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 09/24/18 EST. NO. 018 TIME 10:01 AM R.E. NAME: HAROLDSEN, BRENT 06-471504 --------------------------------------------------------------------------- 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 0027 687.56 E.W. @ F.A.(+) 111317 Y 0084.0 0028 687.56 111417 Y 0085.0 0029 687.56 111517 Y 0086.0 0032 429.73 020618 Y 0089.0 0043 1,540.00 112917 N 0096.0 0044 797.89 032818 N 0122.0 003 0024 217.49 E.W. @ F.A.(+) 072518 N 0127.0 0025 1,128.01 072718 N 0128.0 004 0003 1,904.57 E.W. @ F.A.(+) 073018 N 0098.0 0004 1,795.01 073118 N 0099.0 008 0032 174.97 E.W. @ F.A.(+) 042018 N 0102.0 0033 1,716.00 052918 N 0103.0 0034 1,512.12 080218 N 0123.0 0035 1,314.43 080318 N 0124.0 011 0002 10,034.46 E.W. @ L.S.(+) 091918 N 325418 018 0004 7,833.79 E.W. @ L.S.(+) 091918 N 500743 031 0004 1,685.60 E.W. @ F.A.(+) 041818 N 0107.0 035 0001 19,250.00 E.W. @ L.S.(+) 082118 N 0035 0 53,396.75 TOTAL THIS ESTIMATE 848,314.16 TOTAL PREVIOUS ESTIMATE 901,710.91 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 09/24/18 EST. NO. 018 TIME 10:01 AM R.E. NAME: HAROLDSEN, BRENT 06-471504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AB ALLOWED IN PLACE -3,000.00 007 HMA VISUAL INSPECT -6,977.46 007 HMA OUT OF SPEC -2,251.82 008 CL2AB OUT OF SPEC -458.00 011 CLASS 2AB NON-COMP -4,000.00 014 0.00 -16,687.28 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 003 MISSING PAYROLLS -5,000.00 006 REC'D PAYROLL EST.03 5,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLL -10,000.00 011 REC'D PAYROLL EST.06 5,000.00 012 REC'D PAYROLL EST.08 10,000.00 013 MISSING PAYROLL -10,000.00 016 MISSING PAYROLL -10,000.00 017 MISS PAYROLLS -10,000.00 018 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -10,000.00 -56,687.28 PROGRAM CAS145 PAGE 1 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 LOCATION PROGRESS ESTIMATE 06-TUL-99-39.6/41.3 ----------------- GRANITE CONSTRUCTION ON ROUTE 99 IN TULARE COUNTY IN COMPANY GOSHEN FROM NORTH OF MILL CREEK 2716 S. GRANITE COURT DITCH TO NORTH OF NORTH GOSHEN FRESNO CA 93706 OVERHEAD (BRIDGE NO. 46-55 R/L) FED. AID NO. N O N E RECONSTRUCT INTERCHANGE BETTY DRIVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.056 448.00 0.828 6,624 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 1,950,000.00 22.000 110,000.00 323.000 1,615,000 004 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.072 4,320.00 0.831 49,860 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.056 8,400.00 0.828 124,200 006 TYPE III BARRICADE EA 45.0000 3,330.00 54.000 2,430 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 52,920.00 19,012.740 34,222 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 15,400.00 26.000 910.00 135.000 4,725 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.056 840.00 0.828 12,420 010 TEMPORARY RAILING (TYPE K) LF 12.0000 243,600.00 2,260.000 27,120.00 14,980.000 179,760 011 TEMPORARY CRASH CUSHION MODULE EA 125.0000 32,500.00 28.000 3,500.00 140.000 17,500 012 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.056 560.00 0.828 8,280 013 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 015 MOVE-IN/MOVE-OUT EA 600.0000 7,200.00 1.000 600 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.5300 91,160.00 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY CHECK DAM LF 3.5000 15,960.00 106.000 371 018 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 21,000.00 62.000 9,300 019 TEMPORARY FIBER ROLL LF 2.3000 64,860.00 225.000 517 020 TEMPORARY SILT FENCE LF 1.8500 55,870.00 2,950.000 5,457 021 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 3.000 10,500 022 STREET SWEEPING LS 50,000.0000 50,000.00 0.056 2,800.00 0.828 41,400 PROGRAM CAS145 PAGE 2 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.056 840.00 0.828 12,420 024 ASBESTOS COMPLIANCE PLAN LS 1,300.0000 1,300.00 0.000 0 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6500 11,310.00 8,666.000 5,632 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.4000 10,760.00 0.000 0 027 ABANDON CULVERT (LF) LF 26.0000 22,880.00 134.100 3,486.60 839.100 21,816 028 ABANDON REINFORCED CONCRETE BOX EA 18,000.0000 18,000.00 1.000 18,000 029 ABANDON INLET EA 1,500.0000 3,000.00 2.000 3,000 030 DESTROY WELL EA 3,000.0000 3,000.00 1.000 3,000 031 REMOVE FENCE LF 2.5000 19,000.00 6,968.000 17,420 032 REMOVE GUARDRAIL LF 9.0000 32,310.00 3,350.000 30,150 033 REMOVE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0 034 REMOVE IRRIGATION FACILITY LS 1,500.0000 1,500.00 1.000 1,500 035 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 1,290.00 42.000 126 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 4,315.50 9,693.000 4,361 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 900.00 300.000 900 038 REMOVE PAVEMENT MARKER EA 1.0000 9,550.00 2,735.000 2,735.00 4,107.000 4,107 039 REMOVE ROADSIDE SIGN EA 85.0000 7,055.00 75.000 6,375.00 75.000 6,375 040 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 15,000.00 2.000 10,000 041 REMOVE OVERSIDE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 042 REMOVE CULVERT (LF) LF 12.0000 25,800.00 1,465.100 17,581 043 REMOVE DOWNDRAIN (EA) EA 1,500.0000 7,500.00 5.000 7,500 044 REMOVE INLET EA 1,500.0000 28,500.00 17.000 25,500 045 REMOVE HEADWALL EA 1,500.0000 12,000.00 2.000 3,000.00 5.000 7,500 046 REMOVE MANHOLE EA 1,500.0000 1,500.00 2.000 3,000 047 REMOVE BASE AND SURFACING CY 35.0000 51,800.00 900.000 31,500.00 1,480.000 51,800 048 RESET MAILBOX EA 360.0000 1,440.00 6.000 2,160 049 RELOCATE ROADSIDE SIGN EA 115.0000 575.00 2.000 230 PROGRAM CAS145 PAGE 3 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 14,000.00 11.000 11,000.00 15.000 15,000 051 ADJUST VALVE BOX FRAME AND COVER TO EA 750.0000 28,500.00 0.000 0 GRADE 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 10,500.00 44.440 1,555.40 299.550 10,484 053 REMOVE CONCRETE (CY) CY 130.0000 1,430.00 5.500 715 054 REMOVE CONCRETE CURB (LF) LF 15.0000 11,250.00 108.000 1,620.00 457.000 6,855 055 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 10,500.00 440.900 11,022 056 REMOVE CONCRETE BARRIER LF 25.0000 18,000.00 590.000 14,750 057 SAND BACKFILL CY 90.0000 8,190.00 70.000 6,300 058 BRIDGE REMOVAL LS 125,000.0000 125,000.00 1.000 125,000 059 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000 060 PUMP PLANT REMOVAL (PORTION) LS 18,000.0000 18,000.00 1.000 18,000 061 SALVAGE PUMP PLANT EQUIPMENT LS 3,500.0000 3,500.00 1.000 3,500 062 CLEARING AND GRUBBING (LS) LS 120,000.0000 120,000.00 0.058 6,960.00 1.000 120,000 063 ROADWAY EXCAVATION CY 12.0000 1,908,000.00 7,670.330 92,043.96 159,000.000 1,908,000 064 STRUCTURE EXCAVATION (BRIDGE) CY 70.0000 125,090.00 1,787.000 125,090 (F) 065 STRUCTURE EXCAVATION (PUMPING PLANT) CY 45.0000 109,035.00 2,423.000 109,035 (F) 066 STRUCTURE BACKFILL (PUMPING PLANT) CY 100.0000 129,700.00 1,297.000 129,700 (F) 067 STRUCTURE BACKFILL (BRIDGE) CY 105.0000 210,000.00 2,000.000 210,000 (F) 068 PERVIOUS BACKFILL MATERIAL CY 40.0000 5,800.00 145.000 5,800 069 12" CORRUGATED STEEL PIPE CONDUIT LF 40.0000 16,800.00 405.000 16,200 (.064" THICK) 070 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 148,000.00 52,782.000 5,278.20 930,205.000 93,020 (SQFT) 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 54,400.00 83,161.900 33,264 072 HYDROMULCH SQFT 0.0300 4,080.00 71,011.900 2,130.36 108,381.900 3,251 073 FIBER ROLLS LF 2.2000 64,240.00 17,385.000 38,247 074 HYDROSEED SQFT 0.1000 13,600.00 71,011.900 7,101.19 108,381.900 10,838 075 COMPOST SQFT 0.1200 194,400.00 983,125.300 117,975 076 INCORPORATE MATERIALS SQFT 0.0200 29,600.00 450,000.000 9,000 PROGRAM CAS145 PAGE 4 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE SUBBASE CY 39.0000 146,250.00 0.000 0 078 CLASS 2 AGGREGATE BASE (CY) CY 43.0000 2,012,400.00 50,612.420 2,176,334 079 HOT MIX ASPHALT (TYPE A) TON 74.0000 3,973,800.00 1,163.060 86,066.44 62,113.720 4,596,415 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.0000 368,750.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 137.50 110.000 137 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 362.50 284.000 355 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 10,412.50 878.000 1,097.50 7,966.000 9,957 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 1,300.00 1,010.000 1,262 085 PLACE HOT MIX ASPHALT SQYD 35.0000 59,150.00 1,342.780 46,997 (MISCELLANEOUS AREA) 086 TACK COAT TON 1.0000 60.00 28.650 28 087 CONTINUOUSLY REINFORCED CONCRETE CY 300.0000 1,755,000.00 0.000 0 PAVEMENT 088 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 146,600.00 733.600 146,720 089 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 900.0000 237,600.00 264.000 237,600 090 FURNISH PILING (CLASS 140) LF 40.0000 207,400.00 5,169.890 206,795 (ALTERNATIVE W) 091 DRIVE PILE (CLASS 140) EA 1,600.0000 211,200.00 132.000 211,200 (ALTERNATIVE W) 092 FURNISH PILING (CLASS 200) LF 52.0000 160,680.00 3,027.200 157,414 (ALTERNATIVE W) 093 DRIVE PILE (CLASS 200) EA 1,700.0000 113,900.00 67.000 113,900 (ALTERNATIVE W) 094 16" CAST-IN-DRILLED-HOLE CONCRETE LF 70.0000 380,800.00 0.000 0 PILING (BARRIER) 095 30" CAST-IN-DRILLED-HOLE CONCRETE LF 700.0000 22,400.00 32.000 22,400 PILE (SIGN FOUNDATION) 096 60" CAST-IN-DRILLED-HOLE CONCRETE LF 700.0000 67,200.00 96.000 67,200 PILE (SIGN FOUNDATION) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 105,000.0000 105,000.00 1.000 105,000 098 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 272,000.00 544.000 272,000 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 850.0000 1,776,500.00 2,090.000 1,776,500 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 442,000.00 680.000 442,000 (F) (POLYMER FIBER) 101 STRUCTURE CONCRETE (PUMPING PLANT) CY 750.0000 418,500.00 48.400 36,300.00 606.400 454,800 (F) 102 AGGREGATE BASE (APPROACH SLAB) CY 175.0000 2,800.00 0.000 0 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 109,200.00 156.000 109,200 (F) (TYPE R) PROGRAM CAS145 PAGE 5 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 537,300.00 -0.880 -2,376.00 199.000 537,300 (F) 105 WESTERN BASALT TEXTURE SQFT 9.0000 50,553.00 5,617.000 50,553 (F) 106 DRILL AND BOND DOWEL LF 20.0000 6,220.00 114.500 2,290 107 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 30.0000 300.00 3.000 90 108 JOINT SEAL (MR 1/2") LF 75.0000 13,950.00 213.000 15,975 109 JOINT SEAL (MR 2") LF 105.0000 24,150.00 230.000 24,150 (F) 110 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 659,822.00 659,822.000 659,822 (F) 111 BAR REINFORCING STEEL (PUMPING PLANT) LB 1.2000 194,356.80 4,950.000 5,940.00 166,914.000 200,296 (F) 112 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4000 171,906.00 122,790.000 171,906 (F) 113 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2500 30,697.50 122,790.000 30,697 (F) 114 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 18,768.00 4,692.000 18,768 (F) 115 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 2,346.00 4,692.000 2,346 (F) 116 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 235,680.00 0.000 0 (F) 117 INSTALL SIGN STRUCTURE (TRUSS) LB 0.0500 3,928.00 0.000 0 (F) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,850.00 76.200 838.20 80.540 885 (0.063"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,955.00 0.000 0 (0.080"-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 616.00 0.000 0 (0.063"-FRAMED) 121 ROADSIDE SIGN - ONE POST EA 235.0000 25,850.00 33.000 7,755.00 80.000 18,800 122 ROADSIDE SIGN - TWO POST EA 285.0000 2,565.00 0.000 0 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 185.0000 5,180.00 0.000 0 METHOD) 124 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 31,850.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,980.00 42.520 382.68 135.620 1,220 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 5,700.00 153.500 1,458.25 452.500 4,298 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,560.00 15.000 180.00 39.000 468 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,750.00 63.000 787.50 100.500 1,256 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 6 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 9,900.00 153.170 765.85 638.770 3,193 130 SOUND WALL (MASONRY BLOCK) SQFT 22.0000 213,752.00 0.000 0 (F) 131 CLEAN AND PAINT STRUCTURAL STEEL LS 137,000.0000 137,000.00 1.000 137,000 132 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 200.0000 17,000.00 85.000 17,000 133 CONCRETE BACKFILL (PIPE TRENCH) CY 175.0000 3,500.00 0.000 0 (F) 134 15" PLASTIC PIPE LF 60.0000 25,200.00 425.800 25,548 135 12" REINFORCED CONCRETE PIPE LF 45.0000 31,950.00 297.300 13,378 136 15" REINFORCED CONCRETE PIPE LF 65.0000 51,350.00 718.900 46,728 137 24" REINFORCED CONCRETE PIPE LF 75.0000 885,000.00 11,365.400 852,405 138 36" REINFORCED CONCRETE PIPE LF 150.0000 463,500.00 3,028.000 454,200 139 48" REINFORCED CONCRETE PIPE LF 270.0000 91,800.00 331.900 89,613 140 24" CORRUGATED STEEL PIPE (.138" THICK) LF 75.0000 18,750.00 167.000 12,525 141 8" PERFORATED STEEL PIPE UNDERDRAIN LF 30.0000 3,210.00 107.000 3,210 (.064" THICK) 142 PERMEABLE MATERIAL (BRIDGE) CY 50.0000 6,700.00 0.000 0 143 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 55.0000 12,100.00 183.000 10,065 (.064" THICK) 144 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 16,500.00 315.000 15,750 (.079" THICK) 145 12" ENTRANCE TAPER EA 1,200.0000 6,000.00 5.000 6,000 146 12" ANCHOR ASSEMBLY EA 1,000.0000 5,000.00 0.000 0 147 DRAINAGE INLET MARKER EA 175.0000 5,075.00 0.000 0 148 24" WELDED STEEL PIPE CASING (BRIDGE) LF 400.0000 122,800.00 307.000 122,800 149 12" STEEL FLARED END SECTION EA 1,000.0000 5,000.00 5.000 5,000 150 24" STEEL FLARED END SECTION EA 1,500.0000 6,000.00 3.000 4,500 151 24" CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0 152 36" CONCRETE FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000 153 48" PRECAST CONCRETE PIPE MANHOLE LF 850.0000 61,200.00 80.300 68,255 154 60" PRECAST CONCRETE PIPE MANHOLE LF 900.0000 108,000.00 109.700 98,730 155 72" PRECAST CONCRETE PIPE MANHOLE LF 1,000.0000 71,000.00 70.400 70,400 PROGRAM CAS145 PAGE 7 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 84" PRECAST CONCRETE PIPE MANHOLE LF 1,200.0000 42,000.00 34.820 41,784 157 SLOPE PAVING (CONCRETE) CY 700.0000 35,000.00 50.000 35,000 158 ROCK SLOPE PROTECTION CY 250.0000 17,500.00 76.840 19,210 (20 LB, CLASS I, METHOD B) (CY) 159 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 660.00 191.280 573 160 DETECTABLE WARNING SURFACE SQFT 35.0000 11,550.00 98.000 3,430.00 320.000 11,200 161 MINOR CONCRETE (MISCELLANEOUS CY 490.0000 725,200.00 1,476.340 723,406 CONSTRUCTION) 162 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.0000 256,950.00 25,947.940 233,531 163 DRAINAGE PUMPING EQUIPMENT LS 275,000.0000 275,000.00 0.250 68,750.00 1.000 275,000 164 PUMPING PLANT ELECTRICAL EQUIPMENT LS 183,000.0000 183,000.00 0.770 140,910 165 MISCELLANEOUS IRON AND STEEL LB 1.5000 50,926.50 30,000.000 45,000 (F) 166 MANHOLE FRAME AND COVER EA 750.0000 26,250.00 2.000 1,500.00 35.000 26,250 167 MISCELLANEOUS METAL LB 15.0000 47,250.00 3,150.000 47,250 (F) (RESTRAINER - CABLE TYPE) 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 169 MISCELLANEOUS METAL (JOINT ARMOR) LB 6.0000 4,380.00 730.000 4,380 (F) 170 PUMPING PLANT METAL WORK LB 13.0000 134,160.00 360.000 4,680.00 10,320.000 134,160 (F) 171 RELOCATE BUS STOP SHELTER LS 9,000.0000 9,000.00 1.000 9,000 172 LIGHTING SYSTEM (COUNTY) LS 132,000.0000 132,000.00 0.030 3,960.00 0.980 129,360 173 MODIFY LIGHTING SYSTEM (COUNTY) LS 80,000.0000 80,000.00 0.030 2,400.00 0.980 78,400 174 SIGNAL AND LIGHTING SYSTEM (COUNTY) LS 368,000.0000 368,000.00 0.050 18,400.00 0.950 349,600 175 FENCE (TYPE BW, METAL POST) LF 8.0000 8,480.00 534.000 4,272 176 TEMPORARY FENCE (TYPE CL-6) LF 16.5000 15,840.00 724.000 11,946 177 CHAIN LINK FENCE (TYPE CL-6) LF 13.0000 114,530.00 1,600.000 20,800.00 5,320.000 69,160 178 10' CHAIN LINK GATE (TYPE CL-6) EA 2,250.0000 22,500.00 4.000 9,000 179 16' CHAIN LINK GATE (TYPE CL-6) EA 2,750.0000 5,500.00 2.000 5,500 180 18' CHAIN LINK GATE (TYPE CL-6) EA 3,075.0000 6,150.00 2.000 6,150 181 DELINEATOR (CLASS 1) EA 60.0000 13,200.00 49.000 2,940 182 OBJECT MARKER (TYPE K-1) EA 110.0000 770.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 47.0000 59,690.00 66.000 3,102.00 1,353.500 63,614 184 CHAIN LINK RAILING (TYPE 7) LF 90.0000 53,910.00 599.000 53,910 (F) 185 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 100.0000 32,100.00 161.000 16,100.00 321.000 32,100 (F) 186 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 250.0000 149,750.00 599.000 149,750 (F) 187 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 50.0000 1,250.00 -25.000 -1,250.00 0.000 0 (WOOD POST) 188 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 12,000.00 2.000 8,000 189 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 7.000 5,600 190 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 3.000 9,000 191 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 10,400.00 3.000 7,800 192 ALTERNATIVE CRASH CUSHION SYSTEM EA 42,000.0000 42,000.00 1.000 42,000 193 CONCRETE BARRIER (TYPE 60F) LF 300.0000 75,000.00 250.000 75,000 194 CONCRETE BARRIER (TYPE 60C) LF 170.0000 32,300.00 182.000 30,940 195 CONCRETE BARRIER (TYPE 736) LF 170.0000 54,570.00 321.000 54,570 (F) 196 CONCRETE BARRIER (TYPE 736SV) LF 280.0000 294,000.00 0.000 0 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 25,118.00 33,391.000 12,688.58 58,289.000 22,149 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,990.00 16,314.000 7,341.30 19,582.000 8,811 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,800.00 2,272.000 1,476.80 7,689.000 4,997 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 923.00 0.000 0 (BROKEN 12-3) 201 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 20,880.00 2,568.000 7,704.00 5,499.000 16,497 202 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 240.00 0.000 0 (BROKEN 6-1) 203 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 9,925.00 24,933.000 6,233.25 28,037.000 7,009 (BROKEN 36-12) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 2,112.50 3,355.000 838 (BROKEN 17-7) 205 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.8000 1,204.00 177.000 495 206 12" RUMBLE STRIP STA 55.0000 3,245.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 207 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8000 7,200.00 937.000 1,686 208 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 16,296.00 1,194.000 2,865.60 4,269.000 10,245 209 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.718 718 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 ELECTRIC SERVICE FOR PUMPING PLANT LS 28,000.0000 28,000.00 1.000 28,000 211 LIGHTING SYSTEM LS 6,000.0000 6,000.00 0.030 180.00 0.980 5,880 212 SIGN ILLUMINATION SYSTEM LS 30,000.0000 30,000.00 0.120 3,600.00 0.668 20,040 213 SIGNAL AND LIGHTING SYSTEM LS 265,300.0000 265,300.00 0.049 12,999.70 0.950 252,035 214 TRAFFIC MONITORING STATION SYSTEM LS 46,000.0000 46,000.00 0.173 7,958.00 0.500 23,000 215 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.250 2,500.00 0.500 5,000 216 MODIFYING EXISTING ELECTRICAL SYSTEM LS 267,500.0000 267,500.00 0.080 21,400.00 0.980 262,150 217 REMOVING EXISTING ELECTRICAL SYSTEM LS 3,000.0000 3,000.00 1.000 3,000 218 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 219 STRUCTURE EXCAVATION (CRASH WALL) CY 75.0000 14,325.00 191.000 14,325 (F) 220 IMPORTED BORROW (CY) CY 1.0000 34,400.00 0.000 0 221 ISOLATION JOINT SEAL (PREFORMED LF 14.0000 85,680.00 0.000 0 COMPRESSION) 222 STRUCTURE CONCRETE (CRASH WALL) CY 520.0000 149,760.00 288.000 149,760 (F) 223 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 38,635.00 38,635.000 38,635 (F) 224 MISCELLANEOUS METAL (BRIDGE) LB 10.5000 3,465.00 330.000 3,465 (F) 225 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 226 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 18,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 10:01 AM ESTIMATE NO. 018 BID OPENING 01/19/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 702,538.36 24,340,574.41 ADJUSTMENT OF COMPENSATION 0.00 476,441.95 EXTRA WORK 53,396.75 425,268.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 755,935.11 25,242,285.32 227 MOBILIZATION LS 3,116,000.0000 3,116,000.00 1.000 3,116,000 ORIGINAL CONTRACT AMOUNT 31,665,588.30 TOTAL WORK COMPLETED 755,935.11 28,358,285.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -56,687.28 TOTAL 745,935.11 28,301,598.04 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 03/15/17 390 05/10/17 05/10/17 12/31/18 323 19 0 0 92% 83% PROGRESS IS SATISFACTORY HAROLDSEN, BRENT RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/18