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 06/17/14 EST. NO.14 TIME 08:39 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 0131 5,208.86 E.W. @ F.A.(+) 041414 N 0262.0 0132 1,335.03 041714 N 0265.0 0133 822.04 042314 N 0270.0 0134 966.39 042414 N 0271.0 0137 923.89 042814 N 0274.0 0138 1,125.85 043014 N 0277.0 0140 331.72 050814 N 0286.0 003 0018 300.00 E.W. @ F.A.(+) 062713 N 0032.1 0019 1,154.89 041014 N 0260.0 0020 300.00 053014 N 0299.0 004 0013 750.00 E.W. @ F.A.(+) 041614 N 0264.0 0014 750.00 041614 N 0290.0 006 0006 1,683.00 E.W. @ F.A.(+) 043014 N 0284.0 009 0010 2,766.50 E.W. @ F.A.(+) 031814 N 0215.0 010 0007 111.03 E.W. @ F.A.(+) 060114 N 0300.0 012 0036 1,467.59 E.W. @ F.A.(+) 062113 N 0020.1 0039 428.73 042514 N 0273.0 0040 197.75 051914 N 0295.0 013 0018 1,525.49 E.W. @ F.A.(+) 031814 N 0214.1 0019 1,809.20 011014 N 0162.0 021 0001 1,831.12 E.W. @ F.A.(+) 101913 N 0118.1 026 0005 1,560.43 E.W. @ F.A.(+) 022314 N 0179.1 0006 1,684.44 022314 N 0185.1 0007 210.12 041714 N 0266.0 0008 2,873.25 041914 N 0267.0 0009 345.51 042114 N 0268.0 0010 345.51 042214 N 0269.0 0011 518.23 042414 N 0272.0 0012 137.85 052114 N 0297.0 0013 365.82 042914 N 0276.0 0014 306.72 043014 N 0278.0 0015 437.68 050114 N 0279.0 0016 345.51 050214 N 0282.0 0017 1,686.42 050314 N 0283.0 0018 390.98 050614 N 0285.0 0019 395.82 050814 N 0287.0 0020 1,466.46 051014 N 0289.0 0021 468.08 060214 N 0304.0 0022 281.50 060514 N 0305.0 0023 436.68 060314 N 0307.0 40,046.09 TOTAL THIS ESTIMATE 427,033.67 TOTAL PREVIOUS ESTIMATE 467,079.76 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 06/17/14 EST. NO.14 TIME 08:39 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 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 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 0.668 2,672 002 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 8,000.000 64,000 004 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 0.750 37,500 008 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 0.750 11,250 DISCHARGE CONTROL 010 TEMPORARY FIBER ROLL LF 3.5000 99,750.00 6,205.000 21,717 011 TEMPORARY SILT FENCE LF 3.5000 13,860.00 12,213.000 42,745 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 13.000 19,500 013 TEMPORARY CHECK DAM LF 5.0000 9,100.00 466.000 2,330 014 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 7.000 3,500 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 6,400.00 29.000 2,900 016 STREET SWEEPING LS 1,000.0000 1,000.00 0.690 690 017 TEMPORARY HYDROSEED SQYD 1.0000 43,700.00 50,667.000 50,667 018 WATER QUALITY MONITORING REPORT EA 300.0000 4,500.00 0.000 0 019 RAIN EVENT ACTION PLAN EA 500.0000 67,500.00 9.000 4,500 020 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 7.000 2,100 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 9,000.00 3.000 900 PROGRAM CAS145 PAGE 2 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.625 390,625 024 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 0.570 142,500 026 TYPE III BARRICADE EA 75.0000 5,175.00 9.000 675 027 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.8000 13,032.00 1,422.000 2,559 028 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,590.00 24,998.000 11,249 029 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,750.00 170.000 4,250 030 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 0.650 32,500 032 TEMPORARY RAILING (TYPE K) LF 10.0000 270,000.00 15,540.000 155,400 033 TEMPORARY CRASH CUSHION MODULE EA 70.0000 10,500.00 70.000 4,900 034 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,300.0000 59,800.00 23.000 29,900 SYSTEM (TYPE 1) 035 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,300.0000 18,400.00 4.000 9,200 SYSTEM (TYPE 2) 036 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.850 2,550 037 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 6.000 300 046 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 18,655.00 4,217.000 1,475 047 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 684.00 80.000 144 048 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,352.00 9,164.000 3,207 049 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8000 8,064.00 1,310.000 2,358 PROGRAM CAS145 PAGE 3 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 3,200 052 REMOVE PIPE (LF) LF 20.0000 19,400.00 344.000 6,880 053 REMOVE INLET EA 500.0000 4,500.00 4.000 2,000 054 REMOVE HEADWALL EA 500.0000 6,000.00 8.000 4,000 055 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 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 0.650 9,750 068 ROADWAY EXCAVATION CY 17.0000 708,900.00 33,058.000 561,986 069 ROADWAY EXCAVATION (TYPE Y-2) CY 20.0000 17,200.00 277.000 5,540 (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 0.250 250 072 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 71,700.00 390.000 29,250.00 859.000 64,425 (F) 075 SAND BACKFILL CY 300.0000 9,600.00 0.000 0 076 IMPORTED BORROW (CY) CY 0.0100 1,090.00 2,500.000 25.00 59,100.000 591 PROGRAM CAS145 PAGE 4 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 75,300.00 435.000 13,050.00 1,273.000 38,190 POLYETHYLENE PIPE CONDUIT 090 CLASS 4 AGGREGATE SUBBASE CY 25.0000 555,000.00 2,606.000 65,150.00 13,043.000 326,075 091 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 580,500.00 1,161.000 52,245.00 10,584.000 476,280 092 LEAN CONCRETE BASE CY 95.0000 291,650.00 657.000 62,415.00 1,097.000 104,215 093 HOT MIX ASPHALT TON 80.0000 2,200,000.00 269.000 21,520.00 5,451.130 436,090 094 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 26,600.00 951.000 6,657.00 951.000 6,657 (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 3.000 1,800 100 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 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.100 2,000 (TRANSVERSE) 115 PRESTRESSING PRECAST GIRDER LS 100,000.0000 100,000.00 0.470 47,000 116 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 142,500.00 570.000 142,500 (F) 117 STRUCTURAL CONCRETE, BRIDGE CY 675.0000 970,650.00 131.000 88,425.00 918.000 619,650 (F) 118 STRUCTURAL CONCRETE, BARRIER SLAB CY 525.0000 624,750.00 239.000 125,475.00 752.000 394,800 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 148,000.00 67.000 61,975 (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 2.500 3,250.00 41.000 53,300 (F) 124 ORNAMENTAL LOGO EA 2,000.0000 16,000.00 0.000 0 (F) 125 FRACTURED RIB TEXTURE SQFT 25.0000 55,025.00 661.000 16,525.00 2,201.000 55,025 (F) 126 FURNISH PRECAST PRESTRESSED CALIFORNIA EA 31,500.0000 630,000.00 12.000 378,000.00 20.000 630,000 WIDE-FLANGE GIRDER (120'-130') 127 ERECT PRECAST PRESTRESSED CALIFORNIA EA 5,000.0000 100,000.00 12.000 60,000.00 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 0.000 0 130 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 403,334.00 24,005.000 24,005.00 279,637.000 279,637 (F) PROGRAM CAS145 PAGE 6 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.000 25 (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 80.000 4,800.00 1,053.000 63,180 143 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 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 7.000 1,050 149 13" X 22" OVAL SHAPED REINFORCED LF 125.0000 17,500.00 140.000 17,500.00 140.000 17,500 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 4.000 800 154 24" ALTERNATIVE FLARED END SECTION EA 200.0000 600.00 3.000 600 155 MINOR CONCRETE (BACKFILL) CY 115.0000 4,830.00 16.000 1,840.00 24.000 2,760 156 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 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 70.000 35,000 AND DRIVEWAY) 163 MINOR CONCRETE (ISLAND PAVING) CY 200.0000 50,000.00 0.000 0 164 MISCELLANEOUS IRON AND STEEL LB 1.0000 14,775.00 260.000 260.00 8,260.000 8,260 (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 113,870.00 295.000 56,935 (F) 174 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 70.0000 41,300.00 295.000 20,650 (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 370,500.00 860.000 163,400.00 860.000 163,400 182 CONCRETE BARRIER (TYPE 60D) (MOD) LF 90.0000 28,800.00 0.000 0 183 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 145,575.00 500.000 37,500.00 500.000 37,500 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 160.0000 64,000.00 400.000 64,000 PROGRAM CAS145 PAGE 8 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 175 SYSTEM ELEMENTS DURING CONSTRUCTION 196 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 320,000.0000 320,000.00 0.700 224,000 197 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 0.100 18,000 200 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 0.500 200,000 202 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.100 25,000.00 0.550 137,500 203 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.650 97,500 (STAGE CONSTRUCTION) 204 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.150 45,000.00 0.350 105,000 205 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 0.300 39,000 210 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 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A1854 TIME 08:39 AM ESTIMATE NO. 14 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 06/20/14 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,241,292.00 8,813,084.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,046.09 467,079.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,281,338.09 9,280,164.21 212 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 1,281,338.09 11,085,164.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,281,338.09 11,085,164.21 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 03/12/13 440 05/06/13 05/06/13 04/21/15 229 46 0 0 54% 52% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/14