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 01/31/12 EST. NO.38 TIME 10:45 AM R.E. NAME: STREATER, HAL 04-129654 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 025 0058 1,024.04 E.W. @ F.A.(+) 091411 N 1308.0 0059 965.10 092111 N 1340.0 1,989.14 TOTAL THIS ESTIMATE 2,823,448.72 TOTAL PREVIOUS ESTIMATE 2,825,437.86 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 01/31/12 EST. NO.38 TIME 10:45 AM R.E. NAME: STREATER, HAL 04-129654 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 LOCATION RERUN SUPPLEMENTAL PROGRESS ESTIMATE 04-SON-101-13.9/15.5 ------------------------------------ GHILOTTI BROS., INC IN SONOMA COUNTY IN ROHNERT PARK 454 JACOBY STREET FROM ROHNERT PARK EXPRESSWAY SAN RAFAEL CA OVERCROSSING TO SANTA ROSA AVENUE OVERCROSSING. FED. AID NO. N O N E WIDEN AND RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.0000 5,500.00 0.750 4,125.00 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 1,008,000.00 150.000 180,000.00 510.000 612,000.00 003 TEMPORARY FENCE (TYPE ESA) M 3.5000 8,050.00 2,625.000 9,187.50 004 TEMPORARY SUPPORT LS 3,000.0000 3,000.00 1.000 3,000.00 005 300 MM TEMPORARY CULVERT M 125.0000 31,250.00 175.080 21,885.00 006 450 MM TEMPORARY CULVERT M 140.0000 21,000.00 71.000 9,940.00 007 750 MM TEMPORARY CULVERT M 200.0000 800.00 0.000 0.00 008 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.800 20,000.00 009 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 010 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 011 DEWATERING AND NON-STORMWATER DISCHARGE LS 50,000.0000 50,000.00 1.000 50,000.00 012 TEMPORARY SILT FENCE M 3.0000 10,710.00 4,129.200 12,387.60 013 TEMPORARY GRAVEL BAG BERM M 10.0000 9,600.00 1,704.200 17,042.00 014 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 10,500.00 15.750 23,625.00 015 TEMPORARY COVER M2 2.5000 10,375.00 5,187.500 12,968.75 016 TEMPORARY CHECK DAM M 8.0000 960.00 523.500 4,188.00 017 MOVE-IN/MOVE-OUT EA 700.0000 4,200.00 8.000 5,600.00 (TEMPORARY EROSION CONTROL) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 13,750.00 89.000 11,125.00 019 TEMPORARY HYDRAULIC MULCH M2 0.8000 22,080.00 123,584.290 98,867.43 (BONDED FIBER MATRIX) 020 STREET SWEEPING LS 15,000.0000 15,000.00 0.800 12,000.00 021 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 42,000.00 38.000 57,000.00 022 TEMPORARY CONSTRUCTION ROADWAY M3 72.0000 73,440.00 1,020.000 73,440.00 PROGRAM CAS145 PAGE 2 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.600 12,000.00 024 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.800 120,000.00 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,030.00 145.359 5,087.57 026 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 38,100.00 44,414.640 44,414.64 027 TEMPORARY PAVEMENT MARKER EA 4.0000 34,600.00 8,139.000 32,556.00 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 029 TEMPORARY RAILING (TYPE K) M 10.5000 242,550.00 22,833.400 239,750.70 030 TEMPORARY CRASH CUSHION MODULE EA 180.0000 108,000.00 384.000 69,120.00 031 TEMPORARY RETAINING WALL M2 97.0000 408,370.00 4,210.000 408,370.00 032 ABANDON CULVERT EA 650.0000 14,950.00 10.000 6,500.00 033 ABANDON INLET EA 450.0000 900.00 1.000 450.00 034 OBLITERATE SURFACING M2 1.1000 6,006.00 5,766.000 6,342.60 035 REMOVE CHAIN LINK FENCE M 6.5000 10,920.00 2,012.650 13,082.23 036 REMOVE METAL BEAM GUARD RAILING M 19.0000 26,790.00 1,922.000 36,518.00 037 REMOVE DOUBLE THRIE BEAM BARRIER M 21.0000 45,780.00 2,186.430 45,915.03 038 REMOVE FLARED END SECTION EA 145.0000 435.00 1.000 145.00 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 9,220.00 1,389.510 2,779.02 STRIPE 040 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 12,255.00 4,411.622 6,617.43 041 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 240.00 41.980 839.60 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,155.00 4,461.974 6,692.96 043 REMOVE PAVEMENT MARKER EA 1.0000 4,820.00 2,367.000 2,367.00 044 REMOVE ROADSIDE SIGN EA 75.0000 2,550.00 13.000 975.00 045 REMOVE ROADSIDE SIGN EA 40.0000 240.00 3.000 120.00 (STRAP AND SADDLE BRACKET METHOD) 046 REMOVE SIGN STRUCTURE EA 1,500.0000 10,500.00 7.000 10,500.00 047 REMOVE ASPHALT CONCRETE DIKE M 5.0000 600.00 122.000 610.00 048 REMOVE CULVERT M 30.0000 5,700.00 214.300 6,429.00 049 REMOVE EDGE DRAIN M 38.0000 61,940.00 300.000 11,400.00 PROGRAM CAS145 PAGE 3 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 250.0000 7,250.00 22.000 5,500.00 051 REMOVE HEADWALL EA 400.0000 2,400.00 6.000 2,400.00 052 RECONSTRUCT CHAIN LINK FENCE M 87.0000 10,440.00 0.000 0.00 053 RELOCATE HYDRANT EA 4,000.0000 4,000.00 1.000 4,000.00 054 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 750.00 0.000 0.00 055 ADJUST INLET EA 1,500.0000 6,000.00 1.000 1,500.00 056 GRATE LOCKING DEVICE EA 300.0000 900.00 0.000 0.00 057 MODIFY INLET EA 1,500.0000 3,000.00 0.000 0.00 058 REMODEL INLET EA 1,500.0000 3,000.00 1.000 1,500.00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 60,400.00 2,232.100 8,928.40 060 REMOVE CONCRETE M3 100.0000 36,000.00 663.170 66,317.00 061 REMOVE CONCRETE BARRIER M 50.0000 12,500.00 250.000 12,500.00 062 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000.00 063 TEMPORARY CAP INLET EA 750.0000 3,750.00 5.000 3,750.00 064 BRIDGE REMOVAL LS 400,000.0000 400,000.00 1.000 400,000.00 065 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 066 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 067 ROADWAY EXCAVATION M3 8.5000 480,250.00 54,425.440 462,616.24 068 ROADWAY EXCAVATION (TYPE Y-1) M3 15.0000 102,750.00 7,122.000 106,830.00 (AERIALLY DEPOSITED LEAD) 069 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 188,050.00 3,761.000 188,050.00 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 114,800.00 4,667.000 116,675.00 (F) 071 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 127,050.00 2,298.000 114,900.00 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 250,280.00 6,509.000 260,360.00 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 200.0000 98,600.00 510.000 102,000.00 (F) WALL) 074 SAND BACKFILL M3 160.0000 17,600.00 44.850 7,176.00 075 DITCH EXCAVATION M3 20.0000 63,000.00 2,421.500 48,430.00 076 IMPORTED BORROW M3 2.5000 455,000.00 159,996.900 399,992.25 PROGRAM CAS145 PAGE 4 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 SUBGRADE ENHANCEMENT GEOSYNTHETIC M2 6.0000 11,820.00 2,015.500 12,093.00 078 SETTLEMENT PLATFORM INSTALLATION AND LS 20,000.0000 20,000.00 0.800 16,000.00 MONITORING 079 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 080 BIOFILTRATION SWALES M2 9.0000 4,860.00 0.000 0.00 081 EROSION CONTROL (TYPE D) HA 9,500.0000 57,000.00 3.791 36,014.50 082 EROSION CONTROL (NETTING) M2 8.0000 46,560.00 7,982.000 63,856.00 083 FIBER ROLLS M 5.0000 46,900.00 5,811.000 29,055.00 084 COMPOST, INCORPORATE M2 5.0000 24,700.00 0.000 0.00 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 3.000 2,100.00 086 MAINTAIN EXISTING PLANTED AREAS LS 8,000.0000 8,000.00 0.000 0.00 087 PLANT ESTABLISHMENT WORK LS 1,500.0000 1,500.00 0.000 0.00 088 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 089 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 86,700.00 490.500 73,575.00 (F) 090 WATER METER EA 40,000.0000 40,000.00 0.000 0.00 091 200 MM CORRUGATED HIGH DENSITY M 175.0000 28,000.00 156.030 27,305.25 POLYETHYLENE PIPE CONDUIT 092 CLASS 4 AGGREGATE SUBBASE M3 17.0000 654,500.00 36,625.440 622,632.48 093 CLASS 2 AGGREGATE BASE M3 125.0000 38,750.00 296.340 37,042.50 094 CLASS 3 AGGREGATE BASE M3 54.0000 401,760.00 6,636.300 358,360.20 095 CEMENT TREATED BASE M3 65.0000 981,500.00 12,704.760 825,809.40 (PLANT-MIXED, CLASS A) 096 LEAN CONCRETE BASE M3 330.0000 6,930.00 13.000 4,290.00 097 HOT MIX ASPHALT TONN 96.0000 5,577,600.00 44,194.670 4,242,688.32 098 HOT MIX ASPHALT (OPEN GRADED) TONN 114.0000 605,340.00 0.000 0.00 099 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 128.0000 846,080.00 0.000 0.00 100 PAVEMENT REINFORCING FABRIC M2 8.0000 5,760.00 0.000 0.00 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 600.00 19.510 58.53 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 3,030.00 175.300 525.90 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 2,580.00 457.620 1,372.86 PROGRAM CAS145 PAGE 5 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT M2 21.0000 9,450.00 0.000 0.00 (MISCELLANEOUS AREA) 105 TACK COAT TONN 750.0000 97,500.00 66.358 49,768.50 106 CONCRETE PAVEMENT M3 500.0000 18,500.00 22.500 11,250.00 107 SEAL PAVEMENT JOINT M 1,500.0000 43,500.00 0.000 0.00 108 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,692,000.00 1,410.000 1,692,000.00 PILING 109 FURNISH PILING (CLASS 625) M 40.0000 115,600.00 2,890.000 115,600.00 (ALTERNATIVE X) 110 DRIVE PILE (CLASS 625) EA 2,000.0000 240,000.00 120.000 240,000.00 (ALTERNATIVE X) 111 FURNISH PILING (CLASS 400) M 207.0000 398,061.00 1,923.000 398,061.00 (ALTERNATIVE W) 112 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,500.0000 320,000.00 128.000 320,000.00 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.750 262,500.00 114 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 186,900.00 623.000 186,900.00 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,881,500.00 6,739.000 4,380,350.00 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 675.0000 1,377,000.00 2,113.440 1,426,572.00 (F) 117 STRUCTURAL CONCRETE, CRASH WALL M3 500.0000 154,000.00 0.000 0.00 (F) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 386,400.00 361.710 253,197.00 (F) (TYPE N) 119 CLASS 2 CONCRETE (HEADWALL) M3 1,100.0000 11,000.00 10.640 11,704.00 (F) 120 CLASS 1 CONCRETE (BOX CULVERT) M3 900.0000 107,100.00 119.000 107,100.00 (F) 121 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 184,500.00 73.820 110,730.00 (F) 122 MINOR CONCRETE (BACKFILL) M3 150.0000 2,850.00 13.680 2,052.00 123 ARCHITECTURAL TREATMENT M2 35.0000 90,615.00 2,646.000 92,610.00 (F) 124 ANTI-GRAFFITI COATING M2 8.0000 59,848.00 2,825.900 22,607.20 (F) 125 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 4,000.0000 748,000.00 122.800 491,200.00 126 JOINT SEAL (MR 50 MM) M 200.0000 20,400.00 66.000 13,200.00 127 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 2,697,022.50 75,000.000 138,750.00 1,316,507.000 2,435,537.95 (F) 128 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 222,822.00 132,915.000 239,247.00 (F) 129 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2500 25,533.75 20,427.000 25,533.75 (F) 130 HEADED BAR REINFORCEMENT EA 30.0000 14,520.00 108.000 3,240.00 484.000 14,520.00 (F) PROGRAM CAS145 PAGE 6 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 618,480.00 68,720.000 618,480.00 (F) 132 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2500 17,180.00 68,720.000 17,180.00 (F) 133 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 15,000.00 147.070 14,707.00 134 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,400.00 0.000 0.00 (1.6 MM-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 3,360.00 0.000 0.00 (2.0 MM-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 5,040.00 0.000 0.00 (2.0 MM-FRAMED) 137 1524 MM CAST-IN-DRILLED-HOLE M 1,200.0000 69,600.00 58.000 69,600.00 CONCRETE PILE (SIGN FOUNDATION) 138 METAL (RAIL MOUNTED SIGN) KG 15.0000 10,800.00 0.000 0.00 139 ROADSIDE SIGN - ONE POST EA 150.0000 4,650.00 0.000 0.00 140 ROADSIDE SIGN - TWO POST EA 350.0000 4,200.00 0.000 0.00 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 900.00 0.000 0.00 METHOD) 142 RECONSTRUCT RAILROAD TRACK AND EXTEND LS 50,000.0000 50,000.00 1.000 50,000.00 CONCRETE CROSSING PANELS 143 GRADE CROSSING SIGNAL SYSTEM LS 400,000.0000 400,000.00 0.990 396,000.00 144 375 MM ALTERNATIVE PIPE CULVERT M 90.0000 13,500.00 217.500 19,575.00 145 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 155.0000 139,500.00 823.280 127,608.40 146 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 162.0000 72,900.00 263.510 42,688.62 147 450 MM ALTERNATIVE PIPE CURLVERT M 169.0000 16,562.00 82.700 13,976.30 (TYPE C) 148 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 5,525.00 16.500 5,362.50 149 300 MM REINFORCED CONCRETE PIPE M 145.0000 1,885.00 13.100 1,899.50 150 375 MM REINFORCED CONCRETE PIPE M 155.0000 7,750.00 24.100 3,735.50 151 450 MM REINFORCED CONCRETE PIPE M 165.0000 18,150.00 39.600 6,534.00 152 900 MM REINFORCED CONCRETE PIPE M 600.0000 2,400.00 6.700 4,020.00 153 300 MM CORRUGATED STEEL PIPE M 145.0000 23,200.00 122.650 17,784.25 154 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 12,000.00 0.000 0.00 (1.63 MM THICK) 155 TEMPORARY 450 MM SLOTTED CORRUGATED M 250.0000 97,500.00 0.000 0.00 STEEL PIPE 156 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 800.00 0.000 0.00 157 DRAINAGE INLET MARKER EA 50.0000 1,450.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 8,000.00 4.770 4,770.00 (2.77 MM THICK) 159 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 160 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,150.00 7.000 2,450.00 161 ROCK SLOPE PROTECTION M3 240.0000 9,600.00 42.100 10,104.00 (FACING, METHOD B) 162 SLOPE PAVING (CONCRETE) (DRY STACK ROCK) M3 550.0000 165,550.00 0.000 0.00 (F) 163 TEMPORARY SACKED CONCRETE SLOPE M3 1,500.0000 450.00 0.000 0.00 PROTECTION 164 ROCK SLOPE PROTECTION FABRIC M2 2.5000 220.00 87.800 219.50 165 MINOR CONCRETE (MISCELLANEOUS M3 410.0000 455,100.00 647.610 265,520.10 CONSTRUCTION) 166 MINOR CONCRETE (GUTTER) M 82.0000 46,658.00 569.000 46,658.00 (F) 167 MISCELLANEOUS IRON AND STEEL KG 2.5000 43,830.00 7,485.000 18,712.50 (F) 168 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 133,995.00 5,607.000 84,105.00 (F) 169 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 22,000.00 436.600 21,830.00 VINYL-CLAD) 170 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 30,800.00 533.230 21,329.20 171 DELINEATOR (CLASS 1) EA 35.0000 2,660.00 0.000 0.00 172 OBJECT MARKER (TYPE K-1) EA 35.0000 140.00 0.000 0.00 173 OBJECT MARKER (TYPE K-2) EA 35.0000 35.00 0.000 0.00 174 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 105,000.00 1,283.410 96,255.75 175 CHAIN LINK FENCE M 54.0000 7,128.00 132.000 7,128.00 (F) (TYPE CL-1.2, VINYL CLAD) (MODIFIED) 176 TERMINAL SYSTEM (TYPE SKT) EA 3,000.0000 3,000.00 1.000 3,000.00 177 TRANSITION RAILING (TYPE WB) EA 3,500.0000 28,000.00 4.000 14,000.00 178 END SECTION EA 100.0000 1,300.00 5.000 500.00 179 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 8.000 20,000.00 180 END CAP (TYPE A) EA 100.0000 400.00 3.000 300.00 181 END CAP (TYPE TA) EA 150.0000 1,200.00 4.000 600.00 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 9,600.00 8.000 6,400.00 183 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 184 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60) M 165.0000 204,600.00 0.000 0.00 186 CONCRETE BARRIER (TYPE 60A) M 200.0000 45,200.00 0.000 0.00 (F) 187 CONCRETE BARRIER (TYPE 60C) M 240.0000 312,000.00 0.000 0.00 188 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 206,100.00 468.500 140,550.00 (F) 189 CONCRETE BARRIER (TYPE 732) M 250.0000 500.00 3.000 750.00 190 CONCRETE BARRIER (TYPE 732A) M 250.0000 1,500.00 6.000 1,500.00 191 CONCRETE BARRIER (TYPE 736A) M 250.0000 92,500.00 370.000 92,500.00 192 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 25,200.00 11.700 468.00 193 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 22,200.00 0.000 0.00 194 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 2,173.50 0.000 0.00 195 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,160.00 0.000 0.00 196 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,250.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 197 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 310.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 198 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 199 PARKING BUMPER (PRECAST CONCRETE) EA 35.0000 245.00 0.000 0.00 200 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,780.00 181.000 362.00 201 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6500 10,366.00 32.000 116.80 202 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,500.0000 3,500.00 0.500 1,750.00 SYSTEM ELEMENTS DURING CONSTRUCTION 203 SIGNAL AND LIGHTING (LOCATION 1) LS 90,000.0000 90,000.00 0.900 81,000.00 204 SIGNAL AND LIGHTING (LOCATION 2) LS 35,000.0000 35,000.00 0.800 28,000.00 205 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.600 84,000.00 206 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.660 115,500.00 207 SIGNAL AND LIGHTING (LOCATION 5) LS 125,000.0000 125,000.00 0.900 112,500.00 208 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 110,000.0000 110,000.00 0.960 105,600.00 209 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.950 47,500.00 (STAGE CONSTRUCTION) 210 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.950 71,250.00 (LOCATION 1) 211 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.870 174,000.00 (LOCATION 2) PROGRAM CAS145 PAGE 9 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.950 71,250.00 (LOCATION 3) 213 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.5000 4,913.00 1.750 14.88 432.250 3,674.13 (F) 214 EMERGENCY VEHICLE DETECTOR SYSTEM LS 25,000.0000 25,000.00 0.100 2,500.00 215 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.620 31,000.00 216 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 125,000.0000 125,000.00 0.800 100,000.00 217 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 75,000.0000 75,000.00 0.750 56,250.00 218 CAMERA UNIT EA 5,000.0000 10,000.00 0.000 0.00 219 PAN/TILT UNIT EA 5,000.0000 10,000.00 0.000 0.00 220 CAMERA CONTROL UNIT EA 25,000.0000 50,000.00 0.000 0.00 221 VIDEO ENCODER UNIT EA 1,500.0000 3,000.00 0.000 0.00 222 INTEGRATED SERVICE DIGITAL NETWORK EA 2,000.0000 4,000.00 0.000 0.00 (ISDN) TERMINAL ADAPTER 223 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 4,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 224 DIAL-UP MODEM EA 1,500.0000 1,500.00 0.000 0.00 225 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 4,000.00 0.000 0.00 CONTROLLER ASSEMBLY 226 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 7,500.0000 30,000.00 0.000 0.00 227 HIGHWAY ADVISORY RADIO SYSTEM EA 12,000.0000 12,000.00 0.000 0.00 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 229 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 275.0000 28,875.00 78.500 21,587.50 PROGRAM CAS145 PAGE 10 DATE 01/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 10:45 AM ESTIMATE NO. 38 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 01/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 322,004.88 27,219,548.84 ADJUSTMENT OF COMPENSATION 0.00 931,159.99 EXTRA WORK 1,989.14 1,894,277.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 323,994.02 30,044,986.70 230 MOBILIZATION LS 620,000.0000 3,620,000.00 1.000 3,620,000.00 ORIGINAL CONTRACT AMOUNT 37,967,153.75 TOTAL WORK COMPLETED 323,994.02 33,664,986.70 MATERIALS ON HAND ON SITE 691,771.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 323,994.02 34,356,758.26 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 03/20/09 870 05/14/09 05/14/09 07/12/13 511 153 142 0 82% 52% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/31/12