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. 027 TIME 10:52 AM 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 0249 339.59 E.W. @ F.A.(+) 031615 N 0619.0 0250 403.36 031815 N 0620.0 0251 403.36 031915 N 0621.0 0252 403.36 032015 N 0622.0 0253 403.36 032415 N 0624.0 0254 403.36 032515 N 0625.0 0257 7,700.00 040715 N 0632.0 0262 1,958.02 050315 N 0648.0 0263 6,269.54 050315 N 0649.0 0264 433.89 050315 N 0650.0 0265 569.13 050715 N 0651.0 0268 210.51 041715 N 0640.1 0269 857.39 050315 N 0663.0 0270 569.13 050715 N 0665.0 0271 1,355.03 050715 N 0666.0 0272 558.94 050915 N 0667.0 0273 753.11 051115 N 0668.0 0274 100.43 061115 N 0696.0 004 0017 750.00 E.W. @ F.A.(+) 081514 N 0376.1 0018 750.00 081814 N 0377.1 006 0015 757.35 E.W. @ F.A.(+) 060815 N 0693.0 009 0034 4,999.91 E.W. @ F.A.(+) 051414 N 0292.0 012 0045 305.97 E.W. @ F.A.(+) 032514 N 0231.2 0088 677.52 051315 N 0672.0 0089 283.62 061015 N 0701.0 013 0036 1,449.29 E.W. @ F.A.(+) 041315 N 0635.0 0040 210.51 041315 N 0635.1 0041 334.88 041415 N 0636.1 0042 446.51 042015 N 0641.1 0043 7,522.52 051815 N 0674.0 0044 3,856.53 051915 N 0675.0 0045 687.74 051915 N 0676.0 0046 3,839.94 052015 N 0678.0 0047 3,588.94 052615 N 0683.0 0048 934.36 052615 N 0683.1 0049 1,861.49 060215 N 0689.0 0050 1,384.39 060315 N 0690.0 0051 2,320.09 060815 N 0698.0 0052 2,907.27 060915 N 0699.0 0053 256.28 061015 N 0702.0 015 0010 1,452.00 E.W. @ F.A.(+) 090313 N 0073.0 021 0013 1,292.12 E.W. @ F.A.(+) 031015 N 0608.0 0014 4,249.11 030915 N 0618.0 0015 3,821.12 041515 N 0637.0 0016 1,164.39 041615 N 0638.0 0017 1,715.20 041615 N 0639.0 0018 817.08 042115 N 0642.0 0019 446.51 041515 N 0637.1 0020 140.34 041615 N 0638.1 0021 2,377.94 052115 N 0679.0 0022 457.14 052815 N 0685.0 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 07/22/15 EST. NO. 027 TIME 10:52 AM 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 --------------------------------------------------------------------------- 0023 366.99 052815 N 0685.1 0024 704.57 060315 N 0691.0 0025 6,858.75 060415 N 0692.0 0026 558.19 060915 N 0694.0 0027 1,120.31 060815 N 0697.0 042 0001 430.83 E.W. @ F.A.(+) 050715 N 0652.0 0002 347.43 050615 N 0657.0 0003 490.53 050715 N 0664.0 0004 533.12 051115 N 0669.0 0005 347.43 051215 N 0670.0 0006 347.43 051315 N 0671.0 0007 2,392.14 051615 N 0673.0 0008 80.37 052015 N 0677.0 0009 12.23 052115 N 0680.0 0010 195.25 052215 N 0681.0 0011 347.43 052615 N 0682.0 0012 347.43 052815 N 0684.0 0013 218.61 052715 N 0686.0 0014 137.25 052915 N 0687.0 0015 293.79 060915 N 0700.0 97,879.65 TOTAL THIS ESTIMATE 1,456,710.60 TOTAL PREVIOUS ESTIMATE 1,554,590.25 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. 027 TIME 10:52 AM 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 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 07/22/15 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 0.100 400.00 0.918 3,672 002 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 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 11,904.000 41,664 011 TEMPORARY SILT FENCE LF 3.5000 13,860.00 15,670.000 54,845 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 16.000 24,000 013 TEMPORARY CHECK DAM LF 5.0000 9,100.00 935.000 4,675 014 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 14.000 7,000 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 6,400.00 8.000 800.00 61.000 6,100 016 STREET SWEEPING LS 1,000.0000 1,000.00 0.950 950 017 TEMPORARY HYDROSEED SQYD 1.0000 43,700.00 64,158.000 64,158 018 WATER QUALITY MONITORING REPORT EA 300.0000 4,500.00 0.000 0 019 RAIN EVENT ACTION PLAN EA 500.0000 67,500.00 27.000 13,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 021 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 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 TIME-RELATED OVERHEAD (LS) LS 625,000.0000 625,000.00 0.020 12,500.00 0.980 612,500 024 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 0.020 5,000.00 0.990 247,500 026 TYPE III BARRICADE EA 75.0000 5,175.00 6.000 450.00 56.000 4,200 027 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.8000 13,032.00 8.000 14.40 3,867.000 6,960 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,590.00 425.000 191.25 74,387.000 33,474 029 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,750.00 3.000 75.00 304.000 7,600 030 TEMPORARY PAVEMENT MARKER EA 2.7000 3,402.00 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 3,320.000 33,200.00 29,560.000 295,600 033 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 48.000 62,400 SYSTEM (TYPE 1) 035 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,300.0000 18,400.00 9.000 20,700 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 8,850.00 270.000 4,050.00 502.000 7,530 041 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 12.000 600 046 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 18,655.00 30,041.000 10,514 047 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 684.00 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 8,064.00 120.000 216.00 1,676.000 3,016 PROGRAM CAS145 PAGE 3 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 PAVEMENT MARKER EA 1.8000 2,736.00 315.000 567.00 1,425.000 2,565 051 REMOVE ROADSIDE SIGN EA 80.0000 4,480.00 56.000 4,480 052 REMOVE PIPE (LF) LF 20.0000 19,400.00 216.000 4,320.00 968.000 19,360 053 REMOVE INLET EA 500.0000 4,500.00 4.000 2,000.00 8.000 4,000 054 REMOVE HEADWALL EA 500.0000 6,000.00 12.000 6,000 055 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000 056 REMOVE CONCRETE PAVEMENT AND BASE SQYD 15.0000 4,350.00 290.000 4,350.00 290.000 4,350 057 RESET ROADSIDE SIGN EA 200.0000 600.00 0.000 0 058 RELOCATE FIRE HYDRANT EA 2,500.0000 5,000.00 2.000 5,000 059 RELOCATE ROADSIDE SIGN EA 200.0000 1,600.00 0.000 0 060 ADJUST INLET EA 1,000.0000 4,000.00 3.000 3,000.00 4.000 4,000 061 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 4,000.00 4.000 4,000.00 4.000 4,000 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 26,850.00 5,941.000 29,705.00 5,941.000 29,705 063 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 1.000 1,000 065 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 708,900.00 492.000 8,364.00 41,700.000 708,900 069 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 1,090.00 109,000.000 1,090 PROGRAM CAS145 PAGE 4 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 HIGHWAY PLANTING LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 078 IMPORTED TOPSOIL (CY) CY 85.0000 2,890.00 34.000 2,890.00 34.000 2,890 079 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 0.980 3,430.00 0.980 3,430 087 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.780 39,000.00 0.980 49,000 088 WATER METER EA 20,300.0000 20,300.00 1.000 20,300.00 1.000 20,300 089 8" CORRUGATED HIGH DENSITY LF 30.0000 75,300.00 170.000 5,100.00 2,510.000 75,300 POLYETHYLENE PIPE CONDUIT 090 CLASS 4 AGGREGATE SUBBASE CY 25.0000 555,000.00 877.000 21,925.00 22,200.000 555,000 091 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 580,500.00 697.000 31,365.00 12,900.000 580,500 092 LEAN CONCRETE BASE CY 95.0000 291,650.00 2,960.000 281,200 093 HOT MIX ASPHALT TON 80.0000 2,200,000.00 10,412.500 833,000.00 26,136.630 2,090,930 094 HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 460,750.00 3,880.000 368,600.00 3,880.000 368,600 095 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 446,250.00 3,776.220 396,503.10 3,776.220 396,503 096 DATA CORE LS 4,000.0000 4,000.00 0.000 0 097 PLACE HOT MIX ASPHALT SQYD 7.0000 26,600.00 1,072.000 7,504.00 3,800.000 26,600 (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 31.980 19,188.00 37.980 22,788 100 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 6,340.000 317,000 (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 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 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 1,230.000 645,750 (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 4.000 5,200.00 84.000 109,200 (F) 124 ORNAMENTAL LOGO EA 2,000.0000 16,000.00 5.000 10,000.00 6.000 12,000 (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 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 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 2,100.000 126,000 143 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 10,800.00 540.000 10,800 147 6" PLASTIC PIPE LF 20.0000 4,800.00 240.000 4,800 148 24" REINFORCED CONCRETE PIPE LF 150.0000 4,350.00 29.000 4,350 149 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 14.000 2,800 154 24" ALTERNATIVE FLARED END SECTION EA 200.0000 600.00 3.000 600 155 MINOR CONCRETE (BACKFILL) CY 115.0000 4,830.00 10.000 1,150.00 34.000 3,910 156 ROCK SLOPE PROTECTION CY 150.0000 21,000.00 140.000 21,000 (LIGHT, METHOD B) (CY) 157 CONCRETE (DITCH LINING) CY 250.0000 15,000.00 64.000 16,000 PROGRAM CAS145 PAGE 7 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 SLOPE PAVING (CONCRETE) CY 520.0000 37,440.00 72.000 37,440 (F) 159 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 360.00 10.000 20.00 180.000 360 160 MINOR CONCRETE (GUTTER) (LF) LF 32.0000 4,800.00 150.000 4,800 (F) 161 MINOR CONCRETE (MEDIUM BROOM FINISH) CY 400.0000 72,000.00 170.000 68,000.00 180.000 72,000 162 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 500.0000 285,000.00 173.000 86,500.00 570.000 285,000 AND DRIVEWAY) 163 MINOR CONCRETE (ISLAND PAVING) CY 200.0000 50,000.00 250.000 50,000.00 250.000 50,000 164 MISCELLANEOUS IRON AND STEEL LB 1.0000 14,775.00 738.000 738.00 14,775.000 14,775 (F) 165 CHAIN LINK FENCE (TYPE CL-4) LF 13.0000 2,392.00 18.000 234.00 184.000 2,392 (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 5.000 5,000 168 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 10,920.00 210.000 10,920.00 210.000 10,920 172 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 2.000 6,200.00 2.000 6,200 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 2.000 1,300.00 2.000 1,300 177 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 10,400.00 4.000 10,400.00 4.000 10,400 178 CONCRETE BARRIER (TYPE 60P) LF 180.0000 12,960.00 72.000 12,960.00 72.000 12,960 179 CONCRETE BARRIER (TYPE 60F) LF 200.0000 46,000.00 230.000 46,000 180 CONCRETE BARRIER (TYPE 60) LF 150.0000 43,500.00 118.000 17,700.00 290.000 43,500 181 CONCRETE BARRIER (TYPE 60C) LF 190.0000 370,500.00 484.000 91,960.00 1,950.000 370,500 182 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 1,941.000 145,575 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 160.0000 64,000.00 400.000 64,000 PROGRAM CAS145 PAGE 8 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 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 0.100 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 0.450 1,575.00 0.900 3,150 SYSTEM ELEMENTS DURING CONSTRUCTION 196 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 320,000.0000 320,000.00 0.050 16,000.00 0.950 304,000 197 SIGNAL AND LIGHTING (CITY) (LOCATION 1) LS 56,000.0000 56,000.00 0.650 36,400.00 0.750 42,000 198 SIGNAL AND LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.600 75,000.00 0.850 106,250 199 SIGNAL AND LIGHTING (LOCATION 3) LS 180,000.0000 180,000.00 0.100 18,000.00 0.950 171,000 200 SIGNAL AND LIGHTING (CITY) (LOCATION 4) LS 77,000.0000 77,000.00 0.100 7,700.00 0.950 73,150 201 LIGHTING (CITY STREET) LS 400,000.0000 400,000.00 0.100 40,000.00 0.950 380,000 202 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.050 12,500.00 0.900 225,000 203 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.050 7,500.00 0.950 142,500 (STAGE CONSTRUCTION) 204 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.100 30,000.00 0.950 285,000 205 TRAFFIC OPERATIONS SYSTEM LS 45,000.0000 45,000.00 0.050 2,250.00 0.990 44,550 (STAGE CONSTRUCTION) 206 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 4,000.0000 12,000.00 1.000 4,000.00 1.500 6,000 UNIT 207 INTERCONNECTION CONDUIT AND CABLE (LS) LS 40,000.0000 40,000.00 0.300 12,000.00 0.800 32,000 208 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.950 2,850 209 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 2.000 13,000.00 2.000 13,000 (WIRELESS MODEM ASSEMBLY) 211 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,500.0000 10,500.00 0.500 5,250.00 0.500 5,250 PROGRAM CAS145 PAGE 9 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 10:52 AM ESTIMATE NO. 027 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 07/20/15 R.E. NAME: STREATER, HAL 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 2,533,464.75 16,844,504.19 ADJUSTMENT OF COMPENSATION 0.00 42,228.48 EXTRA WORK 97,879.65 1,512,361.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,631,344.40 18,399,094.44 212 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 2,631,344.40 20,299,094.44 MATERIALS ON HAND ON SITE 232,623.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,631,344.40 20,531,717.89 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 08/30/15 461 122 0 0 93% 100% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/15