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 07/22/15 EST. NO. 020 TIME 02:20 PM R.E. NAME: IRA, ALFRED 07-1952U4 --------------------------------------------------------------------------- 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 0076 4,227.50 E.W. @ F.A.(+) 032614 N 0383.0 0078 313.79 050815 N 0402.0 0080 359.60 051815 N 0432.0 0081 317.00 042815 N 0437.0 003 0129 232.60 E.W. @ F.A.(+) 031315 N 0347.0 0133 3,282.69 060314 N 0362.0 0137 1,597.61 012815 N 0388.0 0138 172.47 032015 N 0393.0 0139 217.68 032315 N 0394.0 0140 232.60 032715 N 0395.0 0141 231.76 040615 N 0396.0 0142 231.76 040715 N 0397.0 0143 231.76 040815 N 0398.0 0144 231.76 040915 N 0399.0 0145 231.76 041015 N 0400.0 0146 209.39 041315 N 0401.0 0147 735.86 030515 N 0403.0 0148 1,501.56 031515 N 0404.0 0149 1,103.80 033015 N 0405.0 0150 1,103.80 033115 N 0406.0 0151 172.47 033115 N 0407.0 0152 1,468.21 040115 N 0408.0 0153 1,284.69 040215 N 0409.0 0154 1,438.38 041315 N 0410.0 0155 1,438.38 041415 N 0411.0 0156 1,438.38 041515 N 0412.0 0157 719.18 041615 N 0413.0 0158 734.10 041915 N 0414.0 0159 550.58 042015 N 0415.0 0160 734.10 042115 N 0416.0 0161 734.10 042215 N 0417.0 0162 1,101.16 042315 N 0418.0 0163 201.93 042415 N 0419.0 0164 231.76 042715 N 0420.0 0165 231.76 042815 N 0421.0 0166 917.64 042915 N 0422.0 0167 231.76 042915 N 0423.0 0169 1,468.21 050515 N 0425.0 0170 1,468.21 050615 N 0426.0 0171 245.20 052115 N 0427.0 004 0042 1,152.64 E.W. @ F.A.(+) 042115 N 0381.0 005 0003 26,508.19 A.C. @ U.P.(+) 071615 Y N/A 30 61,237.78 TOTAL THIS ESTIMATE 855,711.63 TOTAL PREVIOUS ESTIMATE 916,949.41 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 07/22/15 EST. NO. 020 TIME 02:20 PM R.E. NAME: IRA, ALFRED 07-1952U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING FEE -1,420.00 016 0.00 -1,420.00 LABOR COMPLIANCE VIOLATION MISSING FEB CPR'S -5,000.00 015 MISSING FEB CPR'S 5,000.00 016 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,420.00 PROGRAM CAS145 PAGE 1 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 LOCATION PROGRESS ESTIMATE 07-VEN-101-R0.1/R4.5 ----------------- SECURITY PAVING COMPANY INC IN VENTURA COUNTY NEAR THOUSAND 13170 TELFAIR AVENUE OAKS FROM VENTURA COUNTY LINE TO SYLMAR CA 91342 ROUTE 101/23 INTERCHANGE FED. AID NO. CNHP-X037(165)E WIDEN FREEWAY, RAMPS, RECONSTR MED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 0.750 5,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 630,000.00 21.000 29,400.00 376.000 526,400 004 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.750 67,500 005 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.040 20,000.00 0.740 370,000 006 TYPE III BARRICADE EA 69.0000 2,553.00 36.000 2,484 007 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 23,310.00 19.000 703.00 577.000 21,349 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,000.0000 70,000.00 33.000 231,000 009 TEMPORARY FLASHING BEACON LS 1,900.0000 1,900.00 0.040 76.00 0.550 1,045 010 TEMPORARY RAILING (TYPE K) LF 10.2500 653,950.00 2,520.000 25,830.00 28,160.000 288,640 011 TEMPORARY CRASH CUSHION MODULE EA 170.0000 93,330.00 25.000 4,250.00 480.000 81,600 012 TEMPORARY CRASH CUSHION EA 11,000.0000 77,000.00 1.000 11,000.00 8.000 88,000 (TYPE ABSORB 350) 013 TEMPORARY TRAFFIC SCREEN LF 2.0000 120,400.00 7,540.000 15,080 014 JOB SITE MANAGEMENT LS 115,000.0000 115,000.00 0.040 4,600.00 0.750 86,250 015 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.900 9,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 20,000.00 7.000 3,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,500.00 3.000 1,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 2.000 4,000 019 MOVE-IN/MOVE-OUT EA 660.0000 1,980.00 1.000 660 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 17,025.00 21,036.000 15,777 (BONDED FIBER MATRIX) 021 TEMPORARY CHECK DAM LF 3.4000 3,808.00 314.000 1,067 022 TEMPORARY DRAINAGE INLET PROTECTION EA 184.0000 20,240.00 189.000 34,776 PROGRAM CAS145 PAGE 2 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.9000 63,510.00 24,635.000 71,441 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,625.0000 7,875.00 5.000 13,125 025 STREET SWEEPING LS 200,000.0000 200,000.00 0.040 8,000.00 0.690 138,000 026 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 0.040 2,600.00 0.690 44,850 027 ASBESTOS COMPLIANCE PLAN LS 11,800.0000 11,800.00 1.000 11,800 028 TEMPORARY FENCE (TYPE ESA) LF 4.0000 21,400.00 5,985.000 23,940 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 19,360.00 4,395.000 1,758.00 24,485.000 9,794 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 5,500.0000 5,500.00 0.500 2,750 031 TREATED WOOD WASTE LB 6.0000 8,280.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 43,470.0000 43,470.00 0.040 1,738.80 0.740 32,167 033 ABANDON CULVERT (LF) LF 24.0000 18,960.00 162.500 3,900 034 ABANDON INLET EA 735.0000 16,905.00 14.000 10,290 035 REMOVE WOOD STEPS LF 80.0000 3,120.00 39.000 3,120 036 REMOVE CHAIN LINK FENCE LF 9.5000 13,395.00 1,361.000 12,929 037 REMOVE METAL BEAM GUARD RAILING LF 11.0000 28,270.00 2,680.500 29,485 038 REMOVE FLARED END SECTION EA 105.0000 210.00 2.000 210 039 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 0.050 750 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 59,100.00 2,624.000 787.20 35,300.000 10,590 041 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 4,740.00 1,126.000 2,252 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 21,775.00 6,442.000 1,610.50 56,712.000 14,178 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,860.00 258.000 516.00 611.000 1,222 044 REMOVE PAVEMENT MARKER EA 0.5000 19,900.00 635.000 317.50 6,673.000 3,336 045 REMOVE ROADSIDE SIGN EA 50.0000 600.00 11.000 550 046 REMOVE ROADSIDE SIGN EA 32.0000 416.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 047 REMOVE SIGN STRUCTURE (EA) EA 2,900.0000 14,500.00 3.000 8,700 048 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 10,500.00 5.000 10,500 049 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 3,420.00 85.000 170.00 6,290.000 12,580 PROGRAM CAS145 PAGE 3 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE OVERSIDE DRAIN EA 620.0000 620.00 1.000 620 051 REMOVE CULVERT (LF) LF 21.0000 1,302.00 93.000 1,953 052 REMOVE INLET EA 1,470.0000 11,760.00 17.000 24,990 053 REMOVE HEADWALL EA 1,300.0000 1,300.00 0.000 0 054 REMOVE RETAINING WALL (LF) LF 100.0000 70,000.00 524.770 52,477 055 REMOVE CONCRETE PAVEMENT (CY) CY 11.0000 28,270.00 45.750 503.25 285.750 3,143 056 SALVAGE METAL BRIDGE RAILING LF 6.0000 2,958.00 493.000 2,958 057 RECONSTRUCT FENCE LF 19.0000 1,159.00 0.000 0 058 RESET MISSION BELL MARKER EA 3,000.0000 3,000.00 0.000 0 059 RELOCATE ROADSIDE SIGN EA 370.0000 2,960.00 0.000 0 060 ADJUST INLET EA 1,575.0000 12,600.00 1.000 1,575.00 4.000 6,300 061 COLD PLANE RUBBERIZED HOT MIX ASPHALT SQYD 2.1000 7,518.00 0.000 0 PAVEMENT 062 REMOVE CONCRETE CURB (LF) LF 5.2500 6,825.00 181.580 953 063 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 2.7000 25,758.00 819.000 2,211 064 REMOVE CONCRETE (CURB AND GUTTER) LF 3.9000 13,884.00 2,327.000 9,075 065 REMOVE CONCRETE BARRIER LF 9.4000 104,340.00 1,260.000 11,844 066 REFINISH BRIDGE DECK SQFT 55.0000 46,035.00 0.000 0 067 REMOVE ROCK SLOPE PROTECTION CY 34.0000 2,278.00 0.000 0 068 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 66.0000 1,584.00 0.000 0 069 CORE CONCRETE (10 1/2") LF 420.0000 2,100.00 0.000 0 070 CAP INLET EA 1,260.0000 7,560.00 1.000 1,260.00 4.000 5,040 071 SAND BACKFILL CY 223.0000 12,042.00 0.000 0 072 REMOVE CRASH CUSHION EA 510.0000 2,040.00 1.000 510 073 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000 074 BRIDGE REMOVAL (PORTION), LOCATION B LS 22,000.0000 22,000.00 1.000 22,000 075 BRIDGE REMOVAL (PORTION), LOCATION C LS 23,000.0000 23,000.00 1.000 23,000 076 ROADWAY EXCAVATION CY 15.0000 709,500.00 28,200.090 423,001 PROGRAM CAS145 PAGE 4 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Z-2) CY 345.0000 4,830.00 14.000 4,830 (AERIALLY DEPOSITED LEAD) 078 ROADWAY EXCAVATION (TYPE Y-1) CY 43.0000 61,490.00 1,107.000 47,601 (AERIALLY DEPOSITED LEAD) 079 STRUCTURE EXCAVATION (BRIDGE) CY 43.0000 47,558.00 -293.800 -12,633.40 1,026.000 44,118 (F) 080 STRUCTURE EXCAVATION (RETAINING WALL) CY 31.0000 339,853.00 10,963.000 339,853 (F) 081 STRUCTURE EXCAVATION (TYPE Y-1) CY 85.0000 30,345.00 342.000 29,070 (AERIALLY DEPOSITED LEAD) 082 STRUCTURE BACKFILL (BRIDGE) CY 101.0000 70,296.00 573.000 57,873 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 61.0000 760,792.00 12,472.410 760,817 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING CY 93.0000 78,027.00 824.680 76,695 (F) WALL) 085 DITCH EXCAVATION CY 36.0000 48,240.00 49.500 1,782.00 86.700 3,121 086 IMPORTED BORROW (CY) CY 9.0000 9,540.00 1,013.000 9,117 087 ROADSIDE CLEARING LS 6,100.0000 6,100.00 0.050 305.00 0.730 4,453 088 SOIL AMENDMENT CY 36.0000 7,560.00 0.000 0 089 MULCH CY 77.0000 92,400.00 0.000 0 090 FERTILIZER (PACKET) EA 0.1300 1,573.00 0.000 0 091 ORGANIC FERTILIZER LB 3.3000 5,544.00 0.000 0 092 PLANT (GROUP H) EA 0.8000 138,400.00 0.000 0 093 PLANT (GROUP K) EA 400.0000 13,200.00 0.000 0 094 PLANT (GROUP A) EA 8.0000 89,600.00 0.000 0 095 PLANT (GROUP U) EA 160.0000 5,120.00 0.000 0 096 MAINTAIN EXISTING PLANTED AREAS LS 9,500.0000 9,500.00 0.000 0 097 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 098 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,500.0000 10,500.00 0.000 0 099 MODIFY IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0 100 CONTROL AND NEUTRAL CONDUCTORS LS 53,000.0000 53,000.00 0.150 7,950.00 0.210 11,130 101 1" ELECTRIC REMOTE CONTROL VALVE EA 440.0000 4,840.00 0.000 0 102 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 500.0000 60,000.00 0.000 0 103 2" ELECTRIC REMOTE CONTROL VALVE EA 540.0000 4,860.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOTE CONTROL VALUE ACTUATOR EA 1,700.0000 3,400.00 0.000 0 105 24 STATION IRRIGATION CONTROLLER EA 3,800.0000 7,600.00 0.000 0 (PEDESTAL MOUNTED) 106 32 STATION IRRIGATION CONTROLLER EA 3,200.0000 16,000.00 0.000 0 107 48 STATION IRRIGATION CONTROLLER EA 6,800.0000 6,800.00 0.000 0 108 3" GALVANIZED STEEL PIPE LF 180.0000 34,740.00 96.000 17,280.00 96.000 17,280 (F) (SUPPLY LINE ON BRIDGE) 109 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 32,000.00 0.000 0 CABINET 110 WATER METER EA 18,500.0000 18,500.00 0.000 0 111 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 2,500.00 0.000 0 112 2" BACKFLOW PREVENTER ASSEMBLY EA 1,900.0000 1,900.00 0.000 0 113 SPRINKLER (TYPE A-2) EA 43.0000 172.00 0.000 0 114 SPRINKLER (TYPE A-5) EA 66.0000 50,820.00 0.000 0 115 SPRINKLER (TYPE A-6) EA 48.0000 528.00 0.000 0 116 SPRINKLER (TYPE A-7) EA 67.0000 2,345.00 0.000 0 117 SPRINKLER (TYPE B-1) EA 44.0000 30,800.00 0.000 0 118 SPRINKLER (TYPE C-3) EA 31.0000 23,870.00 0.000 0 119 3" GATE VALVE EA 824.0000 1,648.00 0.000 0 120 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 25,437.00 2,000.000 6,000.00 2,000.000 6,000 (F) LINE) 121 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 28,107.00 2,000.000 6,000.00 2,000.000 6,000 (F) LINE) 122 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 34,944.00 200.000 700.00 200.000 700 (F) (SUPPLY LINE) 123 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 37,644.00 1,000.000 4,000.00 1,000.000 4,000 (F) (SUPPLY LINE) 124 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 24,356.00 0.000 0 (F) (SUPPLY LINE) 125 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 122,643.00 3,100.000 27,900.00 4,500.000 40,500 (F) (SUPPLY LINE) 126 BALL VALVE EA 400.0000 14,400.00 0.000 0 127 8" WELDED STEEL PIPE CONDUIT LF 205.0000 45,100.00 0.000 0 (.250" THICK) 128 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8000 4,824.00 0.000 0 129 HYDROMULCH SQFT 0.2000 1,206.00 0.000 0 130 FIBER ROLLS LF 3.2500 1,430.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 HYDROSEED SQFT 0.2000 1,206.00 0.000 0 132 COMPOST SQFT 0.2000 1,206.00 0.000 0 133 CLASS 2 AGGREGATE BASE (CY) CY 59.0000 18,290.00 0.000 0 134 CLASS 3 AGGREGATE BASE (CY) CY 35.0000 703,500.00 10,100.310 353,510 135 LEAN CONCRETE BASE CY 88.0000 1,135,200.00 1,165.560 102,569.28 6,106.510 537,372 136 HOT MIX ASPHALT (TYPE A-WMA) TON 98.0000 834,960.00 2,115.300 207,299.40 4,261.020 417,579 137 RUBBERIZED HOT MIX ASPHALT TON 100.0000 234,000.00 0.000 0 (GAP GRADED-WMA) 138 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.2500 1,690.00 238.800 776 (PAVING FABRIC) 139 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 1,620.00 461.000 461.00 461.000 461 140 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,490.00 168.000 168.00 168.000 168 141 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 4,710.00 3,755.000 3,755.00 3,755.000 3,755 142 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,710.00 1,275.000 1,275.00 1,275.000 1,275 143 PLACE HOT MIX ASPHALT SQYD 92.0000 644.00 0.000 0 (MISCELLANEOUS AREA) 144 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 2,975,000.00 2,430.270 413,145.90 5,312.650 903,150 145 SEAL PAVEMENT JOINT LF 3.0000 106,200.00 0.000 0 146 SEAL ISOLATION JOINT LF 3.2000 104,640.00 0.000 0 147 SEAL LONGITUDINAL JOINT LF 3.0000 34,500.00 0.000 0 148 REPAIR SPALLED JOINTS, SQYD 375.0000 28,125.00 0.000 0 POLYESTER GROUT 149 GRIND EXISTING CONCRETE SQYD 4.5000 81,450.00 17,566.000 79,047 PAVEMENT 150 FURNISH STEEL PILING (HP 14 X 89) LF 63.0000 128,331.00 -75.170 -4,735.71 2,037.000 128,331 151 DRIVE STEEL PILE (HP 14 X 89) EA 5,000.0000 240,000.00 48.000 240,000 152 16" CAST-IN-DRILLED-HOLE CONCRETE LF 41.0000 524,800.00 12,606.750 516,876 PILING (SOUND WALL) 153 24" CAST-IN-DRILLED-HOLE CONCRETE LF 90.0000 16,200.00 132.000 11,880 PILING (SOUND WALL) 154 60" CAST-IN-DRILLED-HOLE CONCRETE LF 570.0000 85,500.00 137.000 78,090 PILE (SIGN FOUNDATION) 155 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 440.0000 68,640.00 156.000 68,640 (F) 156 STRUCTURAL CONCRETE CY 940.0000 2,820.00 0.000 0 (SIGN STRUCTURE FOUNDATION) 157 STRUCTURAL CONCRETE, BRIDGE CY 588.0000 698,544.00 109.000 64,092.00 1,059.000 622,692 (F) PROGRAM CAS145 PAGE 7 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, RETAINING WALL CY 332.0000 1,442,208.00 4,127.040 1,370,177 (F) 159 STRUCTURAL CONCRETE, SOUND WALL CY 815.0000 94,540.00 12.000 9,780 (F) 160 AGGREGATE BASE (APPROACH SLAB) CY 340.0000 2,380.00 0.000 0 161 STRUCTURAL CONCRETE, APPROACH SLAB CY 560.0000 46,480.00 0.000 0 (F) (TYPE N) 162 STRUCTURAL CONCRETE, APPROACH SLAB CY 555.0000 27,750.00 0.000 0 (TYPE R) 163 MINOR CONCRETE (MINOR STRUCTURE) CY 1,520.0000 118,560.00 2.360 3,587.20 78.450 119,244 (F) 164 MINOR CONCRETE (BACKFILL) CY 126.0000 2,016.00 6.000 756 (F) 165 PAVING NOTCH EXTENSION CF 114.0000 2,166.00 0.000 0 166 DRILL AND BOND DOWEL LF 15.0000 49,125.00 235.000 3,525.00 2,717.160 40,757 167 PRESSURE GROUT REINFORCEMENT LF 51.0000 15,402.00 0.000 0 168 JOINT SEAL (MR 1/2") LF 40.0000 3,720.00 0.000 0 169 JOINT SEAL (MR 1") LF 48.0000 2,112.00 0.000 0 170 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 429,570.00 29,236.000 35,083.20 339,986.000 407,983 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 564,932.40 500,251.000 600,301 172 BAR REINFORCING STEEL LB 2.0000 820.00 0.000 0 (F) (SIGN STRUCTURE FOUNDATION) 173 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 545,040.00 70,110.000 315,495 (F) 174 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 30,280.00 70,110.000 17,527 (F) 175 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 43,750.00 717.000 25,095 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,020.00 0.000 0 (0.063"-UNFRAMED) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,000.00 0.000 0 (0.080"-UNFRAMED) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 931.00 0.000 0 (0.063"-FRAMED) 179 METAL (BARRIER MOUNTED SIGN) LB 17.0000 20,740.00 0.000 0 180 ROADSIDE SIGN - ONE POST EA 300.0000 3,900.00 0.000 0 181 ROADSIDE SIGN - TWO POST EA 415.0000 415.00 0.000 0 182 INSTALL SIGN (EXPANSION ANCHOR MOUNTING EA 1,500.0000 4,500.00 0.000 0 METHOD, BRIDGE BARRIER) 183 INSTALL SIGN (EXPANSION ANCHOR MOUNTED EA 1,230.0000 2,460.00 0.000 0 FLUSH SIGN, BRIDGE) 184 INSTALL SIGN (ACRYLIC ADHESIVE MOUNTED EA 660.0000 1,320.00 0.000 0 FLUSH SIGN, BRIDGE) PROGRAM CAS145 PAGE 8 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 898,296.00 5,011.000 70,154.00 55,011.000 770,154 (F) 186 SOUND WALL (HIGH STRENGTH MASONRY BLOCK) SQFT 15.0000 33,000.00 0.000 0 (F) 187 ACRYLIC SOUNDSTOP MASONRY SOUND WALL SQFT 50.0000 210,000.00 0.000 0 TRANSPARENT PANEL 188 18" ALTERNATIVE PIPE CULVERT LF 59.0000 37,170.00 16.000 944.00 611.000 36,049 189 24" ALTERNATIVE PIPE CULVERT LF 72.0000 20,160.00 273.500 19,692 190 18" BITUMINOUS COATED CORRUGATED STEEL LF 76.0000 9,880.00 79.600 6,049 PIPE (0.168" THICK) 191 48" BITUMINOUS COATED CORRUGATED STEEL LF 235.0000 4,230.00 7.000 1,645 PIPE (0.168" THICK) 192 12" BITUMINOUS COATED CORRUGATED STEEL LF 303.0000 12,726.00 17.500 5,302 PIPE (0.168" THICK) 193 3" PLASTIC PIPE LF 55.0000 495.00 0.000 0 194 GRATED LINE DRAIN LF 110.0000 10,230.00 0.000 0 195 18" ALTERNATIVE FLARED END SECTION EA 263.0000 1,315.00 1.000 263.00 5.000 1,315 196 24" ALTERNATIVE FLARED END SECTION EA 284.0000 284.00 1.000 284 197 ROCK SLOPE PROTECTION CY 150.0000 10,950.00 7.400 1,110.00 48.900 7,335 (FACING, METHOD B) (CY) 198 SLOPE PAVING (CONCRETE) EA 830.0000 28,220.00 0.000 0 199 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,260.00 113.800 682 200 MINOR CONCRETE (MISCELLANEOUS CY 565.0000 146,900.00 112.500 63,562 CONSTRUCTION) 201 MINOR CONCRETE (TEXTURED PAVING) CY 412.0000 148,320.00 167.700 69,092.40 167.700 69,092 202 CURB RAMP DETECTABLE WARNING SURFACE SQFT 39.0000 1,599.00 0.000 0 203 MISCELLANEOUS IRON AND STEEL LB 1.5000 27,522.00 2,282.000 3,423 (F) 204 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 1,140.00 0.000 0 205 DELINEATOR (CLASS 1) EA 50.0000 2,650.00 0.000 0 206 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 65,260.00 1,862.500 48,425.00 1,862.500 48,425 207 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 46,200.00 0.000 0 208 PIPE HANDRAILING LF 114.0000 29,640.00 0.000 0 (F) 209 CABLE RAILING LF 16.0000 10,080.00 0.000 0 (F) 210 TRANSITION RAILING (TYPE WB) EA 3,400.0000 13,600.00 0.000 0 211 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 5,800.00 3.000 2,175.00 3.000 2,175 PROGRAM CAS145 PAGE 9 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 7,000.00 0.000 0 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,575.0000 23,175.00 3.000 7,725.00 3.000 7,725 214 CRASH CUSHION (REACT 4SCBS) EA 41,500.0000 249,000.00 2.000 83,000 215 CRASH CUSHION (ALTERNATIVE) EA 30,000.0000 90,000.00 0.000 0 216 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 79.0000 26,939.00 0.000 0 217 CONCRETE BARRIER (TYPE 60) LF 33.0000 100,320.00 7.000 231 218 CONCRETE BARRIER (TYPE 60C) LF 62.0000 356,500.00 0.000 0 219 CONCRETE BARRIER (TYPE 60D) LF 58.0000 64,380.00 117.410 6,809 220 CONCRETE BARRIER (TYPE 60W) LF 180.0000 88,200.00 0.000 0 221 CONCRETE BARRIER (TYPE 60GE) LF 300.0000 15,000.00 0.000 0 222 CONCRETE BARRIER (TYPE 60CW) LF 193.0000 50,180.00 0.000 0 223 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 150.0000 24,000.00 0.000 0 224 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 71.0000 226,987.00 130.000 9,230.00 2,747.000 195,037 (F) 225 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 97.0000 49,567.00 66.000 6,402.00 395.000 38,315 (F) 226 CONCRETE BARRIER (TYPE 736B) LF 122.0000 9,760.00 76.000 9,272.00 76.000 9,272 227 CONCRETE BARRIER (TYPE 736SV) LF 112.0000 343,840.00 30.000 3,360.00 2,918.000 326,816 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 34,760.00 0.000 0 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,170.00 0.000 0 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 13,840.00 0.000 0 231 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 5,880.00 0.000 0 (BROKEN 12-3) 232 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 8,760.00 0.000 0 233 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 47,430.00 0.000 0 (BROKEN 36-12) 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,143.00 0.000 0 (BROKEN 17-7) 235 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 46,830.00 32,197.000 6,761.37 156,384.000 32,840 236 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 8,029.00 43.000 133.30 1,022.000 3,168 237 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 30,030.00 1,224.000 1,285.20 5,300.000 5,565 238 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 31,920.00 511.000 1,430.80 2,275.000 6,370 PROGRAM CAS145 PAGE 10 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,700.0000 2,700.00 0.710 1,917 SYSTEM ELEMENTS DURING CONSTRUCTION 240 LIGHTING (TEMPORARY) LS 119,000.0000 119,000.00 0.200 23,800.00 0.880 104,720 241 SOFFIT LIGHTING LS 25,000.0000 25,000.00 0.800 20,000 242 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 38.0000 5,320.00 0.000 0 243 MODIFY COMMUNICATION SYSTEM LS 143,000.0000 143,000.00 0.700 100,100 244 TEMPORARY COMMUNICATION SYSTEM LS 62,000.0000 62,000.00 1.000 62,000 245 ELECTRIC SERVICE (IRRIGATION) LS 14,000.0000 14,000.00 0.400 5,600 246 MODIFY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 0.100 25,000.00 0.220 55,000 247 MODIFY LIGHTING AND SIGN ILLUMINATION LS 230,000.0000 230,000.00 0.180 41,400.00 0.900 207,000 PROGRAM CAS145 PAGE 11 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 02:20 PM ESTIMATE NO. 020 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,336,167.19 13,590,471.39 ADJUSTMENT OF COMPENSATION 26,508.19 291,008.19 EXTRA WORK 34,729.59 625,941.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,397,404.97 14,507,420.80 248 MOBILIZATION LS 1,665,420.0000 1,665,420.00 1.000 1,665,420 ORIGINAL CONTRACT AMOUNT 24,660,757.40 TOTAL WORK COMPLETED 1,397,404.97 16,172,840.80 MATERIALS ON HAND ON SITE 52,312.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,420.00 TOTAL 1,397,404.97 16,223,733.21 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 12/12/13 700 02/05/14 00/00/00 01/18/17 347 13 11 0 61% 49% PROGRESS IS SATISFACTORY IRA, ALFRED RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/15