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 06/19/14 EST. NO.19 TIME 10:52 AM 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 0077 267.97 E.W. @ F.A.(+) 051414 N 1119 0 0078 267.97 051514 N 1120 0 007 0072 152.46 E.W. @ F.A.(+) 050714 N 1120 0 0073 267.97 050914 N 1121 0 0074 719.44 051214 N 1122 0 0075 410.12 051314 N 1123 0 2,085.93 TOTAL THIS ESTIMATE 432,960.72 TOTAL PREVIOUS ESTIMATE 435,046.65 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 06/19/14 EST. NO.19 TIME 10:52 AM 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 07 OSC LTR#37 05/21/13 -247.50 07 OSC LTR#41 6/26/13 -715.00 08 OSC LTR 8/8/2013 -445.50 09 SWPPP PERM E.C.10% -250,461.18 09 A MEYER EMAIL 9/5/13 16,555.50 10 SWPPP PERM E.C. 10% -187,737.84 10 CORRECT EST 10 ERROR -14,900.00 11 10% WINTERIZATION -328,899.55 11 RTN SWPPP #9 10 & 11 767,098.57 12 SWPPP DEDUCTION 5% -27,446.66 17 RET PARTIAL SWPPP#17 10,987.67 18 SWPPP DEDUCTION 5% -49,054.51 18 RET SWPPP DEDUCT #17 16,458.99 19 RET SWPPP DEDUCT #18 19,621.80 19 36,080.79 -29,432.71 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 05 MISSING PAYROLL -10,000.00 08 MISSING PAYROLL -10,000.00 09 RECD PAYROLLS #5 5,000.00 10 MISS PAYROLLS -10,000.00 12 MISS PAYROLLS -10,000.00 13 MISS PAYROLLS -10,000.00 16 MISS PAYROLLS -10,000.00 17 MISS PAYROLLS -10,000.00 18 0.00 -70,000.00 TOTAL DEDUCTIONS 36,080.79 -99,432.71 PROGRAM CAS145 PAGE 1 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 LOCATION PROGRESS ESTIMATE 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 2,500.00 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 6,686.000 20,058 004 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.024 4,800.00 0.400 80,000 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.250 625.00 0.750 1,875 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 2.0000 266,000.00 34,735.000 69,470 007 TEMPORARY SILT FENCE LF 2.5000 75,000.00 1,982.000 4,955 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 35,000.00 1.000 2,500.00 13.000 32,500 009 TEMPORARY CHECK DAM LF 8.0000 6,560.00 1,160.000 9,280 010 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 9.000 9,000 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 41.000 6,150 012 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 232,000.00 96,357.000 96,357 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 125,000.0000 125,000.00 0.023 2,875.00 0.622 77,750 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.000 0 015 RAIN EVENT ACTION PLAN EA 400.0000 64,000.00 9.000 3,600 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 14,000.00 1.000 100.00 1.000 100 018 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,800,000.00 11.000 44,000.00 280.000 1,120,000 019 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.600 18,000 020 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.072 28,800.00 0.622 248,800 021 TEMPORARY SHUTTLE VAN SERVICE LS 5,000.0000 5,000.00 0.500 2,500 022 TYPE III BARRICADE EA 100.0000 5,100.00 28.000 2,800 PROGRAM CAS145 PAGE 2 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,700.00 282.000 8,460 025 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 0.023 1,610.00 0.622 43,540 029 TEMPORARY RAILING (TYPE K) LF 7.0000 259,000.00 22,400.000 156,800 030 TEMPORARY CRASH CUSHION MODULE EA 200.0000 92,000.00 257.000 51,400 031 TEMPORARY TRAFFIC SCREEN LF 4.0000 65,200.00 5,090.000 20,360 032 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 5,600.00 560.400 5,604 034 DESTROY WELL LS 20,000.0000 20,000.00 1.000 20,000 035 REMOVE FENCE LF 5.0000 110,000.00 22,886.000 114,430 036 REMOVE GATE EA 500.0000 3,500.00 2.000 1,000 037 REMOVE METAL BEAM GUARD RAILING LF 10.0000 11,000.00 1,025.000 10,250 038 REMOVE FLARED END SECTION EA 300.0000 1,800.00 1.000 300 039 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 23,309.000 18,647 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,680.00 294.000 588 042 REMOVE PAVEMENT MARKER EA 1.0000 2,910.00 1,528.000 1,528 043 REMOVE ROADSIDE SIGN EA 200.0000 6,800.00 1.000 200 044 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,350.00 0.000 0 045 REMOVE CURB LF 3.0000 11,880.00 3,255.000 9,765 046 REMOVE CULVERT (LF) LF 18.0000 19,260.00 487.000 8,766 047 REMOVE DOWNDRAIN (EA) EA 500.0000 2,500.00 0.000 0 048 REMOVE INLET EA 500.0000 6,000.00 3.000 1,500 049 REMOVE RETAINING WALL (WOOD) LF 40.0000 3,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,970.00 118.750 2,493 051 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 0.000 0 053 RESET MAILBOX EA 300.0000 4,500.00 0.000 0 054 RELOCATE GATE EA 1,000.0000 1,000.00 1.000 1,000 055 RELOCATE ROADSIDE SIGN EA 400.0000 2,000.00 0.000 0 056 ADJUST INLET LF 1,400.0000 71,400.00 2.010 2,814.00 2.010 2,814 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 76,800.00 0.000 0 058 REMOVE CONCRETE (CY) CY 100.0000 45,000.00 258.050 25,805 059 REMOVE CONCRETE BARRIER LF 20.0000 59,800.00 2,977.000 59,540 060 REMOVE CRASH CUSHION EA 200.0000 800.00 2.000 400 061 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.950 142,500 062 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 1.000 150,000 063 ROADWAY EXCAVATION CY 1.0000 829,000.00 29,533.000 29,533.00 800,000.000 800,000 064 ROADWAY EXCAVATION (TYPE Y-1) CY 10.0000 41,900.00 2,468.000 24,680 (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 0.000 0 067 SHOULDER BACKING TON 200.0000 1,200.00 0.000 0 068 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 62,100.00 312.900 18,774 (F) 069 STRUCTURE EXCAVATION (TYPE D) CY 15.0000 325,500.00 17,582.300 263,734 070 STRUCTURE EXCAVATION (RETAINING WALL) CY 65.0000 25,025.00 345.000 22,425 (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 71,500.00 400.000 22,000.00 1,105.000 60,775 (F) 073 STRUCTURE BACKFILL (CULVERT) CY 30.0000 203,700.00 4,758.400 142,752 074 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 27,600.00 650.000 52,000 (F) 075 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 60.0000 23,400.00 0.000 0 (F) 076 SAND BACKFILL CY 120.0000 7,920.00 54.400 6,528 PROGRAM CAS145 PAGE 4 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,734.000 9,468.00 28,549.200 57,098 CLASS B2 078 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.3000 25,530.00 220.890 508.05 7,726.590 17,771 CLASS B3 079 HIGHWAY PLANTING LS 415,000.0000 415,000.00 0.050 20,750.00 0.200 83,000 080 EROSION CONTROL (NATIVE GRASS SOD) SQFT 1.5000 44,250.00 0.000 0 081 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 1,503.000 48,096.00 7,189.750 230,072 084 FIBER ROLLS LF 2.4000 84,960.00 6,524.000 15,657 085 COMPOST SOCK LF 4.0000 444,000.00 4,000.000 16,000.00 71,958.000 287,832 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,600.00 1.000 600.00 3.000 1,800 087 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,700.0000 199,800.00 19.240 71,188 088 ROLLED EROSION CONTROL PRODUCT ACRE 10,000.0000 370,000.00 5.280 52,800.00 26.692 266,920 (NETTING) 089 WILLOW CUTTINGS (PLANT GROUP WC) EA 10.0000 8,700.00 0.000 0 090 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 0.000 0 093 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0 094 IRRIGATION SYSTEM LS 425,000.0000 425,000.00 0.050 21,250.00 0.350 148,750 095 3" SUPPLY LINE (BRIDGE) LF 100.0000 47,000.00 385.000 38,500 (F) 096 IRRIGATION SLEEVE LF 60.0000 19,200.00 69.000 4,140.00 69.000 4,140 097 10" CORRUGATED HIGH DENSITY LF 45.0000 48,150.00 336.000 15,120.00 607.000 27,315 POLYETHYLENE PIPE CONDUIT 098 8" WELDED STEEL PIPE CONDUIT LF 250.0000 16,000.00 0.000 0 (.250" THICK) 099 CLASS 2 AGGREGATE BASE (CY) CY 28.0000 1,702,400.00 500.000 14,000.00 18,913.000 529,564 100 HOT MIX ASPHALT TON 85.0000 7,854,000.00 16,623.770 1,413,020 101 RUMBLE STRIP STA 40.0000 9,200.00 0.000 0 102 DATA CORE LS 5,000.0000 5,000.00 0.000 0 103 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 3,937.50 1,147.000 1,433 PROGRAM CAS145 PAGE 5 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 475.00 898.000 1,122 105 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 5,600.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 9,800.00 658.000 822 107 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 1,462.50 0.000 0 108 PLACE HOT MIX ASPHALT SQYD 14.0000 24,780.00 245.100 3,431 (MISCELLANEOUS AREA) 109 TACK COAT TON 650.0000 63,050.00 3.511 2,282 110 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 22.000 52,800 (ALTERNATIVE W) 113 FURNISH PILING (CLASS 200) LF 53.0000 331,780.00 4,202.000 222,706 (ALTERNATIVE W) 114 DRIVE PILE (CLASS 200) EA 1,700.0000 198,900.00 112.000 190,400 (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 2,136,425.00 580.000 281,300.00 4,545.000 2,204,325 (F) 117 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 91,875.00 261.000 97,875 (F) 118 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 1,593,000.00 2,655.000 1,566,450 (F) 119 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 1,668,000.00 2,780.000 1,668,000 (F) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 32,200.00 46.000 32,200.00 46.000 32,200 (F) (TYPE EQ) 121 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 455,000.00 5.400 7,560.00 263.230 368,522 (F) 122 MINOR CONCRETE (BACKFILL) CY 140.0000 70,000.00 16.000 2,240.00 471.900 66,066 123 ARCHITECTURAL TEXTURE (DRYSTACK STONE) SQFT 2.0000 178,910.00 26,610.000 53,220 (F) 124 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 300.0000 45,000.00 0.000 0 125 BAR REINFORCING STEEL LB 1.0000 917,000.00 30,354.010 30,354.01 855,654.210 855,654 (F) 126 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 613,000.00 89,974.000 89,974.00 613,000.000 613,000 (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 0.000 0 130 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 137,520.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 132 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 6,500.00 0.000 0 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 10,500.00 0.000 0 134 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 8,100.00 0.000 0 (2 1/2"-TYPE B) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 17,760.00 0.000 0 (0.063"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,000.00 0.000 0 (0.080"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,800.00 0.000 0 (0.063"-FRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,480.00 0.000 0 (0.080"-FRAMED) 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 52,000.00 0.000 0 (SIGN FOUNDATION) 140 ROADSIDE SIGN - ONE POST EA 250.0000 50,000.00 0.000 0 141 ROADSIDE SIGN - TWO POST EA 450.0000 5,850.00 0.000 0 142 INSTALL ROADSIDE SIGN EA 1,500.0000 7,500.00 0.000 0 (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 308,400.00 192.000 11,520.00 3,509.400 210,564 145 36" ALTERNATIVE PIPE CULVERT LF 90.0000 18,000.00 44.000 3,960.00 274.000 24,660 146 24" REINFORCED CONCRETE PIPE LF 95.0000 478,800.00 6.000 570.00 5,174.000 491,530 147 36" REINFORCED CONCRETE PIPE LF 100.0000 125,000.00 569.000 56,900 148 48" REINFORCED CONCRETE PIPE LF 140.0000 92,400.00 -96.000 -13,440.00 691.000 96,740 149 24" REINFORCED CONCRETE PIPE (CLASS V) LF 115.0000 293,250.00 1,838.000 211,370 150 36" REINFORCED CONCRETE PIPE (CLASS V) LF 285.0000 34,200.00 0.000 0 151 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 0.000 0 154 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 70.0000 151,900.00 19.060 1,334.20 1,766.180 123,632 155 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 10,000.00 0.000 0 (.138" THICK) 156 24" ENTRANCE TAPER EA 600.0000 1,200.00 0.000 0 157 24" DOWNDRAIN SLIP JOINT EA 300.0000 600.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 DRAINAGE INLET MARKER EA 50.0000 1,100.00 0.000 0 160 36" CORRUGATED STEEL PIPE INLET LF 600.0000 40,800.00 20.900 12,540 (.064" THICK) 161 GRATED LINE DRAIN LF 140.0000 50,400.00 0.000 0 162 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 1.000 600.00 32.000 19,200 165 36" ALTERNATIVE FLARED END SECTION EA 700.0000 6,300.00 1.000 700.00 5.000 3,500 166 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 90.100 202,725 171 CLEAN WASHED GRAVEL TON 50.0000 183,000.00 135.000 6,750.00 3,290.900 164,545 172 ROCK SLOPE PROTECTION CY 90.0000 205,200.00 1,294.350 116,491 (1/4 T, METHOD B) (CY) 173 ROCK SLOPE PROTECTION CY 100.0000 124,000.00 574.720 57,472 (FACING, METHOD B) (CY) 174 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 110.0000 125,400.00 19.800 2,178.00 658.600 72,446 (CY) 175 SLOPE PAVING (EXPOSED AGGREGATE) CY 1,000.0000 50,000.00 0.000 0 (F) 176 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.5000 8,370.00 49.800 74.70 2,824.960 4,237 177 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 104,025.00 0.000 0 (F) 178 MINOR CONCRETE (MISCELLANEOUS CY 550.0000 198,000.00 0.000 0 CONSTRUCTION) 179 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 10.0000 110,000.00 0.000 0 CONCRETE) 180 MISCELLANEOUS IRON AND STEEL LB 1.5000 68,341.50 1,190.000 1,785.00 19,844.250 29,766 (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 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 186 WATER WELL SCREEN LF 200.0000 32,000.00 0.000 0 187 WATER WELL CONSTRUCTION LF 225.0000 90,000.00 0.000 0 188 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 2,427.500 16,992 192 CHAIN LINK FENCE (TYPE CL-4) LF 9.0000 16,650.00 0.000 0 193 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 28,000.00 1,335.000 13,350 194 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 45.0000 4,950.00 0.000 0 195 4' WIRE MESH GATE EA 500.0000 3,000.00 0.000 0 196 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 0.000 0 198 12' CHAIN LINK GATE (TYPE CL-4) EA 900.0000 2,700.00 2.000 1,800 199 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 0.000 0 201 16' CHAIN LINK GATE (TYPE CL-6) EA 2,300.0000 27,600.00 1.000 2,300 202 SURVEY MONUMENT (TYPE A) EA 500.0000 7,000.00 0.000 0 203 DELINEATOR (CLASS 1) EA 50.0000 18,500.00 0.000 0 204 MILEPOST MARKER EA 100.0000 400.00 0.000 0 205 OBJECT MARKER EA 100.0000 800.00 0.000 0 206 METAL BEAM GUARD RAILING (STEEL POST) LF 20.0000 133,600.00 2,462.500 49,250 207 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 213,200.00 1,176.880 76,497 208 CHAIN LINK RAILING (TYPE 7) LF 70.0000 30,800.00 0.000 0 (F) (BLACK VINYL-COATED) 209 TUBULAR BICYCLE RAILING LF 100.0000 37,500.00 0.000 0 (F) 210 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 245.0000 125,685.00 0.000 0 (F) 211 CABLE RAILING LF 12.0000 8,760.00 358.500 4,302 PROGRAM CAS145 PAGE 9 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 213 TRANSITION RAILING (TYPE STB) EA 3,200.0000 3,200.00 0.000 0 214 TRANSITION RAILING (TYPE WB) EA 5,000.0000 15,000.00 0.000 0 215 RAIL TENSIONING ASSEMBLY EA 500.0000 1,000.00 0.000 0 216 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 6,000.00 0.000 0 217 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 38,400.00 6.000 14,400 218 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 22,500.00 1.000 2,500 219 CONCRETE BARRIER (TYPE 60C) LF 123.0000 605,160.00 0.000 0 220 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 165.0000 65,505.00 0.000 0 (F) 221 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 90.0000 160,290.00 0.000 0 (F) 222 CONCRETE BARRIER (TYPE 732B) LF 210.0000 63,000.00 0.000 0 223 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 50,570.00 0.000 0 224 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 14,700.00 0.000 0 225 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 7,995.00 0.000 0 226 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 44,850.00 0.000 0 227 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,980.00 0.000 0 (BROKEN 36-12) 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,210.00 0.000 0 (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 0.000 0 231 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 13,145.00 0.000 0 232 WELL PUMP ELECTRICAL SYSTEM LS 35,000.0000 35,000.00 0.000 0 233 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 0.100 20,000.00 0.140 28,000 235 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 0.000 0 237 MICROWAVE VEHICLE DETECTION SYSTEM LS 25,000.0000 25,000.00 0.000 0 238 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 240 RAMP METERING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.095 5,225.00 0.095 5,225 PROGRAM CAS145 PAGE 11 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-315804 TIME 10:52 AM ESTIMATE NO. 19 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 06/20/14 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 829,773.96 22,152,682.69 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,085.93 435,046.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 831,859.89 22,587,729.34 241 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 831,859.89 25,990,365.34 MATERIALS ON HAND ON SITE 410,513.88 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 36,080.79 -99,432.71 TOTAL 867,940.68 26,301,446.51 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 11/06/12 700 03/06/13 03/06/13 02/10/16 285 39 0 0 59% 41% PROGRESS IS SATISFACTORY JENNIFER WILSON RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/14