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 08/26/11 EST. NO.24 TIME 02:54 PM R.E. NAME: SEALEY, HERMAN 04-263724 --------------------------------------------------------------------------- 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 0161 3,007.94 E.W. @ F.A.(+) 052511 N 0851.0 009 0101-1 -314.58 E.W. @ F.A.(+) 080310 Y 0226.1 DAO CORRECTING ENTRY 2,693.36 TOTAL THIS ESTIMATE 2,652,772.78 TOTAL PREVIOUS ESTIMATE 2,655,466.14 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 08/26/11 EST. NO.24 TIME 02:54 PM R.E. NAME: SEALEY, HERMAN 04-263724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -14,400.00 09 LATE SCHEDULE -393,508.09 12 REVERSE DEDUCTION 393,508.09 13 LATE LANE CLOSURE PU -14,400.00 21 0.00 -28,800.00 TOTAL DEDUCTIONS 0.00 -28,800.00 PROGRAM CAS145 PAGE 1 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 LOCATION PROGRESS ESTIMATE 04-CC-80-9.5/14.2 ----------------- GHILOTTI BROS INC IN CONTRA COSTA COUNTY NEAR 525 JACOBY STREET HERCULES FROM 0.2 KM WEST OF ROUTE SAN RAFAEL CA 94901 80/4 SEPARATION TO 0.7 KM EAST OF CUMMINGS SKYWAY OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD LS 150,000.0000 150,000.00 1.000 150,000.00 004 TEMPORARY FENCE (TYPE ESA) M 7.0000 42,070.00 8,803.000 61,621.00 005 CONSTRUCTION SITE MANAGEMENT LS 14,000.0000 14,000.00 1.000 14,000.00 006 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.100 200.00 1.000 2,000.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 12.0000 3,120.00 1,331.000 15,972.00 008 TEMPORARY SILT FENCE M 3.7500 12,375.00 5,737.000 21,513.75 009 TEMPORARY GRAVEL BAG BERM M 20.0000 16,800.00 1,671.000 33,420.00 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 24,000.00 65.000 65,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 15.000 22,500.00 012 TEMPORARY COVER M2 1.5000 28,500.00 19,587.000 29,380.50 013 TEMPORARY CHECK DAM M 21.0000 1,617.00 142.000 2,982.00 014 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 8.000 3,600.00 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 380.0000 57,000.00 157.000 59,660.00 016 TEMPORARY HYDRAULIC MULCH M2 1.0500 46,725.00 69,610.980 73,091.53 (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000.00 018 DEWATERING AND NON-STORM WATER DISCHARGE LS 5,000.0000 5,000.00 1.000 5,000.00 CONTROL 019 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.100 1,300.00 0.800 10,400.00 020 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 450.00 44.740 2,237.00 022 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 11,830.00 30,777.680 20,005.49 PROGRAM CAS145 PAGE 2 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,500.00 100.000 2,500.00 024 TEMPORARY PAVEMENT MARKER EA 3.5000 18,865.00 5,084.000 17,794.00 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000.00 026 TEMPORARY RAILING (TYPE K) M 16.0000 180,800.00 12,799.720 204,795.52 027 TEMPORARY CRASH CUSHION MODULE EA 175.0000 40,250.00 158.000 27,650.00 028 ABANDON CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 029 OBLITERATE SURFACING M2 2.0000 4,360.00 2,180.000 4,360.00 030 REMOVE ENTRANCE TAPER EA 850.0000 6,800.00 8.000 6,800.00 031 REMOVE METAL BEAM GUARD RAILING M 34.0000 6,800.00 354.130 12,040.42 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2500 9,037.50 7,406.010 9,257.51 STRIPE 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 14,500.00 8,004.440 10,005.55 034 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 350.00 0.000 0.00 035 REMOVE PAVEMENT MARKER EA 1.0000 5,530.00 8,146.000 8,146.00 036 REMOVE ROADSIDE SIGN EA 50.0000 200.00 4.000 200.00 037 REMOVE ROADSIDE SIGN EA 50.0000 100.00 2.000 100.00 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 3.000 7,500.00 039 REMOVE ASPHALT CONCRETE DIKE M 9.0000 2,970.00 1,858.000 16,722.00 040 REMOVE CULVERT M 23.0000 8,050.00 350.000 8,050.00 041 REMOVE INLET EA 500.0000 16,500.00 35.000 17,500.00 042 REMOVE MANHOLE EA 500.0000 1,500.00 3.000 1,500.00 043 RELOCATE ROADSIDE SIGN EA 150.0000 2,400.00 3.000 450.00 15.000 2,250.00 044 RELOCATE ROADSIDE SIGN EA 75.0000 300.00 4.000 300.00 (STRAP AND SADDLE BRACKET METHOD) 045 RELOCATE SIGN STRUCTURE EA 9,900.0000 9,900.00 1.000 9,900.00 046 ADJUST INLET EA 1,300.0000 3,900.00 3.000 3,900.00 047 ADJUST MANHOLE EA 450.0000 450.00 1.000 450.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 28,000.00 14,375.950 28,751.90 049 REMOVE CONCRETE M3 70.0000 22,890.00 567.240 39,706.80 PROGRAM CAS145 PAGE 3 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CAP INLET EA 750.0000 750.00 1.000 750.00 051 CAP MANHOLE EA 750.0000 750.00 1.000 750.00 052 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 4,500.00 0.000 0.00 053 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000.00 054 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 055 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 056 ROADWAY EXCAVATION M3 14.0000 1,470,000.00 25,000.000 350,000.00 136,212.000 1,906,968.00 057 ROADWAY EXCAVATION (TYPE Z-2) M3 105.0000 1,102,500.00 10,500.000 1,102,500.00 (AERIALLY DEPOSITED LEAD) 058 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 059 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 104,200.00 521.000 104,200.00 (F) 060 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 54,840.00 1,865.000 55,950.00 (F) 061 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 30.0000 129,900.00 4,330.000 129,900.00 (F) 062 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 19,800.00 198.000 19,800.00 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 146,640.00 1,833.000 146,640.00 (F) 064 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 15,200.00 262.000 26,200.00 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING M3 95.0000 12,350.00 130.000 12,350.00 (F) WALL) 066 SOIL NAIL ASSEMBLY M 55.0000 1,072,500.00 23,333.040 1,283,317.20 067 HIGHWAY PLANTING LS 13,000.0000 13,000.00 0.000 0.00 068 EROSION CONTROL (TYPE D) HA 12,500.0000 93,750.00 7.500 93,750.00 069 EROSION CONTROL (NETTING) M2 6.7500 4,860.00 720.000 4,860.00 070 FIBER ROLLS M 6.2500 57,187.50 3,595.000 22,468.75 071 COMPOST, INCORPORATE M2 45.0000 3,060.00 0.000 0.00 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 1,800.00 5.000 2,250.00 073 PLANT (GROUP M) EA 15.0000 6,150.00 0.000 0.00 074 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 075 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.200 1,000.00 076 200 MM CORRUGATED HIGH DENSITY M 80.0000 3,920.00 48.500 3,880.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 4 AGGREGATE SUBBASE M3 21.5000 253,700.00 12,705.740 273,173.41 078 CLASS 3 AGGREGATE BASE M3 35.0000 188,650.00 5,390.000 188,650.00 079 LEAN CONCRETE BASE M3 130.0000 531,700.00 4,296.500 558,545.00 080 SEAL RANDOM CRACKS LNKM 5,000.0000 20,500.00 0.000 0.00 081 REPLACE ASPHALT CONCRETE SURFACING M3 320.0000 35,200.00 146.150 46,768.00 082 HOT MIX ASPHALT (TYPE A) TONN 90.0000 954,000.00 16,174.710 1,455,723.90 083 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 114.0000 527,820.00 0.000 0.00 084 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000.00 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 750.00 300.500 901.50 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 12,600.00 3,763.660 11,290.98 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 6,900.00 2,391.720 7,175.16 088 TACK COAT TONN 500.0000 40,000.00 60.000 30,000.00 089 CONCRETE PAVEMENT M3 220.0000 1,797,400.00 8,605.260 1,893,157.20 090 REPLACE CONCRETE PAVEMENT M3 700.0000 315,000.00 354.970 248,479.00 (RAPID STRENGTH CONCRETE) 091 SEAL PAVEMENT JOINT M 13.0000 76,570.00 5,897.000 76,661.00 092 SEAL LONGITUDINAL ISOLATION JOINT M 13.0000 100,100.00 0.000 0.00 093 REPAIR SPALLED JOINTS M2 120.0000 7,020.00 0.000 0.00 094 SEAL LONGITUDINAL JOINT M 13.0000 48,360.00 3,718.000 48,334.00 095 PAVEMENT TRANSITION TAPER M2 35.0000 51,450.00 2,087.580 73,065.30 096 GRIND EXISTING CONCRETE M2 85.0000 60,350.00 0.000 0.00 PAVEMENT 097 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 14,375.00 115.600 14,450.00 PILING 098 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 111,000.00 74.000 111,000.00 PILING 099 FURNISH PILING (CLASS 625) M 200.0000 103,400.00 522.000 104,400.00 (ALTERNATIVE W) 100 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,800.0000 56,000.00 20.000 56,000.00 101 FURNISH PILING (CLASS 400) M 80.0000 203,200.00 2,540.000 203,200.00 (F) (ALTERNATIVE X) 102 DRIVE PILE (CLASS 400) EA 1,890.0000 315,630.00 167.000 315,630.00 (F) (ALTERNATIVE X) 103 1.8 M PERMANENT STEEL CASING M 1,350.0000 101,250.00 67.720 91,422.00 PROGRAM CAS145 PAGE 5 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,800.0000 302,400.00 168.000 302,400.00 PILING (1524 MM) 105 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 36,500.0000 219,000.00 6.000 219,000.00 PILE (1524 MM) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 1.000 55,000.00 107 PRESTRESSING LS 9,500.0000 9,500.00 1.000 9,500.00 108 SEAL COURSE CONCRETE M3 310.0000 4,960.00 101.000 31,310.00 109 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 34,100.00 62.000 34,100.00 (F) 110 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 449,800.00 692.000 449,800.00 (F) 111 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 379,525.00 893.000 379,525.00 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 22,500.00 50.000 22,500.00 (F) (TYPE N) 113 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 125,475.00 124.000 130,200.00 (F) 114 MINOR CONCRETE (BACKFILL) M3 500.0000 500.00 0.720 360.00 115 ARCHITECTURAL TREATMENT M2 26.0000 153,140.00 5,890.000 153,140.00 (F) (TEXTURED SHOTCRETE) 116 ARCHITECTURAL TREATMENT M2 80.0000 50,640.00 633.000 50,640.00 (F) (FRACTURED GRANITE) 117 ANTI-GRAFFITI COATING M2 3.0000 21,000.00 3,590.000 10,770.00 5,000.000 15,000.00 118 DRILL AND BOND DOWEL M 110.0000 880.00 11.000 1,210.00 119 CLEAN EXPANSION JOINT M 95.0000 3,135.00 0.000 0.00 120 INSTALL STUD CONNECTORS EA 15.0000 1,800.00 0.000 0.00 121 REFINISH BRIDGE DECK M2 150.0000 750.00 5.300 795.00 122 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 4,050.00 9.000 4,050.00 123 JOINT SEAL (MR 40 MM) M 150.0000 1,200.00 0.000 0.00 124 JOINT SEAL (MR 50 MM) M 350.0000 3,150.00 9.000 3,150.00 125 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 297,345.00 216,838.000 325,257.00 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 391,120.00 243,056.000 388,889.60 (F) 127 SHOTCRETE M3 333.0000 745,920.00 2,204.000 733,932.00 (F) 128 STRUCTURAL STEEL (BRIDGE) KG 25.0000 17,750.00 710.000 17,750.00 (F) 129 REPOSITION STEEL GIRDER LS 5,000.0000 5,000.00 1.000 5,000.00 130 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 306,352.50 40,847.000 306,352.50 (F) PROGRAM CAS145 PAGE 6 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 16,338.80 40,847.000 16,338.80 (F) 132 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 122.0000 18,300.00 128.640 15,694.08 133 FURNISH SINGLE SHEET ALUMINUM SIGN M2 86.0000 2,838.00 2.450 210.70 32.620 2,805.32 (1.6 MM-UNFRAMED) 134 FURNISH SINGLE SHEET ALUMINUM SIGN M2 89.0000 453.90 3.800 338.20 5.080 452.12 (2.0 MM-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN M2 111.0000 899.10 8.080 896.88 8.080 896.88 (2.0 MM-FRAMED) 136 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 90,000.00 43.200 108,000.00 CONCRETE PILE (SIGN FOUNDATION) 137 ROADSIDE SIGN - ONE POST EA 180.0000 360.00 2.000 360.00 138 ROADSIDE SIGN - TWO POST EA 320.0000 960.00 3.000 960.00 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 140.00 2.000 140.00 METHOD) 140 INSTALL SIGN OVERLAY M2 150.0000 345.00 0.000 0.00 141 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 1,400.00 40.300 1,007.50 142 INSTALL ROADSIDE SIGN PANEL ON EA 140.0000 4,340.00 29.000 4,060.00 29.000 4,060.00 EXISTING POST 143 CLEAN AND PAINT STRUCTURAL STEEL LS 5,000.0000 5,000.00 1.000 5,000.00 144 CLEAN AND PAINT STRUCTURAL STEEL LS 5,000.0000 5,000.00 1.000 5,000.00 (EXISTING BRIDGE) 145 WORK AREA MONITORING LS 4,000.0000 4,000.00 1.000 4,000.00 146 450 MM ALTERNATIVE PIPE CULVERT M 128.0000 275,200.00 2,702.000 345,856.00 147 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 85,100.00 454.000 83,990.00 148 750 MM ALTERNATIVE PIPE CULVERT M 205.0000 41,000.00 196.000 40,180.00 149 300 MM REINFORCED CONCRETE PIPE M 275.0000 2,475.00 0.000 0.00 150 450 MM REINFORCED CONCRETE PIPE M 300.0000 6,300.00 16.000 4,800.00 151 600 MM REINFORCED CONCRETE PIPE M 330.0000 13,530.00 41.000 13,530.00 (SPECIAL) 152 GEOCOMPOSITE DRAIN M2 40.0000 36,080.00 833.700 33,348.00 153 FURNISH AND INSTALL DRAIN PIPE M 45.0000 46,845.00 1,004.000 45,180.00 (HORIZONTAL DRAIN) 154 PERMEABLE MATERIAL (BLANKET) M3 67.0000 643,200.00 10,097.770 676,550.59 155 200 MM ALTERNATIVE PIPE UNDERDRAIN M 57.5000 287,500.00 5,000.000 287,500.00 156 300 MM BITUMINOUS COATED CORRUGATED M 325.0000 7,800.00 26.000 8,450.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 450 MM BITUMINOUS COATED CORRUGATED M 270.0000 14,580.00 27.200 7,344.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 158 600 MM BITUMINOUS COATED CORRUGATED M 600.0000 1,200.00 2.000 1,200.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 159 1050 MM BITUMINOUS COATED CORRUGATED M 700.0000 1,400.00 2.000 1,400.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 160 200 MM ENTRANCE TAPER EA 600.0000 4,800.00 8.000 4,800.00 161 200 MM DOWNDRAIN SLIP JOINT EA 25.0000 200.00 8.000 200.00 162 450 MM ANCHOR ASSEMBLY EA 400.0000 800.00 2.000 800.00 163 GRATED LINE DRAIN M 550.0000 11,000.00 20.000 11,000.00 164 ROCK SLOPE PROTECTION M3 300.0000 600.00 1.620 486.00 (FACING, METHOD B) 165 SLOPE PAVING (CONCRETE) M3 1,800.0000 10,800.00 6.000 10,800.00 (F) 166 MINOR CONCRETE (DITCH LINING) M3 570.0000 39,900.00 106.290 60,585.30 167 ROCK SLOPE PROTECTION FABRIC M2 1.0000 9.00 8.280 8.28 168 MINOR CONCRETE (GUTTER DEPRESSION) M3 540.0000 35,100.00 65.000 35,100.00 169 MINOR CONCRETE (GUTTER) M3 800.0000 60,000.00 75.000 60,000.00 170 MINOR CONCRETE (TEXTURED PAVING) M2 62.0000 49,600.00 799.200 49,550.40 171 MINOR CONCRETE (CURB, SIDEWALK AND M3 440.0000 24,200.00 54.460 23,962.40 CURB RAMP) 172 MISCELLANEOUS IRON AND STEEL KG 2.5000 27,010.00 11,039.000 27,597.50 (F) 173 ISOLATION CASING KG 7.0000 27,503.00 3,929.000 27,503.00 (F) 174 MISCELLANEOUS METAL KG 100.0000 2,600.00 26.000 2,600.00 (F) (RESTRAINER - CABLE TYPE) 175 MISCELLANEOUS METAL KG 40.0000 4,000.00 100.000 4,000.00 (F) (RESTRAINER) (REUSE) 176 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 1,000.00 0.000 0.00 177 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 122.000 4,270.00 122.000 4,270.00 178 OBJECT MARKER (TYPE K-1) EA 25.0000 50.00 2.000 50.00 179 OBJECT MARKER (TYPE L-1) EA 25.0000 325.00 9.000 225.00 13.000 325.00 180 METAL BEAM GUARD RAILING (STEEL POST) M 54.0000 136,080.00 184.300 9,952.20 2,587.020 139,699.08 181 VEGETATION CONTROL (MINOR CONCRETE) M2 51.0000 84,150.00 951.180 48,510.18 1,551.180 79,110.18 PROGRAM CAS145 PAGE 8 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 182 CABLE RAILING (BLACK VINYL CLAD) M 51.0000 42,483.00 833.000 42,483.00 (F) 183 TRANSITION RAILING (TYPE WB) EA 3,265.0000 13,060.00 2.000 6,530.00 5.000 16,325.00 184 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 3.000 1,800.00 13.000 7,800.00 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,680.0000 13,400.00 4.000 10,720.00 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,725.0000 22,425.00 3.000 5,175.00 8.000 13,800.00 187 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 7,200.00 36.000 7,200.00 (F) 188 CONCRETE BARRIER (TYPE 732) M 200.0000 45,200.00 226.000 45,200.00 (F) 189 CONCRETE BARRIER (TYPE 732A) M 180.0000 54,540.00 303.000 54,540.00 (F) 190 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 4,200.00 224.920 7,872.20 191 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 17,200.00 17,675.820 17,675.82 192 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,820.00 2,205.220 4,410.44 193 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,275.00 1,096.000 1,644.00 (BROKEN 3.66 M - 0.92 M) 194 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 119.00 334.000 233.80 (BROKEN 5.18 M - 2.14 M) 195 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 13,440.00 15,792.410 11,054.69 (BROKEN 10.38 M - 4.26 M) 196 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 5,775.00 4,310.000 4,741.00 197 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 7,122.50 2,390.000 6,572.50 198 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.050 200.00 1.000 4,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 199 LIGHTING AND SIGN ILLUMINATION LS 420,000.0000 420,000.00 0.001 420.00 1.000 420,000.00 200 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 7,040.00 64.000 7,040.00 (F) 201 SPRINKLER CONTROL CONDUIT (BRIDGE) M 110.0000 7,040.00 64.000 7,040.00 (F) 202 MODIFY SIGNAL LS 7,000.0000 7,000.00 0.050 350.00 1.000 7,000.00 203 TRAFFIC OPERATIONS SYSTEM LS 595,000.0000 595,000.00 0.001 595.00 1.000 595,000.00 204 EXTINGGUISHABLE MESSAGE SIGN PANEL (LED) EA 9,000.0000 72,000.00 8.000 72,000.00 205 HIGHWAY ADVISORY RADIO SYSTEM EA 10,000.0000 10,000.00 1.000 10,000.00 206 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 12,000.00 5.000 10,000.00 MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 08/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 02:54 PM ESTIMATE NO. 24 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 08/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 446,253.16 19,156,827.35 ADJUSTMENT OF COMPENSATION 0.00 714,646.01 EXTRA WORK 2,693.36 1,940,820.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 448,946.52 21,812,293.49 207 MOBILIZATION LS 40,000.0000 2,040,000.00 1.000 2,040,000.00 ORIGINAL CONTRACT AMOUNT 20,404,615.80 TOTAL WORK COMPLETED 448,946.52 23,852,293.49 MATERIALS ON HAND ON SITE 441,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,800.00 TOTAL 448,946.52 24,264,493.49 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 11/17/09 375 11/09/09 12/02/09 12/01/11 263 167 64 1 98% 99% PROGRESS IS SATISFACTORY CCO SEALEY, HERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/11