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 12/20/13 EST. NO.09 TIME 11:54 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 0045 453.29 E.W. @ F.A.(+) 050213 N 0001.2 0046 453.29 050313 N 0002.2 0047 453.29 050613 N 0003.2 0048 453.29 050713 N 0004.2 0049 223.52 071213 N 0038.1 0050 1,452.00 090313 N 0073.1 0051 8,175.27 090413 N 0075.1 0052 2,044.80 090413 N 0075.2 0053 2,537.49 101913 N 0119.0 0054 1,966.46 102113 N 0120.0 0057 267.97 102813 N 0125.0 0058 164.00 102913 N 0126.0 0059 1,259.30 110413 N 0127.0 0062 267.97 112713 N 0134.0 003 0013 300.00 E.W. @ F.A.(+) 120413 N 0136.0 006 0003 1,430.55 E.W. @ F.A.(+) 102813 N 0108.0 009 0004 1,193.68 E.W. @ F.A.(+) 090313 N 0087.0 0005 4,215.38 112613 N 0133.0 0006 1,856.78 100813 N 0113.0 0007 824.72 100913 N 0114.0 012 0010 1,405.78 E.W. @ F.A.(+) 102213 N 0122.0 0011 1,970.77 102413 N 0124.0 0012 1,780.53 111813 N 0131.0 0013 309.56 111913 N 0132.0 0014 1,053.35 100913 N 0115.0 013 0007 877.80 E.W. @ F.A.(+) 081513 N 0058.1 0008 4,971.59 082013 N 0063.1 0009 6,139.05 082113 N 0065.1 0010 853.05 082213 N 0067.1 0011 5,032.90 082213 N 0067.2 54,387.43 TOTAL THIS ESTIMATE 142,916.00 TOTAL PREVIOUS ESTIMATE 197,303.43 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 12/20/13 EST. NO.09 TIME 11:54 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 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 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 0.568 2,272 002 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 5,120.00 639.000 5,112 003 TEMPORARY RETAINING WALL SQFT 8.0000 194,400.00 250.000 2,000.00 7,750.000 62,000 004 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 0.050 2,500.00 0.400 20,000 008 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 0.000 0 DISCHARGE CONTROL 010 TEMPORARY FIBER ROLL LF 3.5000 99,750.00 250.000 875.00 4,932.000 17,262 011 TEMPORARY SILT FENCE LF 3.5000 13,860.00 9,464.000 33,124 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 10.000 15,000 013 TEMPORARY CHECK DAM LF 5.0000 9,100.00 214.000 1,070 014 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500.00 4.000 2,000 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 6,400.00 21.000 2,100 016 STREET SWEEPING LS 1,000.0000 1,000.00 0.100 100.00 0.340 340 017 TEMPORARY HYDROSEED SQYD 1.0000 43,700.00 2,691.000 2,691.00 38,943.000 38,943 018 WATER QUALITY MONITORING REPORT EA 300.0000 4,500.00 0.000 0 019 RAIN EVENT ACTION PLAN EA 500.0000 67,500.00 1.000 500.00 3.000 1,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 24,600.00 1.000 300 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 31,250.00 0.375 234,375 024 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 0.050 12,500.00 0.320 80,000 026 TYPE III BARRICADE EA 75.0000 5,175.00 0.000 0 027 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.8000 13,032.00 400.000 720 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,590.00 13,296.000 5,983 029 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,750.00 105.000 2,625 030 TEMPORARY PAVEMENT MARKER EA 2.7000 3,402.00 189.000 510 031 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.050 2,500.00 0.400 20,000 032 TEMPORARY RAILING (TYPE K) LF 10.0000 270,000.00 10,060.000 100,600 033 TEMPORARY CRASH CUSHION MODULE EA 70.0000 10,500.00 42.000 2,940 034 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,300.0000 59,800.00 17.000 22,100 SYSTEM (TYPE 1) 035 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,300.0000 18,400.00 2.000 4,600 SYSTEM (TYPE 2) 036 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.250 750.00 0.250 750 037 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 4,400.000 220 039 NOISE MONITORING LS 1,500.0000 1,500.00 0.000 0 040 ABANDON CULVERT (LF) LF 15.0000 8,850.00 0.000 0 041 ABANDON INLET EA 1,000.0000 1,000.00 0.000 0 042 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 1,150.000 6,900 045 REMOVE FLARED END SECTION EA 50.0000 600.00 2.000 100 046 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 18,655.00 1,000.000 350 047 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 684.00 80.000 144 048 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,352.00 4,107.000 1,437 049 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8000 8,064.00 489.000 880 PROGRAM CAS145 PAGE 3 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,736.00 620.000 1,116 051 REMOVE ROADSIDE SIGN EA 80.0000 4,480.00 0.000 0 052 REMOVE PIPE (LF) LF 20.0000 19,400.00 0.000 0 053 REMOVE INLET EA 500.0000 4,500.00 0.000 0 054 REMOVE HEADWALL EA 500.0000 6,000.00 6.000 3,000 055 REMOVE MANHOLE EA 1,000.0000 1,000.00 0.000 0 056 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 7,040.00 760.000 6,080 064 CAP INLET EA 1,000.0000 1,000.00 0.000 0 065 BRIDGE REMOVAL LS 175,000.0000 175,000.00 0.000 0 066 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 0.050 750.00 0.400 6,000 068 ROADWAY EXCAVATION CY 17.0000 708,900.00 28,558.000 485,486 069 ROADWAY EXCAVATION (TYPE Y-2) CY 20.0000 17,200.00 132.000 2,640 (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 0.000 0 072 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 138,300.00 369.000 55,350 (F) 073 STRUCTURE EXCAVATION (TYPE D) CY 100.0000 54,700.00 240.000 24,000 (F) 074 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 71,700.00 369.000 27,675 (F) 075 SAND BACKFILL CY 300.0000 9,600.00 0.000 0 076 IMPORTED BORROW (CY) CY 0.0100 1,090.00 36,500.000 365 PROGRAM CAS145 PAGE 4 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 080 FIBER ROLLS LF 2.5000 73,000.00 2,300.000 5,750 081 COMPOST (INCORPORATE) SQYD 4.6000 54,280.00 4,840.000 22,264 082 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 5,400.00 1.000 300 083 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 58,650.00 43,560.000 6,534 084 ROLLED EROSION CONTROL PRODUCT SQFT 0.3500 51,100.00 10,900.000 3,815 (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 75,300.00 838.000 25,140 POLYETHYLENE PIPE CONDUIT 090 CLASS 4 AGGREGATE SUBBASE CY 25.0000 555,000.00 6,550.000 163,750 091 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 580,500.00 150.000 6,750.00 5,893.000 265,185 092 LEAN CONCRETE BASE CY 95.0000 291,650.00 440.000 41,800 093 HOT MIX ASPHALT TON 80.0000 2,200,000.00 1,252.000 100,160.00 2,324.950 185,996 094 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 0.000 0 (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 1.000 600.00 2.000 1,200 100 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 119,500.00 2,176.000 108,800 (F) LOCATION A 101 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 224,350.00 2,232.000 111,600 (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 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) LOCATION F 106 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0000 115,450.00 0.000 0 (F) LOCATION G 107 FURNISH PILING (CLASS 90) LF 16.0000 4,320.00 134.000 2,144 (ALTERNATIVE "X") 108 DRIVE PILE (CLASS 90) EA 1,500.0000 6,000.00 2.000 3,000 (ALTERNATIVE "X") 109 FURNISH PILING (CLASS 200) LF 16.0000 63,344.00 1,547.400 24,758 (ALTERNATIVE "X") 110 DRIVE PILE (CLASS 200) EA 1,600.0000 115,200.00 28.000 44,800 (ALTERNATIVE "X") 111 FURNISH PILING (CLASS 200) LF 20.0000 81,400.00 1,803.750 36,075 (ALTERNATIVE "X" MODIFIED) 112 DRIVE PILE (CLASS 200) EA 1,450.0000 127,600.00 39.000 56,550 (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 0.100 2,000 (TRANSVERSE) 115 PRESTRESSING PRECAST GIRDER LS 100,000.0000 100,000.00 0.300 30,000.00 0.400 40,000 116 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 142,500.00 230.000 57,500 (F) 117 STRUCTURAL CONCRETE, BRIDGE CY 675.0000 970,650.00 350.000 236,250.00 576.000 388,800 (F) 118 STRUCTURAL CONCRETE, BARRIER SLAB CY 525.0000 624,750.00 0.000 0 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 148,000.00 0.000 0 (F) (TYPE N) 120 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 87,000.00 58.140 87,210 (F) 121 STRUCTURAL CONCRETE, HEADWALL CY 750.0000 900.00 0.000 0 (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 15.000 19,500 (F) 124 ORNAMENTAL LOGO EA 2,000.0000 16,000.00 0.000 0 (F) 125 FRACTURED RIB TEXTURE SQFT 25.0000 55,025.00 660.000 16,500 (F) 126 FURNISH PRECAST PRESTRESSED CALIFORNIA EA 31,500.0000 630,000.00 8.000 252,000 WIDE-FLANGE GIRDER (120'-130') 127 ERECT PRECAST PRESTRESSED CALIFORNIA EA 5,000.0000 100,000.00 8.000 40,000 WIDE-FLANGE GIRDER 128 SOUND WALL (MASONRY BLOCK) SQFT 22.0000 94,820.00 2,000.000 44,000.00 2,000.000 44,000 129 JOINT SEAL (MR 2") LF 75.0000 15,450.00 0.000 0 130 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 403,334.00 67,422.000 67,422.00 174,188.000 174,188 (F) PROGRAM CAS145 PAGE 6 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 60.000 3,600.00 320.000 19,200 143 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 40.000 3,400 145 24" PVC CORRUGATED PIPE LF 90.0000 25,200.00 0.000 0 146 3" PLASTIC PIPE LF 20.0000 10,800.00 0.000 0 147 6" PLASTIC PIPE LF 20.0000 4,800.00 56.000 1,120 148 24" REINFORCED CONCRETE PIPE LF 150.0000 4,350.00 0.000 0 149 13" X 22" OVAL SHAPED REINFORCED LF 125.0000 17,500.00 0.000 0 CONCRETE PIPE CL 2 150 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 68,000.00 230.000 11,500 151 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 2.000 400 154 24" ALTERNATIVE FLARED END SECTION EA 200.0000 600.00 2.000 400 155 MINOR CONCRETE (BACKFILL) CY 115.0000 4,830.00 8.000 920 156 ROCK SLOPE PROTECTION CY 150.0000 21,000.00 50.000 7,500 (LIGHT, METHOD B) (CY) 157 CONCRETE (DITCH LINING) CY 250.0000 15,000.00 64.000 16,000 PROGRAM CAS145 PAGE 7 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 159 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 360.00 50.000 100 160 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 0.000 0 162 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 500.0000 285,000.00 30.000 15,000 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 2,200.000 2,200 (F) 165 CHAIN LINK FENCE (TYPE CL-4) LF 13.0000 2,392.00 0.000 0 (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 0.000 0 168 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 0.000 0 (F) 174 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 70.0000 41,300.00 0.000 0 (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 0.000 0 180 CONCRETE BARRIER (TYPE 60) LF 150.0000 43,500.00 0.000 0 181 CONCRETE BARRIER (TYPE 60C) LF 190.0000 370,500.00 0.000 0 182 CONCRETE BARRIER (TYPE 60D) (MOD) LF 90.0000 28,800.00 0.000 0 183 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 145,575.00 0.000 0 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 160.0000 64,000.00 400.000 64,000 PROGRAM CAS145 PAGE 8 DATE 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 196 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 320,000.0000 320,000.00 0.400 128,000 197 SIGNAL AND LIGHTING (CITY) (LOCATION 1) LS 56,000.0000 56,000.00 0.000 0 198 SIGNAL AND LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.100 12,500 199 SIGNAL AND LIGHTING (LOCATION 3) LS 180,000.0000 180,000.00 0.000 0 200 SIGNAL AND LIGHTING (CITY) (LOCATION 4) LS 77,000.0000 77,000.00 0.000 0 201 LIGHTING (CITY STREET) LS 400,000.0000 400,000.00 0.050 20,000.00 0.300 120,000 202 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.400 100,000 203 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.300 45,000 (STAGE CONSTRUCTION) 204 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.100 30,000.00 0.100 30,000 205 TRAFFIC OPERATIONS SYSTEM LS 45,000.0000 45,000.00 0.000 0 (STAGE CONSTRUCTION) 206 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 4,000.0000 12,000.00 0.000 0 UNIT 207 INTERCONNECTION CONDUIT AND CABLE (LS) LS 40,000.0000 40,000.00 0.000 0 208 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.000 0 209 VIDEO IMAGE VEHICLE DETECTOR SYSTEM LS 130,000.0000 130,000.00 0.150 19,500 210 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 12/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 11:54 AM ESTIMATE NO. 09 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 12/20/13 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 12/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 595,698.00 4,597,560.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 54,387.43 197,303.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 650,085.43 4,794,863.68 212 MOBILIZATION LS 1,900,000.0000 1,900,000.00 0.950 1,805,000 ORIGINAL CONTRACT AMOUNT 19,629,978.00 TOTAL WORK COMPLETED 650,085.43 6,599,863.68 MATERIALS ON HAND ON SITE 911,759.17 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 650,085.43 7,511,622.85 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 06/30/14 155 3 0 0 33% 35% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/13