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 03/20/15 EST. NO. 024 TIME 02:01 PM R.E. NAME: STREATER, HAL 04-0A1854 --------------------------------------------------------------------------- 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 0075 657.51 E.W. @ F.A.(+) 080713 N 0082.0 0076 5,221.27 093013 N 0088.0 0095 3,116.73 021814 N 0180.0 0151 267.97 062514 N 0346.0 0176 1,220.90 121214 N 0542.0 0201 753.11 100314 N 0419.0 0206 6,243.91 101614 N 0453.0 0213 518.02 122214 N 0555.0 0214 1,272.90 122614 N 0557.0 0216 352.94 011115 N 0560.0 0217 403.36 011215 N 0561.0 0218 317.65 011415 N 0563.0 006 0010 631.13 E.W. @ F.A.(+) 030315 N 0554.0 0011 757.35 012915 N 0569.0 009 0023 22,865.85 E.W. @ F.A.(+) 102014 N 0515.0 0025 11,396.03 102714 N 0522.0 0030 2,658.29 100314 N 0415.0 0032 16,815.86 102814 N 0525.0 012 0048 466.43 E.W. @ F.A.(+) 062514 N 0347.0 0068 259.01 122214 N 0556.0 0069 259.01 122614 N 0558.0 0070 403.36 011215 N 0562.0 0071 252.11 011415 N 0564.0 0073 302.52 011615 N 0566.0 0074 482.45 012315 N 0567.0 0075 352.94 012615 N 0568.0 0076 2,396.57 020415 N 0577.0 0077 388.53 020615 N 0581.0 0078 129.51 020915 N 0583.0 0079 1,936.60 022315 N 0594.0 0080 275.83 022515 N 0596.0 013 0021 955.52 E.W. @ F.A.(+) 061914 N 0342.0 0029 2,762.67 012815 N 0571.0 0030 4,529.29 012915 N 0573.0 0031 5,073.88 021015 N 0584.0 0032 3,263.68 021115 N 0585.0 0033 2,697.41 022315 N 0593.0 015 0001 10,156.62 E.W. @ F.A.(+) 081913 N 0061.0 021 0003 27,250.28 E.W. @ F.A.(+) 120314 N 0537.0 0006 3,223.41 110414 N 0492.0 0012 2,699.37 020215 N 0575.0 022 0019 5,627.02 E.W. @ F.A.(+) 020515 N 0580.0 026 0030 369.38 E.W. @ F.A.(+) 061314 N 0332.0 0040 12,017.50 062514 N 0350.0 0075 479.34 100614 N 0420.0 0076 507.23 100714 N 0421.0 0081 108.32 101414 N 0446.0 035 0001 35,194.31 E.W. @ L.S.(+) 022015 N 035001 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/20/15 EST. NO. 024 TIME 02:01 PM R.E. NAME: STREATER, HAL 04-0A1854 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 200,290.88 TOTAL THIS ESTIMATE 1,083,582.03 TOTAL PREVIOUS ESTIMATE 1,283,872.91 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 03/20/15 EST. NO. 024 TIME 02:01 PM R.E. NAME: STREATER, HAL 04-0A1854 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 LOCATION PROGRESS ESTIMATE 04-SON-101-7.1/8.1 ----------------- GHILOTTI CONSTRUCTION COMPANY IN SONOMA COUNTY IN PETALUMA FROM INC 0.6 MILE SOUTH TO 0.4 MILE NORTH 246 GHILOTTI AVENUE OF OLD REDWOOD HIGHWAY OVERCROSSING SANTA ROSA CA 95407 FED. AID NO. N O N E RECONSTRUCT 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 4,000.0000 4,000.00 0.718 2,872 002 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 5,120.00 639.000 5,112 003 TEMPORARY RETAINING WALL SQFT 8.0000 194,400.00 1,800.000 14,400.00 22,413.000 179,304 004 12" TEMPORARY CULVERT LF 60.0000 4,200.00 70.000 4,200 005 18" TEMPORARY CULVERT LF 70.0000 3,710.00 53.000 3,710 006 TEMPORARY DIVERSION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 007 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 008 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500 PREVENTION PLAN 009 DEWATERING AND NON-STORM WATER LS 15,000.0000 15,000.00 0.800 12,000 DISCHARGE CONTROL 010 TEMPORARY FIBER ROLL LF 3.5000 99,750.00 1,505.000 5,267.50 11,244.000 39,354 011 TEMPORARY SILT FENCE LF 3.5000 13,860.00 1,775.000 6,212.50 15,670.000 54,845 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 15.000 22,500 013 TEMPORARY CHECK DAM LF 5.0000 9,100.00 935.000 4,675 014 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500.00 13.000 6,500 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 6,400.00 2.000 200.00 47.000 4,700 016 STREET SWEEPING LS 1,000.0000 1,000.00 0.900 900 017 TEMPORARY HYDROSEED SQYD 1.0000 43,700.00 532.000 532.00 57,718.000 57,718 018 WATER QUALITY MONITORING REPORT EA 300.0000 4,500.00 0.000 0 019 RAIN EVENT ACTION PLAN EA 500.0000 67,500.00 24.000 12,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 24,600.00 15.000 4,500 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 9,000.00 3.000 900 PROGRAM CAS145 PAGE 2 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TIME-RELATED OVERHEAD (LS) LS 625,000.0000 625,000.00 0.925 578,125 024 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.750 22,500 025 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.970 242,500 026 TYPE III BARRICADE EA 75.0000 5,175.00 38.000 2,850 027 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.8000 13,032.00 425.000 765.00 3,859.000 6,946 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,590.00 2,637.000 1,186.65 73,962.000 33,282 029 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,750.00 301.000 7,525 030 TEMPORARY PAVEMENT MARKER EA 2.7000 3,402.00 160.000 432.00 1,762.000 4,757 031 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 032 TEMPORARY RAILING (TYPE K) LF 10.0000 270,000.00 23,740.000 237,400 033 TEMPORARY CRASH CUSHION MODULE EA 70.0000 10,500.00 104.000 7,280 034 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,300.0000 59,800.00 40.000 52,000 SYSTEM (TYPE 1) 035 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,300.0000 18,400.00 8.000 18,400 SYSTEM (TYPE 2) 036 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.950 2,850 037 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.7000 6,642.00 3,848.000 10,389 STRIPE (HAZARDOUS WASTE) 038 TREATED WOOD WASTE LB 0.0500 835.00 16,700.000 835 039 NOISE MONITORING LS 1,500.0000 1,500.00 1.000 1,500 040 ABANDON CULVERT (LF) LF 15.0000 8,850.00 0.000 0 041 ABANDON INLET EA 1,000.0000 1,000.00 1.000 1,000 042 REMOVE FENCE LF 6.0000 29,040.00 4,840.000 29,040 043 REMOVE GATE EA 500.0000 1,500.00 3.000 1,500 044 REMOVE METAL BEAM GUARD RAILING LF 6.0000 6,900.00 1,276.000 7,656 045 REMOVE FLARED END SECTION EA 50.0000 600.00 10.000 500 046 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 18,655.00 4,554.000 1,593.90 30,041.000 10,514 047 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 684.00 315.000 567.00 1,843.000 3,317 048 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,352.00 11,534.000 4,036 049 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8000 8,064.00 1,556.000 2,800 PROGRAM CAS145 PAGE 3 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAVEMENT MARKER EA 1.8000 2,736.00 390.000 702.00 1,110.000 1,998 051 REMOVE ROADSIDE SIGN EA 80.0000 4,480.00 49.000 3,920 052 REMOVE PIPE (LF) LF 20.0000 19,400.00 495.000 9,900 053 REMOVE INLET EA 500.0000 4,500.00 4.000 2,000 054 REMOVE HEADWALL EA 500.0000 6,000.00 9.000 4,500 055 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000 056 REMOVE CONCRETE PAVEMENT AND BASE SQYD 15.0000 4,350.00 0.000 0 057 RESET ROADSIDE SIGN EA 200.0000 600.00 0.000 0 058 RELOCATE FIRE HYDRANT EA 2,500.0000 5,000.00 1.000 2,500 059 RELOCATE ROADSIDE SIGN EA 200.0000 1,600.00 0.000 0 060 ADJUST INLET EA 1,000.0000 4,000.00 0.000 0 061 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 4,000.00 0.000 0 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 26,850.00 0.000 0 063 REMOVE CONCRETE BARRIER (TYPE K) LF 8.0000 7,040.00 880.000 7,040 064 CAP INLET EA 1,000.0000 1,000.00 0.000 0 065 BRIDGE REMOVAL LS 175,000.0000 175,000.00 1.000 175,000 066 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 067 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 068 ROADWAY EXCAVATION CY 17.0000 708,900.00 500.000 8,500.00 40,708.000 692,036 069 ROADWAY EXCAVATION (TYPE Y-2) CY 20.0000 17,200.00 860.000 17,200 (AERIALLY DEPOSITED LEAD) 070 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 071 ADL BURIAL LOCATION REPORT LS 1,000.0000 1,000.00 1.000 1,000 072 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 138,300.00 922.000 138,300 (F) 073 STRUCTURE EXCAVATION (TYPE D) CY 100.0000 54,700.00 547.000 54,700 (F) 074 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 71,700.00 1,053.000 78,975 (F) 075 SAND BACKFILL CY 300.0000 9,600.00 0.000 0 076 IMPORTED BORROW (CY) CY 0.0100 1,090.00 5,000.000 50.00 94,100.000 941 PROGRAM CAS145 PAGE 4 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0 078 IMPORTED TOPSOIL (CY) CY 85.0000 2,890.00 0.000 0 079 IMPORTED BIOFILTRATION SOIL CY 60.0000 83,400.00 1,390.000 83,400 080 FIBER ROLLS LF 2.5000 73,000.00 8,300.000 20,750 081 COMPOST (INCORPORATE) SQYD 4.6000 54,280.00 10,840.000 49,864 082 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 5,400.00 2.000 600 083 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 58,650.00 258,129.000 38,719 084 ROLLED EROSION CONTROL PRODUCT SQFT 0.3500 51,100.00 123,900.000 43,365 (NETTING) 085 PLANT ESTABLISHMENT WORK LS 9,000.0000 9,000.00 0.000 0 086 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,500.0000 3,500.00 0.000 0 087 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0 088 WATER METER EA 20,300.0000 20,300.00 0.000 0 089 8" CORRUGATED HIGH DENSITY LF 30.0000 75,300.00 160.000 4,800.00 2,140.000 64,200 POLYETHYLENE PIPE CONDUIT 090 CLASS 4 AGGREGATE SUBBASE CY 25.0000 555,000.00 20,447.000 511,175 091 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 580,500.00 11,507.000 517,815 092 LEAN CONCRETE BASE CY 95.0000 291,650.00 2,630.000 249,850 093 HOT MIX ASPHALT TON 80.0000 2,200,000.00 13,658.300 1,092,664 094 HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 460,750.00 0.000 0 095 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 446,250.00 0.000 0 096 DATA CORE LS 4,000.0000 4,000.00 0.000 0 097 PLACE HOT MIX ASPHALT SQYD 7.0000 26,600.00 105.000 735.00 2,228.000 15,596 (MISCELLANEOUS AREA) 098 LIQUID ASPHALT (PRIME COAT) TON 600.0000 25,800.00 0.000 0 099 TACK COAT TON 600.0000 21,600.00 6.000 3,600 100 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 119,500.00 2,390.000 119,500 (F) LOCATION A 101 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 224,350.00 4,487.000 224,350 (F) LOCATION B 102 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 317,000.00 0.000 0 (F) LOCATION C 103 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 84,300.00 1,686.000 84,300 (F) LOCATION D PROGRAM CAS145 PAGE 5 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 76,600.00 1,532.000 76,600 (F) LOCATION E 105 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 232,050.00 4,641.000 232,050 (F) LOCATION F 106 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 115,450.00 2,309.000 115,450 (F) LOCATION G 107 FURNISH PILING (CLASS 90) LF 16.0000 4,320.00 270.000 4,320 (ALTERNATIVE "X") 108 DRIVE PILE (CLASS 90) EA 1,500.0000 6,000.00 4.000 6,000 (ALTERNATIVE "X") 109 FURNISH PILING (CLASS 200) LF 16.0000 63,344.00 3,959.000 63,344 (ALTERNATIVE "X") 110 DRIVE PILE (CLASS 200) EA 1,600.0000 115,200.00 72.000 115,200 (ALTERNATIVE "X") 111 FURNISH PILING (CLASS 200) LF 20.0000 81,400.00 4,070.000 81,400 (ALTERNATIVE "X" MODIFIED) 112 DRIVE PILE (CLASS 200) EA 1,450.0000 127,600.00 88.000 127,600 (ALTERNATIVE "X" MODIFIED) 113 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 82,000.00 1,600.000 80,000 PILING (SOUND WALL) 114 PRESTRESSING CAST-IN PLACE CONCRETE LS 20,000.0000 20,000.00 1.000 20,000 (TRANSVERSE) 115 PRESTRESSING PRECAST GIRDER LS 100,000.0000 100,000.00 1.000 100,000 116 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 142,500.00 570.000 142,500 (F) 117 STRUCTURAL CONCRETE, BRIDGE CY 675.0000 970,650.00 1,438.000 970,650 (F) 118 STRUCTURAL CONCRETE, BARRIER SLAB CY 525.0000 624,750.00 236.000 123,900.00 1,190.000 624,750 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 148,000.00 160.000 148,000 (F) (TYPE N) 120 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 87,000.00 58.000 87,000 (F) 121 STRUCTURAL CONCRETE, HEADWALL CY 750.0000 900.00 1.200 900 (F) 122 STRUCTURAL CONCRETE (WINGWALL) CY 1,800.0000 25,200.00 14.000 25,200 (F) 123 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 109,200.00 63.000 81,900 (F) 124 ORNAMENTAL LOGO EA 2,000.0000 16,000.00 1.000 2,000 (F) 125 FRACTURED RIB TEXTURE SQFT 25.0000 55,025.00 2,201.000 55,025 (F) 126 FURNISH PRECAST PRESTRESSED CALIFORNIA EA 31,500.0000 630,000.00 20.000 630,000 WIDE-FLANGE GIRDER (120'-130') 127 ERECT PRECAST PRESTRESSED CALIFORNIA EA 5,000.0000 100,000.00 20.000 100,000 WIDE-FLANGE GIRDER 128 SOUND WALL (MASONRY BLOCK) SQFT 22.0000 94,820.00 4,310.000 94,820 129 JOINT SEAL (MR 2") LF 75.0000 15,450.00 202.000 15,150 130 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 403,334.00 403,334.000 403,334 (F) PROGRAM CAS145 PAGE 6 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 9,359.00 9,359.000 9,359 (F) 132 BAR REINFORCING STEEL (HEADWALL) LB 1.0000 75.00 75.000 75 (F) 133 BAR REINFORCING STEEL (WINGWALL) LB 1.0000 472.00 472.000 472 (F) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 8,400.00 0.000 0 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,860.00 0.000 0 (0.080"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 420.00 0.000 0 (0.063"-FRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 4,900.00 0.000 0 (0.080"-FRAMED) 138 METAL (RAIL MOUNTED SIGN) LB 10.0000 12,800.00 0.000 0 139 ROADSIDE SIGN - ONE POST EA 220.0000 14,300.00 0.000 0 140 ROADSIDE SIGN - TWO POST EA 400.0000 3,600.00 0.000 0 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 1,620.00 0.000 0 METHOD) 142 18" ALTERNATIVE PIPE CULVERT LF 60.0000 126,000.00 40.000 2,400.00 2,004.000 120,240 143 21" ALTERNATIVE PIPE CULVERT LF 75.0000 41,250.00 546.000 40,950 144 24" ALTERNATIVE PIPE CULVERT LF 85.0000 6,630.00 78.000 6,630 145 24" PVC CORRUGATED PIPE LF 90.0000 25,200.00 300.000 27,000 146 3" PLASTIC PIPE LF 20.0000 10,800.00 440.000 8,800 147 6" PLASTIC PIPE LF 20.0000 4,800.00 200.000 4,000 148 24" REINFORCED CONCRETE PIPE LF 150.0000 4,350.00 7.000 1,050 149 13" X 22" OVAL SHAPED REINFORCED LF 125.0000 17,500.00 140.000 17,500 CONCRETE PIPE CL 2 150 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 68,000.00 1,360.000 68,000 151 DRAINAGE INLET MARKER EA 50.0000 2,300.00 0.000 0 152 21" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200 153 18" ALTERNATIVE FLARED END SECTION EA 200.0000 2,800.00 12.000 2,400 154 24" ALTERNATIVE FLARED END SECTION EA 200.0000 600.00 3.000 600 155 MINOR CONCRETE (BACKFILL) CY 115.0000 4,830.00 24.000 2,760 156 ROCK SLOPE PROTECTION CY 150.0000 21,000.00 120.000 18,000 (LIGHT, METHOD B) (CY) 157 CONCRETE (DITCH LINING) CY 250.0000 15,000.00 64.000 16,000 PROGRAM CAS145 PAGE 7 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SLOPE PAVING (CONCRETE) CY 520.0000 37,440.00 72.000 37,440 (F) 159 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 360.00 160.000 320 160 MINOR CONCRETE (GUTTER) (LF) LF 32.0000 4,800.00 0.000 0 (F) 161 MINOR CONCRETE (MEDIUM BROOM FINISH) CY 400.0000 72,000.00 10.000 4,000 162 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 500.0000 285,000.00 237.000 118,500 AND DRIVEWAY) 163 MINOR CONCRETE (ISLAND PAVING) CY 200.0000 50,000.00 0.000 0 164 MISCELLANEOUS IRON AND STEEL LB 1.0000 14,775.00 12,510.000 12,510 (F) 165 CHAIN LINK FENCE (TYPE CL-4) LF 13.0000 2,392.00 166.000 2,158.00 166.000 2,158 (F) 166 CHAIN LINK FENCE (TYPE CL-6) LF 13.0000 37,830.00 2,910.000 37,830 167 8' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 6,000.00 1.000 1,000.00 4.000 4,000 168 SURVEY MONUMENT (TYPE A) EA 950.0000 5,700.00 0.000 0 169 DELINEATOR (CLASS 1) EA 35.0000 7,350.00 0.000 0 170 OBJECT MARKER EA 45.0000 585.00 0.000 0 171 METAL BEAM GUARD RAILING LF 52.0000 10,920.00 0.000 0 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 17,250.00 0.000 0 173 ORNAMENTAL RAILING LF 193.0000 113,870.00 590.000 113,870 (F) 174 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 70.0000 41,300.00 590.000 41,300 (F) 175 TRANSITION RAILING (TYPE WB) EA 3,100.0000 6,200.00 0.000 0 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 0.000 0 177 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 10,400.00 0.000 0 178 CONCRETE BARRIER (TYPE 60P) LF 180.0000 12,960.00 0.000 0 179 CONCRETE BARRIER (TYPE 60F) LF 200.0000 46,000.00 230.000 46,000 180 CONCRETE BARRIER (TYPE 60) LF 150.0000 43,500.00 172.000 25,800 181 CONCRETE BARRIER (TYPE 60C) LF 190.0000 370,500.00 1,466.000 278,540 182 CONCRETE BARRIER (TYPE 60D) (MOD) LF 90.0000 28,800.00 320.000 28,800 183 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 145,575.00 1,131.000 84,825 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 160.0000 64,000.00 400.000 64,000 PROGRAM CAS145 PAGE 8 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 16,290.00 0.000 0 186 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,514.00 0.000 0 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 6,705.00 0.000 0 188 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 367.50 0.000 0 (BROKEN 12-3) 189 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 19,728.00 0.000 0 190 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 185.50 0.000 0 (BROKEN 6-1) 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 6,510.00 0.000 0 (BROKEN 36-12) 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,121.00 0.000 0 (BROKEN 17-7) 193 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.7000 4,266.00 0.000 0 194 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 3,348.00 163.000 440 195 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,500.0000 3,500.00 0.250 875 SYSTEM ELEMENTS DURING CONSTRUCTION 196 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 320,000.0000 320,000.00 0.850 272,000 197 SIGNAL AND LIGHTING (CITY) (LOCATION 1) LS 56,000.0000 56,000.00 0.100 5,600 198 SIGNAL AND LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.150 18,750 199 SIGNAL AND LIGHTING (LOCATION 3) LS 180,000.0000 180,000.00 0.300 54,000.00 0.800 144,000 200 SIGNAL AND LIGHTING (CITY) (LOCATION 4) LS 77,000.0000 77,000.00 0.300 23,100.00 0.800 61,600 201 LIGHTING (CITY STREET) LS 400,000.0000 400,000.00 0.150 60,000.00 0.700 280,000 202 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.850 212,500 203 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.850 127,500 (STAGE CONSTRUCTION) 204 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.800 240,000 205 TRAFFIC OPERATIONS SYSTEM LS 45,000.0000 45,000.00 0.800 36,000 (STAGE CONSTRUCTION) 206 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 4,000.0000 12,000.00 0.500 2,000.00 0.500 2,000 UNIT 207 INTERCONNECTION CONDUIT AND CABLE (LS) LS 40,000.0000 40,000.00 0.500 20,000.00 0.500 20,000 208 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.500 1,500.00 0.500 1,500 209 VIDEO IMAGE VEHICLE DETECTOR SYSTEM LS 130,000.0000 130,000.00 0.330 42,900 210 GENERAL PACKET RADIO SYSTEM EA 6,500.0000 26,000.00 0.000 0 (WIRELESS MODEM ASSEMBLY) 211 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,500.0000 10,500.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 02:01 PM ESTIMATE NO. 024 BID OPENING 01/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 336,501.55 13,288,342.00 ADJUSTMENT OF COMPENSATION 0.00 32,852.82 EXTRA WORK 200,290.88 1,251,020.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 536,792.43 14,572,214.91 212 MOBILIZATION LS 1,900,000.0000 1,900,000.00 1.000 1,900,000 ORIGINAL CONTRACT AMOUNT 19,629,978.00 TOTAL WORK COMPLETED 536,792.43 16,472,214.91 MATERIALS ON HAND ON SITE 986,927.36 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 536,792.43 17,459,142.27 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/12/13 440 05/06/13 05/06/13 08/01/15 359 95 0 0 77% 82% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/15