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 12/21/17 EST. NO. 008 TIME 11:07 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 0004-1 -275.83 E.W. @ F.A.(+) 073117 Y 0033.0 DAO CORRECTING ENTRY 0004-2 325.98 073117 Y 0033.0 DAO CORRECTING ENTRY 0010 748.47 110217 N 0043.0 007 0001 15,574.32 A.C. @ U.P.(+) 122017 N 001 0 008 0001-1 -1,459.93 E.W. @ F.A.(+) 072517 Y 0011.0 DAO CORRECTING ENTRY 0001-2 1,412.41 072517 Y 0011.0 DAO CORRECTING ENTRY 0002-1 -1,075.22 072717 Y 0012.0 DAO CORRECTING ENTRY 0002-2 1,026.29 072717 Y 0012.0 DAO CORRECTING ENTRY 0003-1 -2,476.51 072817 Y 0013.0 DAO CORRECTING ENTRY 0003-2 2,328.50 072817 Y 0013.0 DAO CORRECTING ENTRY 0004-1 -5,729.59 073117 Y 0014.0 DAO CORRECTING ENTRY 0004-2 5,974.43 073117 Y 0014.0 DAO CORRECTING ENTRY 0005-1 -626.02 080117 Y 0015.0 DAO CORRECTING ENTRY 0005-2 692.30 080117 Y 0015.0 DAO CORRECTING ENTRY 0007-1 -1,081.58 082417 Y 0029.0 DAO CORRECTING ENTRY 0007-2 1,133.64 082417 Y 0029.0 DAO CORRECTING ENTRY 0008-1 -2,325.51 082517 Y 0030.0 DAO CORRECTING ENTRY 0008-2 2,489.68 082517 Y 0030.0 DAO CORRECTING ENTRY 0009 286.56 091517 Y 0031.0 0009-1 -286.56 091517 Y 0031.0 DAO CORRECTING ENTRY 0009-2 321.38 091517 Y 0031.0 DAO CORRECTING ENTRY 0010 1,989.45 101217 Y 0032.0 0010-1 -1,989.45 101217 Y 0032.0 DAO CORRECTING ENTRY 0010-2 2,098.12 101217 Y 0032.0 DAO CORRECTING ENTRY 0011-1 -281.70 101217 Y 0032.1 DAO CORRECTING ENTRY 0011-2 281.70 101217 Y 0032.1 DAO CORRECTING ENTRY 0012 1,104.94 102417 Y 0038.0 0012-1 -1,104.94 102417 Y 0038.0 DAO CORRECTING ENTRY 0012-2 1,133.28 102417 Y 0038.0 DAO CORRECTING ENTRY 0013 240.48 102317 Y 0039.0 0013-1 -240.48 102317 Y 0039.0 DAO CORRECTING ENTRY 0013-2 248.92 102317 Y 0039.0 DAO CORRECTING ENTRY 017 0001-1 -1,017.39 E.W. @ F.A.(+) 082117 Y 0017.0 DAO CORRECTING ENTRY 0001-2 1,097.27 082117 Y 0017.0 DAO CORRECTING ENTRY 0002-1 -3,028.99 082217 Y 0018.0 DAO CORRECTING ENTRY 0002-2 3,388.04 082217 Y 0018.0 DAO CORRECTING ENTRY 0003-1 -603.67 082317 Y 0019.0 DAO CORRECTING ENTRY 0003-2 648.06 082317 Y 0019.0 DAO CORRECTING ENTRY 0004-1 -480.86 082417 Y 0020.0 DAO CORRECTING ENTRY 0004-2 518.76 082417 Y 0020.0 DAO CORRECTING ENTRY 018 0001 267,455.41 A.C. @ L.S.(+) 121917 N 001 0 0002 119,745.14 E.W. @ L.S.(+) 121917 N 002 0 408,179.30 TOTAL THIS ESTIMATE 75,030.26 TOTAL PREVIOUS ESTIMATE 483,209.56 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 12/21/17 EST. NO. 008 TIME 11:07 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 -2,251.82 -12,229.28 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 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -12,251.82 -27,229.28 PROGRAM CAS145 PAGE 1 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 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 0.500 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.051 408.00 0.372 2,976 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 1,950,000.00 20.000 100,000.00 145.000 725,000 004 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.021 1,260.00 0.337 20,220 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.051 7,650.00 0.372 55,800 006 TYPE III BARRICADE EA 45.0000 3,330.00 28.000 1,260.00 51.000 2,295 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 52,920.00 1,020.000 1,836.00 9,068.740 16,323 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 15,400.00 68.000 2,380 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.051 765.00 0.372 5,580 010 TEMPORARY RAILING (TYPE K) LF 12.0000 243,600.00 1,340.000 16,080.00 7,300.000 87,600 011 TEMPORARY CRASH CUSHION MODULE EA 125.0000 32,500.00 84.000 10,500 012 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.051 510.00 0.372 3,720 013 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 0.000 0 015 MOVE-IN/MOVE-OUT EA 600.0000 7,200.00 0.000 0 (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 10.000 1,500.00 34.000 5,100 019 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 2.000 7,000 022 STREET SWEEPING LS 50,000.0000 50,000.00 0.051 2,550.00 0.372 18,600 PROGRAM CAS145 PAGE 2 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.051 765.00 0.372 5,580 024 ASBESTOS COMPLIANCE PLAN LS 1,300.0000 1,300.00 0.000 0 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6500 11,310.00 8,336.000 5,418 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.4000 10,760.00 0.000 0 027 ABANDON CULVERT (LF) LF 26.0000 22,880.00 705.000 18,330 028 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 6,784.000 16,960 032 REMOVE GUARDRAIL LF 9.0000 32,310.00 612.500 5,512.50 3,075.000 27,675 033 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 0.000 0 035 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 1,290.00 0.000 0 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 4,315.50 900.000 405.00 8,802.000 3,960 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 900.00 300.000 900 038 REMOVE PAVEMENT MARKER EA 1.0000 9,550.00 241.000 241.00 749.000 749 039 REMOVE ROADSIDE SIGN EA 85.0000 7,055.00 0.000 0 040 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 15,000.00 0.000 0 041 REMOVE OVERSIDE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 042 REMOVE CULVERT (LF) LF 12.0000 25,800.00 1,165.000 13,980 043 REMOVE DOWNDRAIN (EA) EA 1,500.0000 7,500.00 5.000 7,500 044 REMOVE INLET EA 1,500.0000 28,500.00 8.000 12,000 045 REMOVE HEADWALL EA 1,500.0000 12,000.00 1.000 1,500.00 3.000 4,500 046 REMOVE MANHOLE EA 1,500.0000 1,500.00 2.000 3,000 047 REMOVE BASE AND SURFACING CY 35.0000 51,800.00 486.000 17,010 048 RESET MAILBOX EA 360.0000 1,440.00 0.000 0 049 RELOCATE ROADSIDE SIGN EA 115.0000 575.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 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 0.000 0 053 REMOVE CONCRETE (CY) CY 130.0000 1,430.00 5.500 715 054 REMOVE CONCRETE CURB (LF) LF 15.0000 11,250.00 297.000 4,455 055 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 10,500.00 386.000 9,650 056 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 0.000 0 059 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 0.000 0 060 PUMP PLANT REMOVAL (PORTION) LS 18,000.0000 18,000.00 0.000 0 061 SALVAGE PUMP PLANT EQUIPMENT LS 3,500.0000 3,500.00 0.000 0 062 CLEARING AND GRUBBING (LS) LS 120,000.0000 120,000.00 0.750 90,000 063 ROADWAY EXCAVATION CY 12.0000 1,908,000.00 2,668.880 32,026.56 98,114.380 1,177,372 064 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 0.000 0 (F) 066 STRUCTURE BACKFILL (PUMPING PLANT) CY 100.0000 129,700.00 0.000 0 (F) 067 STRUCTURE BACKFILL (BRIDGE) CY 105.0000 210,000.00 920.000 96,600.00 1,433.000 150,465 (F) 068 PERVIOUS BACKFILL MATERIAL CY 40.0000 5,800.00 37.000 1,480 069 12" CORRUGATED STEEL PIPE CONDUIT LF 40.0000 16,800.00 40.000 1,600.00 232.000 9,280 (.064" THICK) 070 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 148,000.00 0.000 0 (SQFT) 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 54,400.00 37,370.000 14,948.00 37,370.000 14,948 072 HYDROMULCH SQFT 0.0300 4,080.00 37,370.000 1,121.10 37,370.000 1,121 073 FIBER ROLLS LF 2.2000 64,240.00 7,500.000 16,500.00 7,500.000 16,500 074 HYDROSEED SQFT 0.1000 13,600.00 37,370.000 3,737.00 37,370.000 3,737 075 COMPOST SQFT 0.1200 194,400.00 467,834.400 56,140.13 467,834.400 56,140 076 INCORPORATE MATERIALS SQFT 0.0200 29,600.00 450,000.000 9,000.00 450,000.000 9,000 PROGRAM CAS145 PAGE 4 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,334.330 186,376.19 36,023.410 1,549,006 079 HOT MIX ASPHALT (TYPE A) TON 74.0000 3,973,800.00 4,140.630 306,406.62 30,093.960 2,226,953 080 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 0.000 0 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 362.50 0.000 0 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 10,412.50 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 1,300.00 0.000 0 085 PLACE HOT MIX ASPHALT SQYD 35.0000 59,150.00 55.800 1,953.00 55.800 1,953 (MISCELLANEOUS AREA) 086 TACK COAT TON 1.0000 60.00 4.080 4.08 20.100 20 087 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 0.000 0 PILE (SIGN FOUNDATION) 096 60" CAST-IN-DRILLED-HOLE CONCRETE LF 700.0000 67,200.00 0.000 0 PILE (SIGN FOUNDATION) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 105,000.0000 105,000.00 0.000 0 098 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 87.000 73,950.00 1,000.000 850,000 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 442,000.00 0.000 0 (F) (POLYMER FIBER) 101 STRUCTURE CONCRETE (PUMPING PLANT) CY 750.0000 418,500.00 0.000 0 (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 0.000 0 (F) (TYPE R) PROGRAM CAS145 PAGE 5 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.410 20,007.00 81.410 219,807 (F) 105 WESTERN BASALT TEXTURE SQFT 9.0000 50,553.00 4,617.000 41,553 (F) 106 DRILL AND BOND DOWEL LF 20.0000 6,220.00 94.000 1,880 107 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 0.000 0 109 JOINT SEAL (MR 2") LF 105.0000 24,150.00 0.000 0 (F) 110 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 659,822.00 22,185.000 22,185.00 305,928.000 305,928 (F) 111 BAR REINFORCING STEEL (PUMPING PLANT) LB 1.2000 194,356.80 0.000 0 (F) 112 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4000 171,906.00 0.000 0 (F) 113 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2500 30,697.50 0.000 0 (F) 114 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 18,768.00 0.000 0 (F) 115 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 2,346.00 0.000 0 (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 0.000 0 (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 0.000 0 122 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 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 5,700.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,560.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,750.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 6 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 130 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 0.000 0 132 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 200.0000 17,000.00 0.000 0 133 CONCRETE BACKFILL (PIPE TRENCH) CY 175.0000 3,500.00 0.000 0 (F) 134 15" PLASTIC PIPE LF 60.0000 25,200.00 176.800 10,608 135 12" REINFORCED CONCRETE PIPE LF 45.0000 31,950.00 297.300 13,378 136 15" REINFORCED CONCRETE PIPE LF 65.0000 51,350.00 573.900 37,303 137 24" REINFORCED CONCRETE PIPE LF 75.0000 885,000.00 6,805.400 510,405 138 36" REINFORCED CONCRETE PIPE LF 150.0000 463,500.00 3,012.000 451,800 139 48" REINFORCED CONCRETE PIPE LF 270.0000 91,800.00 135.900 36,693 140 24" CORRUGATED STEEL PIPE (.138" THICK) LF 75.0000 18,750.00 167.000 12,525.00 167.000 12,525 141 8" PERFORATED STEEL PIPE UNDERDRAIN LF 30.0000 3,210.00 0.000 0 (.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 0.000 0 (.064" THICK) 144 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 16,500.00 233.000 11,650.00 233.000 11,650 (.079" THICK) 145 12" ENTRANCE TAPER EA 1,200.0000 6,000.00 3.000 3,600.00 3.000 3,600 146 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 122,800.00 135.000 54,000 149 12" STEEL FLARED END SECTION EA 1,000.0000 5,000.00 3.000 3,000.00 3.000 3,000 150 24" STEEL FLARED END SECTION EA 1,500.0000 6,000.00 3.000 4,500.00 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 1.000 2,000.00 1.000 2,000 153 48" PRECAST CONCRETE PIPE MANHOLE LF 850.0000 61,200.00 7.500 6,375.00 25.100 21,335 154 60" PRECAST CONCRETE PIPE MANHOLE LF 900.0000 108,000.00 104.700 94,230 155 72" PRECAST CONCRETE PIPE MANHOLE LF 1,000.0000 71,000.00 69.400 69,400 PROGRAM CAS145 PAGE 7 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.320 26,784 157 SLOPE PAVING (CONCRETE) CY 700.0000 35,000.00 0.000 0 158 ROCK SLOPE PROTECTION CY 250.0000 17,500.00 67.830 16,957.50 67.830 16,957 (20 LB, CLASS I, METHOD B) (CY) 159 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 660.00 128.140 384.42 128.140 384 160 DETECTABLE WARNING SURFACE SQFT 35.0000 11,550.00 30.000 1,050 161 MINOR CONCRETE (MISCELLANEOUS CY 490.0000 725,200.00 517.420 253,535.80 1,017.120 498,388 CONSTRUCTION) 162 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.0000 256,950.00 8,244.900 74,204 163 DRAINAGE PUMPING EQUIPMENT LS 275,000.0000 275,000.00 0.000 0 164 PUMPING PLANT ELECTRICAL EQUIPMENT LS 183,000.0000 183,000.00 0.000 0 165 MISCELLANEOUS IRON AND STEEL LB 1.5000 50,926.50 1,122.000 1,683 (F) 166 MANHOLE FRAME AND COVER EA 750.0000 26,250.00 5.000 3,750.00 5.000 3,750 167 MISCELLANEOUS METAL LB 15.0000 47,250.00 0.000 0 (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 0.000 0 (F) 170 PUMPING PLANT METAL WORK LB 13.0000 134,160.00 0.000 0 (F) 171 RELOCATE BUS STOP SHELTER LS 9,000.0000 9,000.00 0.000 0 172 LIGHTING SYSTEM (COUNTY) LS 132,000.0000 132,000.00 0.166 21,912.00 0.370 48,840 173 MODIFY LIGHTING SYSTEM (COUNTY) LS 80,000.0000 80,000.00 0.179 14,320 174 SIGNAL AND LIGHTING SYSTEM (COUNTY) LS 368,000.0000 368,000.00 0.087 32,016.00 0.466 171,488 175 FENCE (TYPE BW, METAL POST) LF 8.0000 8,480.00 0.000 0 176 TEMPORARY FENCE (TYPE CL-6) LF 16.5000 15,840.00 540.000 8,910 177 CHAIN LINK FENCE (TYPE CL-6) LF 13.0000 114,530.00 0.000 0 178 10' CHAIN LINK GATE (TYPE CL-6) EA 2,250.0000 22,500.00 0.000 0 179 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 0.000 0 182 OBJECT MARKER (TYPE K-1) EA 110.0000 770.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 184 CHAIN LINK RAILING (TYPE 7) LF 90.0000 53,910.00 0.000 0 (F) 185 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 100.0000 32,100.00 0.000 0 (F) 186 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 250.0000 149,750.00 0.000 0 (F) 187 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 50.0000 1,250.00 0.000 0 (WOOD POST) 188 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 12,000.00 0.000 0 189 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 0.000 0 190 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0 191 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 10,400.00 0.000 0 192 ALTERNATIVE CRASH CUSHION SYSTEM EA 42,000.0000 42,000.00 0.000 0 193 CONCRETE BARRIER (TYPE 60F) LF 300.0000 75,000.00 0.000 0 194 CONCRETE BARRIER (TYPE 60C) LF 170.0000 32,300.00 0.000 0 195 CONCRETE BARRIER (TYPE 736) LF 170.0000 54,570.00 0.000 0 (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 0.000 0 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,990.00 0.000 0 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,800.00 0.000 0 200 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 0.000 0 202 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 0.000 0 (BROKEN 36-12) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 2,112.50 0.000 0 (BROKEN 17-7) 205 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.8000 1,204.00 0.000 0 206 12" RUMBLE STRIP STA 55.0000 3,245.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 207 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8000 7,200.00 107.000 192.60 717.000 1,290 208 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 16,296.00 248.000 595.20 1,795.000 4,308 209 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.054 54 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 211 LIGHTING SYSTEM LS 6,000.0000 6,000.00 0.000 0 212 SIGN ILLUMINATION SYSTEM LS 30,000.0000 30,000.00 0.000 0 213 SIGNAL AND LIGHTING SYSTEM LS 265,300.0000 265,300.00 0.060 15,918.00 0.262 69,508 214 TRAFFIC MONITORING STATION SYSTEM LS 46,000.0000 46,000.00 0.000 0 215 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.000 0 216 MODIFYING EXISTING ELECTRICAL SYSTEM LS 267,500.0000 267,500.00 0.165 44,137.50 0.165 44,137 217 REMOVING EXISTING ELECTRICAL SYSTEM LS 3,000.0000 3,000.00 0.167 501 218 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 219 STRUCTURE EXCAVATION (CRASH WALL) CY 75.0000 14,325.00 0.000 0 (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 0.000 0 (F) 223 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 38,635.00 0.000 0 (F) 224 MISCELLANEOUS METAL (BRIDGE) LB 10.5000 3,465.00 0.000 0 (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 12/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471504 TIME 11:07 AM ESTIMATE NO. 008 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 12/20/17 R.E. NAME: HAROLDSEN, BRENT DATE OF THIS ESTIMATE 12/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,417,846.20 11,703,591.11 ADJUSTMENT OF COMPENSATION 283,029.73 273,029.73 EXTRA WORK 125,149.57 210,179.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,826,025.50 12,186,800.67 227 MOBILIZATION LS 3,116,000.0000 3,116,000.00 0.950 2,960,200 ORIGINAL CONTRACT AMOUNT 31,665,588.30 TOTAL WORK COMPLETED 1,826,025.50 15,147,000.67 MATERIALS ON HAND ON SITE 25,104.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,251.82 -27,229.28 TOTAL 1,813,773.68 15,144,875.53 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 12/14/18 145 9 9 0 48% 36% PROGRESS IS SATISFACTORY HAROLDSEN, BRENT RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/17