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 12/22/14 EST. NO. 040 TIME 01:20 PM R.E. NAME: NGUYEN, IRVIN 12-0F0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0063 340.82 E.W. @ F.A.(+) 061013 N 0231.0 0064 1,431.80 062413 N 0256.0 0065 2,832.07 072214 N 0702.1 0066 8,412.72 062513 N 0305.0 13,017.41 TOTAL THIS ESTIMATE 1,357,591.47 TOTAL PREVIOUS ESTIMATE 1,370,608.88 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 12/22/14 EST. NO. 040 TIME 01:20 PM R.E. NAME: NGUYEN, IRVIN 12-0F0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -5,000.00 006 OUT OF STATE INSPECT -5,000.00 012 SURVEY-RESTACKING -2,840.00 022 MATERIAL NONCOMPLIAN -1,680.00 033 NON COMPL CONCRETE -560.00 038 HMS REDUCED PAYMENT -62,544.30 040 RESTAKING FEES -19,437.50 040 -81,981.80 -97,061.80 LABOR COMPLIANCE VIOLATION PAYROLL RECD DESCREP -3,000.00 011 RECD PR DECREPANCIES 3,000.00 012 MARINA LANDSCAPE PR -1,500.00 015 DELINQUENT PAYROLL R -2,000.00 017 RETURN DEDUCTIONS 1,500.00 017 DELINQ CPR, ETC -3,500.00 020 RET FINAL NOTICE DED 2,000.00 021 CC MYERS,DRILL TECH. -5,000.00 024 DELINQUENT CPR -6,000.00 027 PAYROLL DISCREPANCY -10,000.00 030 CCMEYERS HILIGHT ELC -10,000.00 037 RET MARINA&DRILLTECH 3,500.00 040 3,500.00 -31,000.00 TOTAL DEDUCTIONS -78,481.80 -128,061.80 PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 LOCATION PROGRESS ESTIMATE 12-ORA-57-12.3/15.2 ----------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM PO BOX 2948 0.3 MILE SOUTH OF KATELLA AVENUE RANCHO CORDOVA CA 95741-2948 UNDERCROSSING TO 0.3 MILE NORTH OF LINCOLN AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN NB ROUTE 57 AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.750 5,625 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 1,352,000.00 552.000 1,435,200 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 12,800.00 1,458.500 14,585 004 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 005 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 1.000 7,000 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.0000 21,400.00 75.000 75.00 18,483.000 18,483 007 TEMPORARY SILT FENCE LF 2.0000 2,740.00 400.000 800.00 2,275.000 4,550 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 15,000.00 19.000 57,000 010 TEMPORARY CHECK DAM LF 2.0000 3,280.00 172.000 344.00 2,024.000 4,048 011 MOVE-IN/MOVE-OUT EA 500.0000 3,500.00 13.000 6,500 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 8,200.00 43.000 8,600 013 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 33,250.00 42,458.000 29,720 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 015 TEMPORARY HYDROSEED SQYD 0.7000 9,240.00 11,476.000 8,033 016 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 3.000 1,500.00 36.000 18,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 9,100.00 2.000 700.00 2.000 700 019 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.500 25,000 020 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 021 TYPE III BARRICADE EA 100.0000 500.00 18.000 1,800 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,600.00 523.000 15,690 PROGRAM CAS145 PAGE 2 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000 024 TEMPORARY RAILING (TYPE K) LF 9.0000 361,800.00 42,537.000 382,833 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 323.000 80,750 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 66,400.00 15,580.000 31,160 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 57,600.00 124,449.000 56,002 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 45.0000 1,980.00 43.100 1,939 029 REMOVE CHAIN LINK FENCE LF 6.0000 10,020.00 2,707.000 16,242 030 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,100.00 2,686.000 26,860 031 REMOVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 55,300.00 108.000 37.80 57,873.000 20,255 033 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 1,220.00 1,477.000 1,477.00 1,477.000 1,477 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 36,400.00 60,899.000 21,314 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 1,230.00 -794.000 -794.00 1,188.000 1,188 036 REMOVE PAVEMENT MARKER EA 1.0000 21,900.00 12,274.000 12,274 037 REMOVE ROADSIDE SIGN EA 175.0000 10,150.00 58.000 10,150 038 REMOVE ROADSIDE SIGN EA 100.0000 2,900.00 29.000 2,900 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 6.000 30,000 040 REMOVE SIGN PANEL (OVERHEAD) EA 1,000.0000 4,000.00 4.000 4,000 041 REMOVE BRIDGE MOUNTED SIGN EA 1,000.0000 3,000.00 3.000 3,000 042 REMOVE PIPE LF 30.0000 45,900.00 1,415.000 42,450 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 REMOVE INLET EA 1,000.0000 21,000.00 21.000 21,000 045 REMOVE ROCK BLANKET SQYD 15.0000 2,400.00 2,907.200 43,608 046 SALVAGE METAL BRIDGE RAILING LF 10.0000 4,970.00 497.000 4,970 047 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 2.000 500 048 ADJUST INLET EA 1,700.0000 3,400.00 2.000 3,400 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 6,720.00 1,496.000 11,968 PROGRAM CAS145 PAGE 3 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 10.0000 830.00 1,009.500 10,095 051 REMOVE CONCRETE (CHANNEL) CY 500.0000 550.00 1.100 550 052 REMOVE UNSOUND CONCRETE CF 100.0000 6,000.00 0.000 0 053 CLEAN BRIDGE DECK SQFT 0.3000 5,325.00 17,750.000 5,325 054 REMOVE CONCRETE (MISCELLANEOUS) CY 250.0000 1,375.00 5.500 1,375 055 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 1.000 25,000 056 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 057 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 058 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 059 ROADWAY EXCAVATION CY 13.0000 938,600.00 93,025.000 1,209,325 060 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 061 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 35,500.00 355.000 35,500 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 153,450.00 5,150.000 154,500 (F) 063 STRUCTURE EXCAVATION (TIEBACK WALL) CY 30.0000 30,300.00 1,010.000 30,300 (F) 064 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,800.00 208.000 20,800 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 180,630.00 6,021.000 180,630 (F) 066 STRUCTURE BACKFILL (TIEBACK WALL) CY 60.0000 1,980.00 33.000 1,980 (F) 067 LEAN CONCRETE BACKFILL CY 100.0000 9,800.00 98.000 9,800 (F) 068 DITCH EXCAVATION CY 14.0000 13,580.00 970.000 13,580 069 IMPORTED BORROW (CY) CY 0.3000 10,230.00 2,121.650 636 070 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 071 MAINTAIN EXISTING PLANTED AREAS LS 12,000.0000 12,000.00 1.000 12,000 072 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 1.000 7,000 073 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.050 15,000.00 0.950 285,000 074 3" SUPPLY LINE (BRIDGE) LF 60.0000 14,400.00 340.000 20,400 075 IRRIGATION SLEEVE LF 15.0000 990.00 84.000 1,260 076 10" CORRUGATED HIGH DENSITY LF 25.0000 5,750.00 93.000 2,325.00 230.000 5,750 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EXTEND 8" CONDUIT LF 45.0000 28,800.00 660.000 29,700 078 BOOSTER PUMP EA 30,000.0000 30,000.00 0.900 27,000 079 CLASS 2 AGGREGATE SUBBASE CY 26.0000 212,160.00 12,021.700 312,564 080 CLASS 2 AGGREGATE BASE CY 22.0000 292,600.00 13,005.880 286,129 081 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 4,000.00 0.000 0 082 ASPHALTIC EMULSION (CURING SEAL) TON 600.0000 12,000.00 0.000 0 083 LEAN CONCRETE BASE CY 130.0000 531,700.00 6,261.990 814,058 084 HOT MIX ASPHALT (TYPE A) TON 70.0000 462,700.00 79.730 5,581.10 6,224.470 435,712 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 353,600.00 5,214.620 417,169 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,880.00 770.000 3,080.00 770.000 3,080 087 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 16,480.00 2,035.000 8,140.00 3,536.000 14,144 088 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,320.00 394.000 1,576.00 394.000 1,576 089 TACK COAT TON 700.0000 14,000.00 16.190 11,333 090 JOINTED PLAIN CONCRETE PAVEMENT CY 155.0000 1,906,500.00 17,691.850 2,742,236 091 SEAL PAVEMENT JOINT LF 2.4000 103,200.00 30,198.000 72,475 092 SEAL ISOLATION JOINT LF 7.5000 103,500.00 14,693.000 110,197 093 REPAIR SPALLED JOINTS SQYD 280.0000 50,400.00 0.000 0 094 FURNISH STEEL PILING (HP 10 X 42) LF 30.0000 18,570.00 619.000 18,570 095 DRIVE STEEL PILE (HP 10 X 42) EA 2,300.0000 25,300.00 11.000 25,300 096 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 77,310.00 859.000 77,310 097 FURNISH PILING (CLASS 90) LF 22.0000 32,252.00 1,421.060 31,263 (ALTERNATIVE X) 098 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,800.0000 59,400.00 33.000 59,400 099 FURNISH PILING (CLASS 140) LF 22.0000 33,462.00 1,521.000 33,462 (ALTERNATIVE X) 100 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 2,400.0000 62,400.00 26.000 62,400 101 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000 102 TIEBACK ANCHOR EA 1,500.0000 237,000.00 158.000 237,000 103 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 40,000.00 100.000 40,000 (F) PROGRAM CAS145 PAGE 5 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 459,000.00 765.000 459,000 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 976,800.00 3,279.000 983,700 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 41,500.00 83.000 41,500 (F) (TYPE N) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 48,000.00 96.400 57,840 (TYPE R) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 97,000.00 98.080 98,080 (F) 109 PAVING NOTCH EXTENSION CF 180.0000 10,260.00 70.000 12,600 110 ARCHITECTURAL TREATMENT (FLOWER PATTERN) SQFT 1.0000 39,365.00 35,428.500 35,428 (F) 111 DRILL AND BOND DOWEL LF 40.0000 3,200.00 80.000 3,200 112 RAPID SETTING CONCRETE (PATCH) CF 200.0000 12,000.00 0.000 0 113 JOINT SEAL (MR 1") LF 60.0000 4,500.00 88.830 5,329 114 JOINT SEAL (MR 2") LF 80.0000 6,560.00 95.000 7,600 115 BAR REINFORCING STEEL (BRIDGE) LB 0.7800 173,550.00 222,500.000 173,550 (F) 116 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 332,720.00 417,780.680 334,224 (F) 117 SHOTCRETE CY 450.0000 159,300.00 354.000 159,300 (F) 118 TREAT BRIDGE DECK SQFT 0.6000 10,650.00 17,750.000 10,650 (F) 119 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 16,000.00 200.000 16,000 120 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000 121 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 40,000.00 20,000.000 40,000 (F) WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7500 15,000.00 20,000.000 15,000 (F) WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 243,000.00 81,000.000 243,000 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 16,200.00 81,000.000 16,200 (F) 125 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 1.3000 6,500.00 5,000.000 6,500 (F) WITHOUT WALKWAY) 126 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.6000 3,000.00 5,000.000 3,000 (F) WITHOUT WALKWAY) 127 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 35,280.00 1,954.300 35,177 128 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,080.00 60.000 1,080 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 8,800.00 872.000 8,720 (0.063"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,740.00 335.000 3,685 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 468.00 36.000 468 (0.063"-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,920.00 278.000 3,892 (0.080"-FRAMED) 133 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 880.0000 15,840.00 19.000 16,720 (SIGN FOUNDATION) 134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 71.000 71,000 (SIGN FOUNDATION) 135 METAL (WALL MOUNTED SIGN) LB 34.0000 10,200.00 300.000 10,200 136 METAL (RAIL MOUNTED SIGN) LB 9.0000 25,200.00 2,800.000 25,200 137 ROADSIDE SIGN - ONE POST EA 325.0000 20,800.00 34.000 11,050 138 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 4.000 2,400 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,950.00 17.000 2,550 METHOD) 140 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 11,850.00 789.000 11,835 141 INSTALL ROADSIDE SIGN PANEL ON EA 230.0000 4,140.00 4.000 920 EXISTING POST 142 18" ALTERNATIVE PIPE CULVERT LF 62.0000 83,080.00 1,201.200 74,474 143 24" ALTERNATIVE PIPE CULVERT LF 90.0000 13,500.00 194.500 17,505 144 36" ALTERNATIVE PIPE CULVERT LF 98.0000 27,440.00 285.000 27,930 145 48" ALTERNATIVE PIPE CULVERT LF 137.0000 30,140.00 306.000 41,922 146 18" REINFORCED CONCRETE PIPE LF 252.0000 2,016.00 7.400 1,864 147 24" REINFORCED CONCRETE PIPE LF 140.0000 6,020.00 53.500 7,490 148 36" REINFORCED CONCRETE PIPE LF 223.0000 11,596.00 42.000 9,366 149 48" REINFORCED CONCRETE PIPE LF 269.0000 16,409.00 44.000 11,836 150 18" CORRUGATED STEEL PIPE (.064" THICK) LF 108.0000 8,100.00 19.700 2,127 151 24" CORRUGATED STEEL PIPE (.079" THICK) LF 425.0000 3,825.00 9.000 3,825 152 48" CORRUGATED STEEL PIPE (.079" THICK) LF 1,360.0000 16,320.00 11.400 15,504 153 3" PLASTIC PIPE LF 25.0000 6,000.00 103.000 2,575 154 18" ALTERNATIVE FLARED END SECTION EA 700.0000 2,100.00 0.000 0 155 18" AUTOMATIC DRAINAGE GATE EA 2,000.0000 4,000.00 1.000 2,000 156 24" PRECAST CONCRETE PIPE MANHOLE LF 200.0000 1,200.00 5.670 1,134 157 ROCK SLOPE PROTECTION CY 275.0000 9,900.00 7.100 1,952 (FACING, METHOD B) PROGRAM CAS145 PAGE 7 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SLOPE PAVING (CONCRETE) CY 600.0000 20,400.00 34.000 20,400 (F) 159 MINOR CONCRETE (CHANNEL LINING) CY 215.0000 43,000.00 194.600 41,839 160 ROCK SLOPE PROTECTION FABRIC SQYD 40.0000 3,840.00 12.000 480 161 MINOR CONCRETE (CURB) LF 32.0000 19,200.00 574.500 18,384 162 MINOR CONCRETE (GUTTER) LF 23.0000 89,930.00 3,910.000 89,930 (F) 163 MINOR CONCRETE (PATTERNED) CY 700.0000 98,000.00 12.130 8,491.00 94.130 65,891 164 MISCELLANEOUS IRON AND STEEL LB 1.2000 21,120.00 16,025.000 19,230 (F) 165 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 18,000.00 2,000.000 18,000 (F) 166 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 40,600.00 2,758.000 55,160 167 5' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 3,000.00 1.000 1,000 168 6' CHAIN LINK GATE (TYPE CL-6) EA 1,050.0000 1,050.00 2.000 2,100 169 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 10,500.00 1.000 1,500 170 DELINEATOR (CLASS 1) EA 35.0000 6,300.00 0.000 0 171 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 10,000.00 562.500 14,062 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 41,250.00 -2.100 -115.50 500.630 27,534 173 CHAIN LINK RAILING (TYPE 7) LF 67.0000 25,996.00 345.300 23,135 (F) 174 CABLE RAILING LF 9.0000 35,280.00 3,920.000 35,280 (F) 175 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 7.000 21,000 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 5.000 3,250 177 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 2.000 6,400 178 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 21,600.00 7.000 18,900 179 CONCRETE BARRIER (TYPE 60) LF 62.0000 35,340.00 585.000 36,270 180 CONCRETE BARRIER (TYPE 60D) LF 38.0000 31,388.00 826.000 31,388 (F) 181 CONCRETE BARRIER (TYPE 736) LF 75.0000 41,475.00 553.000 41,475 (F) 182 CONCRETE BARRIER (TYPE 736B) LF 105.0000 326,550.00 3,110.000 326,550 183 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 58,520.00 11,806.000 5,194.64 44,008.000 19,363 184 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,000.00 1,739.000 1,739.00 14,894.000 14,894 PROGRAM CAS145 PAGE 8 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 13,825.00 3,323.000 11,630.50 3,995.000 13,982 186 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 38,520.00 222,932.000 40,127 187 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.0000 1,220.00 1,451.000 1,451 188 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,970.00 4,916.000 4,916 189 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 21,400.00 1,129.000 2,258.00 7,869.000 15,738 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 0.060 22,500.00 0.940 352,500 192 CHANGEABLE MESSAGE SIGN (MODIFY) LS 15,000.0000 15,000.00 0.100 1,500.00 0.700 10,500 193 COMMUNICATION SYSTEM LS 180,000.0000 180,000.00 0.930 167,400 194 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 30.0000 14,100.00 0.000 0 (F) 195 BOOSTER PUMP ELECTRICAL SYSTEM LS 18,000.0000 18,000.00 0.200 3,600.00 0.960 17,280 196 TEMPORARY MICROWAVE VEHICLE LS 200,000.0000 200,000.00 0.960 192,000 DETECTION SYSTEM 197 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 0.330 3,300.00 0.760 7,600 198 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.200 4,000.00 0.810 16,200 199 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.080 1,600.00 0.800 16,000 200 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 0.210 252 (MODIFY (LOCATION 1) 201 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.410 8,200 (MODIFY (LOCATION 2) 202 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,000.0000 45,000.00 0.610 27,450 (MODIFY (LOCATION 3) 203 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 0.240 288 (MODIFY (LOCATION 4) 204 RAMP METERING SYSTEM (LOCATION 1A) LS 20,000.0000 20,000.00 0.410 8,200.00 0.700 14,000 205 RAMP METERING SYSTEM (LOCATION 2A) LS 29,000.0000 29,000.00 0.070 2,030.00 0.560 16,240 206 RAMP METERING SYSTEM (LOCATION 3A) LS 22,000.0000 22,000.00 0.180 3,960.00 0.620 13,640 207 RAMP METERING SYSTEM (LOCATION 1B) LS 20,000.0000 20,000.00 0.240 4,800.00 0.650 13,000 208 RAMP METERING SYSTEM (LOCATION 2B) LS 24,000.0000 24,000.00 0.270 6,480.00 0.680 16,320 209 RAMP METERING SYSTEM (LOCATION 3B) LS 23,000.0000 23,000.00 0.330 7,590.00 0.750 17,250 210 TEMPORARY COMMUNICATION SYSTEM LS 55,000.0000 55,000.00 0.000 0 211 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 0.480 11,520 (LOCATION 1A) (STAGE 1,2 AND 3) PROGRAM CAS145 PAGE 9 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0 (LOCATION 1A) (STAGE 4) 213 TEMPORARY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 0.130 780 (LOCATION 1B) (STAGE 1 AND 2) 214 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.630 8,820 (LOCATION 1B) (STAGE 3) 215 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.700 3,500.00 0.790 3,950 (LOCATION 1B) (STAGE 4) 216 TEMPORARY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 0.560 19,040 (LOCATION 2A) (STAGE 1) 217 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 0.000 0 (LOCATION 2A) (STAGE 2) 218 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0 (LOCATION 2A) (STAGE 3) 219 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.660 9,240 (LOCATION 2B) (STAGE 1) 220 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0 (LOCATION 2B) (STAGE 2) 221 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 0.200 4,800.00 0.880 21,120 (LOCATION 3A) (STAGE 1) 222 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 0.000 0 (LOCATION 3A) (STAGE 2) 223 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0 (LOCATION 3A) (STAGE 3) 224 TEMPORARY RAMP METERING SYSTEM LS 19,000.0000 19,000.00 0.620 11,780 (LOCATION 3B) (STAGE 1) 225 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.400 2,000.00 0.550 2,750 (LOCATION 3B) (STAGE 2 AND 3) 226 COPPER THEFT PREVENTION LS 3,000.0000 3,000.00 0.000 0 227 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 0.000 0 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 TEMPORARY CONCRETE WASHOUT BIN LS 20,000.0000 20,000.00 1.000 20,000 230 SAND BACKFILL CY 100.0000 1,200.00 12.000 1,200 231 6" DIA WELDED STEEL PIPE CASING LF 80.0000 6,000.00 80.000 6,400 (BRIDGE) 232 MINOR CONCRETE (CURB AND GUTTER) LF 60.0000 2,160.00 0.000 0 233 MINOR CONCRETE (CURB RAMP) LF 500.0000 3,000.00 0.000 0 234 CURB RAMP DETECTABLE WARNING SURFACE SQFT 35.0000 2,240.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 01:20 PM ESTIMATE NO. 040 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 148,899.54 16,043,124.15 ADJUSTMENT OF COMPENSATION 0.00 621,936.00 EXTRA WORK 13,017.41 748,672.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 161,916.95 17,413,733.03 235 MOBILIZATION LS 1,390,000.0000 1,390,000.00 1.000 1,390,000 ORIGINAL CONTRACT AMOUNT 16,391,217.00 TOTAL WORK COMPLETED 161,916.95 18,803,733.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -78,481.80 -128,061.80 TOTAL 83,435.15 18,675,671.23 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 11/17/11 520 01/19/12 01/11/12 01/15/15 690 42 98 32 98% 100% PROGRESS IS SATISFACTORY NGUYEN, IRVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/14