REMOVE DELINEATOR EA 16.0000 1,088.00 68.000 1,088 140 DELINEATOR (CLASS 2) EA 42.0000 15,120.00 148.000 6,216.00 262.000 11,004 141 CONCRETE BARRIER DELINEATOR EA 14.0000 784.00 47.000 658.00 47.000 658 142 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 15,015.00 0.000 0 143 PAVEMENT MARKER EA 11.0000 40,810.00 0.000 0 (RETROREFLECTIVE-RECESSED) 144 MILEPOST MARKER EA 58.0000 1,508.00 0.000 0 145 MARKER (CULVERT) EA 58.0000 5,104.00 31.000 1,798.00 42.000 2,436 146 MARKER (CULVERT) (BARRIER MOUNTED) EA 37.0000 1,073.00 42.000 1,554.00 42.000 1,554 147 OBJECT MARKER (TYPE P) EA 89.0000 1,157.00 0.000 0 148 OBJECT MARKER (TYPE L-1) EA 47.0000 1,316.00 4.000 188.00 12.000 564 149 REMOVE MARKER EA 6.0000 780.00 130.000 780 150 REMOVE ROADSIDE SIGN (WOOD POST) EA 79.0000 6,004.00 0.000 0 151 REMOVE ROADSIDE SIGN (METAL POST) EA 184.0000 2,760.00 0.000 0 152 REMOVE ROADSIDE SIGN EA 53.0000 53.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 153 REMOVE ROADSIDE SIGN PANEL EA 53.0000 265.00 0.000 0 154 REMOVE ROADSIDE SIGN (STEEL POST) EA 367.0000 2,569.00 0.000 0 155 REMOVE SIGN FROM SIGN FRAME EA 945.0000 945.00 0.000 0 156 RESET ROADSIDE SIGN (METAL POST) EA 131.0000 262.00 0.000 0 157 RELOCATE ROADSIDE SIGN (METAL POST) EA 236.0000 236.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.0000 6,160.00 0.000 0 159 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 996.00 0.000 0 (0.080"-FRAMED) 160 METAL (BARRIER MOUNTED SIGN) LB 16.0000 5,920.00 0.000 0 161 ROADSIDE SIGN - ONE POST EA 289.0000 8,959.00 0.000 0 162 ROADSIDE SIGN - TWO POST EA 625.0000 10,000.00 0.000 0 163 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 184.0000 2,024.00 0.000 0 METHOD) 164 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 2,480.00 0.000 0 165 INSTALL ROADSIDE SIGN PANEL ON EA 131.0000 655.00 0.000 0 EXISTING POST 166 INSTALL ROADSIDE SIGN EA 1,045.0000 19,855.00 0.000 0 (LAMINATED WOOD BOX POST) 167 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,205.0000 26,460.00 0.000 0 168 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 1,549.0000 37,176.00 0.000 0 169 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 1,650.00 105.000 1,575 FOR RETROREFLECTIVE SHEETING (TYPE XI) 170 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 43,200.00 1,595.800 43,086 FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 14,490.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 8,400.00 0.000 0 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 7,110.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,220.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 12,000.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 21,850.00 1,700.800 8,504 177 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.0000 171,450.00 6,537.000 176,499.00 10,199.800 275,394 178 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 28.0000 163,240.00 2,143.800 60,026 179 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 37.0000 19,980.00 350.000 12,950 (STEEL POST) 180 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 35.0000 7,700.00 0.000 0 181 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 100.0000 5,000.00 0.000 0 182 TRANSITION RAILING (TYPE WB-31) EA 3,425.0000 41,100.00 3.000 10,275.00 10.000 34,250 PROGRAM CAS145 PAGE 8 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 RAIL TENSIONING ASSEMBLY EA 790.0000 6,320.00 7.000 5,530 184 END CAP (TYPE A) EA 262.0000 524.00 0.000 0 185 END CAP (TYPE TC) EA 262.0000 262.00 0.000 0 186 END ANCHOR ASSEMBLY (TYPE SFT) EA 790.0000 13,430.00 3.000 2,370.00 15.000 11,850 187 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 15,000.00 1.000 3,000.00 5.000 15,000 188 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 27,600.00 5.000 11,500.00 11.000 25,300 189 MEDIAN TERMINAL EA 10,500.0000 84,000.00 7.000 73,500 190 ALTERNATIVE CRASH CUSHION SYSTEM EA 29,000.0000 29,000.00 1.000 29,000.00 1.000 29,000 191 CONCRETE BARRIER (TYPE 60PR) LF 368.0000 13,248.00 0.000 0 192 CONCRETE BARRIER (TYPE 60C) LF 116.0000 366,560.00 2,019.000 234,204.00 2,019.000 234,204 193 CONCRETE BARRIER (TYPE 742) LF 196.0000 20,188.00 103.000 20,188 (F) 194 CONCRETE BARRIER (TYPE 742A) LF 209.0000 5,852.00 28.000 5,852 (F) 195 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 218.0000 152,818.00 701.000 152,818 (F) 196 CONCRETE BARRIER (TYPE 742A MODIFIED) LF 285.0000 39,900.00 140.000 39,900 (F) 197 REMOVE GUARDRAIL LF 4.0000 54,400.00 11,464.000 45,856 198 SALVAGE METAL BRIDGE RAILING LF 12.0000 10,056.00 838.000 10,056 199 RELOCATE CONCRETE BARRIER (TYPE K) LF 9.0000 3,240.00 360.000 3,240 200 REMOVE CONCRETE BARRIER LF 32.0000 136,960.00 583.000 18,656.00 3,291.000 105,312 201 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 9,720.00 0.000 0 202 9" PERMANENT TAPE TRAFFIC STRIPE LF 4.1500 266,845.00 0.000 0 (BROKEN 36-12) (RECESSED) 203 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 204 9" PERMANENT TAPE TRAFFIC STRIPE LF 5.0000 4,400.00 0.000 0 (BROKEN 17-7) (RECESSED) 205 9" PERMANENT TAPE TRAFFIC STRIPE LF 9.0000 834,300.00 0.000 0 (RECESSED) 206 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 207 11" PERMANENT TAPE TRAFFIC STRIPE LF 13.0000 75,660.00 0.000 0 (RECESSED) 208 15" PERMANENT TAPE TRAFFIC STRIPE LF 18.0000 212,400.00 0.000 0 (RECESSED) 209 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 65,600.00 121,078.500 49,642 PROGRAM CAS145 PAGE 9 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 910.00 126.000 882 211 12" RUMBLE STRIP STA 42.0000 17,220.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 212 12" RUMBLE STRIP STA 93.0000 78,120.00 0.000 0 (CONCRETE PAVEMENT) 213 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,300.0000 5,300.00 0.400 2,120.00 0.500 2,650 SYSTEM ELEMENTS DURING CONSTRUCTION 214 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 215 TRAFFIC MONITORING STATION SYSTEM LS 89,250.0000 89,250.00 0.088 7,854.00 0.742 66,223 216 MODIFYING EXISTING ELECTRICAL SYSTEM LS 656,250.0000 656,250.00 0.268 175,875.00 0.972 637,875 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 218 THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 82,460.00 0.000 0 (SPRAYABLE) PROGRAM CAS145 PAGE 10 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G5504 TIME 08:12 AM ESTIMATE NO. 017 BID OPENING 02/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,925,744.06 43,975,416.53 ADJUSTMENT OF COMPENSATION 240,478.20 1,053,793.72 EXTRA WORK 106,945.92 1,678,763.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,273,168.18 46,707,973.52 219 MOBILIZATION LS 5,382,000.0000 5,382,000.00 1.000 5,382,000 ORIGINAL CONTRACT AMOUNT 56,942,336.55 TOTAL WORK COMPLETED 2,273,168.18 52,089,973.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 23,000.00 -356,737.50 TOTAL 2,296,168.18 51,733,236.02 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 03/29/18 400 05/23/18 05/23/18 01/06/20 230 121 -120 0 87% 82% PROGRESS IS SATISFACTORY MALLORY, NICOLE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/19