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 05/12/16 EST. NO. 034 TIME 03:32 PM R.E. NAME: JENNIFER WILSON 05-315804 --------------------------------------------------------------------------- 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 0130 125.74 E.W. @ F.A.(+) 062415 N 003 0 0133 1,423.12 110315 N 1498.0 0134 265.04 111215 N 1499.0 0135 365.31 111315 N 1500.0 0136 2,253.04 111215 N 1501.0 0137 495.38 111915 N 1502.0 0138 1,486.84 112015 N 1503.0 0139 2,736.07 102915 N 1504.0 0140 481.79 120715 Y 1521.0 0141 1,567.72 030116 N 141 0 0143 556.74 082615 N 1524.0 010 0019 1,179.33 E.W. @ F.A.(+) 112414 N 1008 0 028 0026 822.97 E.W. @ F.A.(+) 120715 Y 1520.0 0027 4,597.91 120815 Y 1525.0 0028 4,546.21 120915 Y 1526.0 0030 1,805.22 121715 Y 1528.0 0031 926.46 121815 Y 1529.0 0032 5,183.06 012116 Y 1531.0 0033 3,013.99 031616 Y 1534.0 0034 2,461.44 031716 Y 1535.0 029 0018 1,159.75 E.W. @ U.P (+) 070815 N 1523.0 030 0003 2,564.64 E.W. @ F.A.(+) 031015 N 003 0 032 0006 23,558.65 A.C. @ L.S.(+) 040116 N 01 0 034 0001 1,398.77 E.W. @ F.A.(+) 111015 Y 1505.0 0002 1,515.66 111915 Y 1506.0 0009 491.25 120715 Y 1522.0 036 0001 2,461.44 E.W. @ F.A.(+) 031716 Y 1536.0 0002 3,792.14 031816 Y 1537.0 0003 2,588.38 032816 Y 1538.0 0004 3,800.61 032916 Y 1539.0 0005 2,888.37 033016 Y 1540.0 0006 98.86 032816 Y 1538.1 0007 155.30 032916 Y 1539.1 0008 731.50 033016 Y 1540.1 0009 4,249.05 032916 Y 1539.2 0010 2,154.25 033016 Y 1540.2 0011 10,897.94 040316 Y 1541.0 0012 3,867.65 040616 Y 1543.0 0013 3,480.19 040716 Y 1544.0 0014 3,135.28 041916 Y 1546.0 037 0001 734,833.93 A.C. @ L.S.(+) 050616 N 1 0 846,116.99 TOTAL THIS ESTIMATE 2,427,089.40 TOTAL PREVIOUS ESTIMATE 3,273,206.39 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 05/12/16 EST. NO. 034 TIME 03:32 PM R.E. NAME: JENNIFER WILSON 05-315804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OSC LTR#31 04/30/13 -247.50 007 OSC LTR#37 05/21/13 -247.50 007 OSC LTR#41 6/26/13 -715.00 008 OSC LTR 8/8/2013 -445.50 009 SWPPP PERM E.C.10% -250,461.18 009 A MEYER EMAIL 9/5/13 16,555.50 010 SWPPP PERM E.C. 10% -187,737.84 010 CORRECT EST 10 ERROR -14,900.00 011 10% WINTERIZATION -328,899.55 011 RTN SWPPP #9 10 & 11 767,098.57 012 SWPPP DEDUCTION 5% -27,446.66 017 RET PARTIAL SWPPP#17 10,987.67 018 SWPPP DEDUCTION 5% -49,054.51 018 RET SWPPP DEDUCT #17 16,458.99 019 RET SWPPP DEDUCT #18 19,621.80 019 RET SWPPP DEDUCT #15 29,432.71 020 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 005 MISSING PAYROLL -10,000.00 008 MISSING PAYROLL -10,000.00 009 RECD PAYROLLS #5 5,000.00 010 MISS PAYROLLS -10,000.00 012 MISS PAYROLLS -10,000.00 013 MISS PAYROLLS -10,000.00 016 MISS PAYROLLS -10,000.00 017 MISS PAYROLLS -10,000.00 018 MISS PAYROLLS -10,000.00 020 MISS PAYROLLS -10,000.00 021 MISS PAYROLLS -10,000.00 022 MISS PAYROLLS -10,000.00 023 MISS PAYROLLS -10,000.00 024 MISS PAYROLLS -10,000.00 025 RECD PYRLS#8,9,12,13 40,000.00 026 RECD PAYROLLS 16/17 20,000.00 027 RECD PYRLS #18,20&21 30,000.00 029 RECD PYRLS #22,23,24 30,000.00 032 MISS PAYROLLS -10,000.00 034 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 05-MON-101-100.0/101.3 ---------------------------------- 05-SBT-101-0.0/1.6 GCC/MCM, A JV IN MONTEREY AND SAN BENITO COUNTIES P O BOX 50085 NEAR PRUNDALE AT VARIOUS LOCATIONS WATSONVILLE CA 950775085 FROM 0.4 MILE SOUTH OF DUNBARTO IN ROAD (NORTH) TO CANNON ROAD FED. AID NO. NH-P101( ) CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500 002 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 13,600.00 2,749.000 13,745 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 30,000.00 7,141.000 21,423 004 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.050 10,000.00 1.000 200,000 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.100 250.00 1.000 2,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 2.0000 266,000.00 43,439.000 86,878 007 TEMPORARY SILT FENCE LF 2.5000 75,000.00 2,482.000 6,205 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 35,000.00 14.000 35,000 009 TEMPORARY CHECK DAM LF 8.0000 6,560.00 2,149.500 17,196 010 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 16.000 16,000 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 132.000 19,800 012 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 232,000.00 161,686.100 161,686 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 125,000.0000 125,000.00 1.000 125,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 015 RAIN EVENT ACTION PLAN EA 400.0000 64,000.00 18.000 7,200 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 14,000.00 2.000 200.00 19.000 1,900 018 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,800,000.00 442.000 1,768,000 019 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 020 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 021 TEMPORARY SHUTTLE VAN SERVICE LS 5,000.0000 5,000.00 1.000 5,000 022 TYPE III BARRICADE EA 100.0000 5,100.00 50.000 5,000 PROGRAM CAS145 PAGE 2 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 7,700.00 336.000 3,360 024 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 23,700.00 605.000 18,150 025 TRAFFIC PLASTIC DRUM EA 50.0000 6,000.00 126.000 6,300 026 TEMPORARY PAVEMENT MARKER EA 5.0000 7,250.00 945.000 4,725 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 5,000.0000 5,000.00 1.000 5,000 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 70,000.0000 70,000.00 1.000 70,000 029 TEMPORARY RAILING (TYPE K) LF 7.0000 259,000.00 33,220.000 232,540 030 TEMPORARY CRASH CUSHION MODULE EA 200.0000 92,000.00 552.000 110,400 031 TEMPORARY TRAFFIC SCREEN LF 4.0000 65,200.00 7,330.000 29,320 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 24,450.00 16,729.000 25,093 STRIPE (HAZARDOUS WASTE) 033 ABANDON CULVERT (LF) LF 10.0000 5,600.00 564.400 5,644 034 DESTROY WELL LS 20,000.0000 20,000.00 1.000 20,000 035 REMOVE FENCE LF 5.0000 110,000.00 23,330.000 116,650 036 REMOVE GATE EA 500.0000 3,500.00 2.000 1,000 037 REMOVE METAL BEAM GUARD RAILING LF 10.0000 11,000.00 1,387.000 13,870 038 REMOVE FLARED END SECTION EA 300.0000 1,800.00 2.000 600 039 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 30,150.00 14,873.000 7,436 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,800.00 30,448.000 24,358 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,680.00 1,379.000 2,758 042 REMOVE PAVEMENT MARKER EA 1.0000 2,910.00 1,643.000 1,643 043 REMOVE ROADSIDE SIGN EA 200.0000 6,800.00 45.000 9,000 044 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,350.00 1,070.000 5,350 045 REMOVE CURB LF 3.0000 11,880.00 3,255.000 9,765 046 REMOVE CULVERT (LF) LF 18.0000 19,260.00 691.000 12,438 047 REMOVE DOWNDRAIN (EA) EA 500.0000 2,500.00 0.000 0 048 REMOVE INLET EA 500.0000 6,000.00 4.000 2,000 049 REMOVE RETAINING WALL (WOOD) LF 40.0000 3,800.00 75.000 3,000 PROGRAM CAS145 PAGE 3 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RECONSTRUCT THRIE BEAM BARRIER LF 21.0000 11,970.00 818.750 17,193 051 RECONSTRUCT METAL BEAM GUARD RAILING LF 16.0000 3,840.00 100.000 1,600 052 RELOCATE MISSION BELL MARKER EA 1,000.0000 1,000.00 1.000 1,000 053 RESET MAILBOX EA 300.0000 4,500.00 12.500 3,750 054 RELOCATE GATE EA 1,000.0000 1,000.00 1.000 1,000 055 RELOCATE ROADSIDE SIGN EA 400.0000 2,000.00 10.000 4,000 056 ADJUST INLET LF 1,400.0000 71,400.00 21.110 29,554 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 76,800.00 36,689.670 73,379 058 REMOVE CONCRETE (CY) CY 100.0000 45,000.00 303.560 30,356 059 REMOVE CONCRETE BARRIER LF 20.0000 59,800.00 3,020.000 60,400 060 REMOVE CRASH CUSHION EA 200.0000 800.00 6.000 1,200 061 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 062 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 1.000 150,000 063 ROADWAY EXCAVATION CY 1.0000 829,000.00 829,000.000 829,000 064 ROADWAY EXCAVATION (TYPE Y-1) CY 10.0000 41,900.00 3,414.000 34,140 (AERIALLY DEPOSITED LEAD) 065 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 066 ADL BURIAL LOCATION REPORT LS 1,500.0000 1,500.00 1.000 1,500 067 SHOULDER BACKING TON 200.0000 1,200.00 6.000 1,200.00 6.000 1,200 068 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 62,100.00 1,035.000 62,100 (F) 069 STRUCTURE EXCAVATION (TYPE D) CY 15.0000 325,500.00 21,322.500 319,837 070 STRUCTURE EXCAVATION (RETAINING WALL) CY 65.0000 25,025.00 385.000 25,025 (F) 071 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 152,250.00 6,090.000 152,250 (F) 072 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 71,500.00 1,300.000 71,500 (F) 073 STRUCTURE BACKFILL (CULVERT) CY 30.0000 203,700.00 6,524.100 195,723 074 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 27,600.00 345.000 27,600 (F) 075 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 60.0000 23,400.00 390.000 23,400 (F) 076 SAND BACKFILL CY 120.0000 7,920.00 54.400 6,528 PROGRAM CAS145 PAGE 4 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.0000 124,400.00 64,163.320 128,326 CLASS B2 078 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.3000 25,530.00 10,902.450 25,075 CLASS B3 079 HIGHWAY PLANTING LS 415,000.0000 415,000.00 0.090 37,350.00 1.000 415,000 080 EROSION CONTROL (NATIVE GRASS SOD) SQFT 1.5000 44,250.00 1,500.000 2,250.00 29,500.000 44,250 081 DUFF ACRE 8,000.0000 68,800.00 6.710 53,680 082 CHIPPED MATERIAL CY 30.0000 13,500.00 380.000 11,400 083 EROSION CONTROL (COMPOST BLANKET) CY 32.0000 435,200.00 13,858.710 443,478 084 FIBER ROLLS LF 2.4000 84,960.00 16,062.000 38,548 085 COMPOST SOCK LF 4.0000 444,000.00 103,676.000 414,704 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,600.00 6.000 3,600 087 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,700.0000 199,800.00 65.543 242,509 088 ROLLED EROSION CONTROL PRODUCT ACRE 10,000.0000 370,000.00 38.663 386,630 (NETTING) 089 WILLOW CUTTINGS (PLANT GROUP WC) EA 10.0000 8,700.00 585.000 5,850 090 WILLOW POLES (PLANT GROUP WP) EA 20.0000 1,600.00 0.000 0 091 BRUSH LAYERING LF 100.0000 110,000.00 0.000 0 092 WILDFLOWER SEEDING (ACRE) ACRE 5,000.0000 2,500.00 0.500 2,500.00 1.000 5,000 093 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.272 40,800.00 1.000 150,000 094 IRRIGATION SYSTEM LS 425,000.0000 425,000.00 0.100 42,500.00 1.000 425,000 095 3" SUPPLY LINE (BRIDGE) LF 100.0000 47,000.00 470.000 47,000 (F) 096 IRRIGATION SLEEVE LF 60.0000 19,200.00 721.000 43,260 097 10" CORRUGATED HIGH DENSITY LF 45.0000 48,150.00 865.000 38,925 POLYETHYLENE PIPE CONDUIT 098 8" WELDED STEEL PIPE CONDUIT LF 250.0000 16,000.00 68.000 17,000 (.250" THICK) 099 CLASS 2 AGGREGATE BASE (CY) CY 28.0000 1,702,400.00 60,917.610 1,705,693 100 HOT MIX ASPHALT TON 85.0000 7,854,000.00 88,865.650 7,553,580 101 RUMBLE STRIP STA 40.0000 9,200.00 263.900 10,556 102 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 103 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 3,937.50 3,385.000 4,231 PROGRAM CAS145 PAGE 5 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 475.00 1,139.000 1,423 105 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 5,600.00 3,354.000 4,192 106 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 9,800.00 10,057.000 12,571 107 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 1,462.50 277.000 346 108 PLACE HOT MIX ASPHALT SQYD 14.0000 24,780.00 1,761.200 24,656 (MISCELLANEOUS AREA) 109 TACK COAT TON 650.0000 63,050.00 84.381 54,847 110 SOIL NAIL LF 17.0000 2,313,700.00 136,100.000 2,313,700 111 FURNISH PILING (CLASS 90) LF 35.0000 112,700.00 3,256.000 113,960 (ALTERNATIVE W) 112 DRIVE PILE (CLASS 90) EA 2,400.0000 146,400.00 61.000 146,400 (ALTERNATIVE W) 113 FURNISH PILING (CLASS 200) LF 53.0000 331,780.00 6,258.850 331,719 (ALTERNATIVE W) 114 DRIVE PILE (CLASS 200) EA 1,700.0000 198,900.00 117.000 198,900 (ALTERNATIVE W) 115 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 1.000 75,000 116 STRUCTURAL CONCRETE CY 485.0000 2,136,425.00 4,366.880 2,117,936 (F) 117 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 91,875.00 245.000 91,875 (F) 118 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 1,593,000.00 2,700.000 1,593,000 (F) 119 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 1,668,000.00 210.000 126,000 (F) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 32,200.00 46.000 32,200 (F) (TYPE EQ) 121 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 455,000.00 322.030 450,842 (F) 122 MINOR CONCRETE (BACKFILL) CY 140.0000 70,000.00 471.900 66,066 123 ARCHITECTURAL TEXTURE (DRYSTACK STONE) SQFT 2.0000 178,910.00 2,755.000 5,510 (F) 124 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 300.0000 45,000.00 104.000 31,200 125 BAR REINFORCING STEEL LB 1.0000 917,000.00 861,719.500 861,719 (F) 126 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 613,000.00 622,375.000 622,375 (F) 127 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 539,000.00 539,000.000 539,000 (F) 128 SHOTCRETE CY 325.0000 302,250.00 930.000 302,250 (F) 129 REMOVABLE BOLLARD EA 500.0000 2,000.00 5.000 2,500 130 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 137,520.00 38,200.000 137,520 (F) PROGRAM CAS145 PAGE 6 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 9,550.00 38,200.000 9,550 (F) 132 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 6,500.00 253.340 6,333 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 10,500.00 414.000 10,350 134 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 8,100.00 266.660 7,999 (2 1/2"-TYPE B) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 17,760.00 1,464.090 17,569 (0.063"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,000.00 827.000 9,924 (0.080"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,800.00 289.250 4,338 (0.063"-FRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,480.00 272.840 4,365 (0.080"-FRAMED) 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 52,000.00 52.000 52,000 (SIGN FOUNDATION) 140 ROADSIDE SIGN - ONE POST EA 250.0000 50,000.00 206.000 51,500 141 ROADSIDE SIGN - TWO POST EA 450.0000 5,850.00 16.000 7,200 142 INSTALL ROADSIDE SIGN EA 1,500.0000 7,500.00 6.000 9,000 (LAMINATED WOOD BOX POST) 143 PREPARE AND PAINT CONCRETE SQFT 1.2500 113,537.50 0.000 0 144 24" ALTERNATIVE PIPE CULVERT LF 60.0000 308,400.00 4,946.700 296,802 145 36" ALTERNATIVE PIPE CULVERT LF 90.0000 18,000.00 274.000 24,660 146 24" REINFORCED CONCRETE PIPE LF 95.0000 478,800.00 5,639.000 535,705 147 36" REINFORCED CONCRETE PIPE LF 100.0000 125,000.00 761.000 76,100 148 48" REINFORCED CONCRETE PIPE LF 140.0000 92,400.00 691.000 96,740 149 24" REINFORCED CONCRETE PIPE (CLASS V) LF 115.0000 293,250.00 1,878.000 215,970 150 36" REINFORCED CONCRETE PIPE (CLASS V) LF 285.0000 34,200.00 15.000 4,275 151 48" REINFORCED CONCRETE PIPE (CLASS V) LF 375.0000 127,500.00 352.000 132,000 152 60" REINFORCED CONCRETE PIPE (CLASS V) LF 425.0000 195,500.00 440.000 187,000 153 18" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 640.00 7.700 616 154 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 70.0000 151,900.00 2,141.700 149,919 155 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 10,000.00 16.000 2,000 (.138" THICK) 156 24" ENTRANCE TAPER EA 600.0000 1,200.00 1.000 600 157 24" DOWNDRAIN SLIP JOINT EA 300.0000 600.00 1.000 300 PROGRAM CAS145 PAGE 7 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ANCHOR ASSEMBLY EA 500.0000 1,000.00 1.000 500 159 DRAINAGE INLET MARKER EA 50.0000 1,100.00 22.000 1,100 160 36" CORRUGATED STEEL PIPE INLET LF 600.0000 40,800.00 63.400 38,040 (.064" THICK) 161 GRATED LINE DRAIN LF 140.0000 50,400.00 292.000 40,880 162 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 19,520.00 122.000 19,520 163 10" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 14,500.00 145.000 14,500 164 24" ALTERNATIVE FLARED END SECTION EA 600.0000 31,200.00 39.000 23,400 165 36" ALTERNATIVE FLARED END SECTION EA 700.0000 6,300.00 7.000 4,900 166 48" ALTERNATIVE FLARED END SECTION EA 2,000.0000 20,000.00 7.000 14,000 167 60" ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 2.000 6,000 168 MANHOLE (TYPE A) EA 16,000.0000 16,000.00 0.000 0 169 JACKED PRECAST 10'X9' CONCRETE BOX LF 6,300.0000 693,000.00 110.000 693,000 CULVERT 170 JACKED 108" REINFORCED CONCRETE PIPE LF 2,250.0000 427,500.00 -48.400 -108,900.00 190.000 427,500 171 CLEAN WASHED GRAVEL TON 50.0000 183,000.00 3,632.900 181,645 172 ROCK SLOPE PROTECTION CY 90.0000 205,200.00 2,038.150 183,433 (1/4 T, METHOD B) (CY) 173 ROCK SLOPE PROTECTION CY 100.0000 124,000.00 981.820 98,182 (FACING, METHOD B) (CY) 174 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 110.0000 125,400.00 857.900 94,369 (CY) 175 SLOPE PAVING (EXPOSED AGGREGATE) CY 1,000.0000 50,000.00 50.000 50,000 (F) 176 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.5000 8,370.00 4,618.160 6,927 177 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 104,025.00 0.000 0 (F) 178 MINOR CONCRETE (MISCELLANEOUS CY 550.0000 198,000.00 481.326 264,729 CONSTRUCTION) 179 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 10.0000 110,000.00 11,017.050 110,170 CONCRETE) 180 MISCELLANEOUS IRON AND STEEL LB 1.5000 68,341.50 33,489.000 50,233 (F) 181 MANHOLE FRAME AND COVER EA 1,000.0000 1,000.00 0.000 0 182 BRIDGE DECK DRAINAGE SYSTEM LB 12.0000 19,608.00 1,634.000 19,608 (F) 183 WATER WELL INVESTIGATION OF SITE LF 50.0000 20,000.00 400.000 20,000 CONDITIONS 184 WATER WELL DEVELOPMENT LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 8 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 WATER WELL EQUIPMENT LS 40,000.0000 40,000.00 1.000 40,000 186 WATER WELL SCREEN LF 200.0000 32,000.00 160.000 32,000 187 WATER WELL CONSTRUCTION LF 225.0000 90,000.00 400.000 90,000 188 WATER WELL PERFORMANCE TESTING LS 10,000.0000 10,000.00 0.000 0 189 WATER WELL VIDEO SURVEY LF 3.0000 1,200.00 0.000 0 190 WATER WELL QUALITY TESTING LS 3,500.0000 3,500.00 0.000 0 191 FENCE (TYPE BW, METAL POST) LF 7.0000 123,900.00 14,912.500 104,387 192 CHAIN LINK FENCE (TYPE CL-4) LF 9.0000 16,650.00 1,877.000 16,893 193 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 28,000.00 3,727.500 37,275 194 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 45.0000 4,950.00 49.000 2,205 195 4' WIRE MESH GATE EA 500.0000 3,000.00 1.000 500 196 12' WIRE MESH GATE EA 800.0000 2,400.00 0.000 0 197 4' CHAIN LINK GATE (TYPE CL-4) EA 600.0000 600.00 1.000 600 198 12' CHAIN LINK GATE (TYPE CL-4) EA 900.0000 2,700.00 5.000 4,500 199 4' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 0.000 0 200 10' CHAIN LINK GATE (TYPE CL-6 SLATTED) EA 1,500.0000 1,500.00 2.000 3,000 201 16' CHAIN LINK GATE (TYPE CL-6) EA 2,300.0000 27,600.00 3.000 6,900 202 SURVEY MONUMENT (TYPE A) EA 500.0000 7,000.00 4.000 2,000 203 DELINEATOR (CLASS 1) EA 50.0000 18,500.00 385.000 19,250 204 MILEPOST MARKER EA 100.0000 400.00 2.000 200 205 OBJECT MARKER EA 100.0000 800.00 8.000 800 206 METAL BEAM GUARD RAILING (STEEL POST) LF 20.0000 133,600.00 6,567.500 131,350 207 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 213,200.00 3,508.980 228,083 208 CHAIN LINK RAILING (TYPE 7) LF 70.0000 30,800.00 440.000 30,800 (F) (BLACK VINYL-COATED) 209 TUBULAR BICYCLE RAILING LF 100.0000 37,500.00 375.000 37,500 (F) 210 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 245.0000 125,685.00 513.000 125,685 (F) 211 CABLE RAILING LF 12.0000 8,760.00 672.000 8,064 PROGRAM CAS145 PAGE 9 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CABLE RAILING (MODIFIED) LF 16.0000 69,104.00 581.000 9,296 (F) 213 TRANSITION RAILING (TYPE STB) EA 3,200.0000 3,200.00 1.000 3,200 214 TRANSITION RAILING (TYPE WB) EA 5,000.0000 15,000.00 5.000 25,000 215 RAIL TENSIONING ASSEMBLY EA 500.0000 1,000.00 2.000 1,000 216 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 6,000.00 8.000 4,800 217 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 38,400.00 15.000 36,000 218 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 22,500.00 8.000 20,000 219 CONCRETE BARRIER (TYPE 60C) LF 123.0000 605,160.00 5,210.000 640,830 220 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 165.0000 65,505.00 397.000 65,505 (F) 221 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 90.0000 160,290.00 1,781.000 160,290 (F) 222 CONCRETE BARRIER (TYPE 732B) LF 210.0000 63,000.00 235.800 49,518 223 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 50,570.00 79,444.000 51,638 224 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 14,700.00 16,689.000 16,689 225 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 7,995.00 7,432.000 9,661 226 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 44,850.00 6,243.750 31,218 227 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,980.00 22,739.000 13,643 (BROKEN 36-12) 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,210.00 2,573.000 2,573 (BROKEN 17-7) 229 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 41,000.00 63,649.000 31,824 230 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,840.00 1,035.000 3,105 231 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 13,145.00 1,646.000 9,053 232 WELL PUMP ELECTRICAL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 233 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 234 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000 235 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 40.0000 18,800.00 470.000 18,800 (F) 236 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000 237 MICROWAVE VEHICLE DETECTION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 238 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 10 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 RAMP METERING SYSTEM (LOCATION 1) LS 65,000.0000 65,000.00 1.000 65,000 240 RAMP METERING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 1.000 55,000 PROGRAM CAS145 PAGE 11 DATE 05/12/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 03:32 PM ESTIMATE NO. 034 BID OPENING 08/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/28/16 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 05/12/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 28,150.00 35,264,775.78 ADJUSTMENT OF COMPENSATION 758,392.58 797,131.02 EXTRA WORK 87,724.41 2,476,075.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 874,266.99 38,537,982.17 241 MOBILIZATION LS 3,402,636.0000 3,402,636.00 1.000 3,402,636 ORIGINAL CONTRACT AMOUNT 41,971,412.00 TOTAL WORK COMPLETED 874,266.99 41,940,618.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 864,266.99 41,920,618.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/06/12 700 03/06/13 03/06/13 04/28/16 692 93 -8 0 100% 100% JENNIFER WILSON RESIDENT ENGINEER PROGRAM CAS145 DATE 05/12/16