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 08/17/11 EST. NO.45 TIME 10:37 AM R.E. NAME: SIOBHAN SAUNDERS 05-129104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/17/11 EST. NO.45 TIME 10:37 AM R.E. NAME: SIOBHAN SAUNDERS 05-129104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COZEEP CANCALLATION -983.20 25 50-1.10 OUT OF STATE -5,000.00 26 COZEEP CANCELLATION 491.60 29 MISS CEM2402 DBE -10,000.00 35 MISS CEM4401 -10,000.00 35 REC'D CEM-2402DBE 10,000.00 36 REC'D CEM-4401 10,000.00 36 SEC 90-2.02 LTR 665 -859.00 37 0.00 -6,350.60 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 05 MISSING PYRLS -10,000.00 06 MISSING PYRLS -10,000.00 07 REL #5 10,000.00 10 MISSING PYRLS -10,000.00 11 REL EST #6 10,000.00 12 MISSING PYRLS -10,000.00 13 REL #7 10,000.00 13 REL #11 & #13 20,000.00 16 MISSING PYRLS -10,000.00 17 MISSING PYRLS -10,000.00 22 REL EST #17 10,000.00 22 MISSING PYRLS -10,000.00 26 RECD PYRLS EST#22 10,000.00 28 MISS PYRLS -10,000.00 33 REL EST#33/RECD PYRL 10,000.00 34 MISS PYRLS -10,000.00 35 REC'D PYRLS EST# 26 10,000.00 39 REC'D MISS PAYROLLS 10,000.00 44 0.00 0.00 TOTAL DEDUCTIONS 0.00 -6,350.60 PROGRAM CAS145 PAGE 1 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 LOCATION FINAL ESTIMATE 05-SCR-1-15.8/17.6 -------------- 05-SCR-17-0.1/0.7 PAVEX MYERS J V IN SANTA CRUZ COUNTY IN AND NEAR 120 GRANITE ROCKWAY SANTA CRUZ AT VARIOUS LOCATIONS SAN JOSE CA 95136 FED. AID NO. ACNH-X087(28)E ,ACBH-X087(28)E ,NH-X087(28)E WIDEN TO 6 LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000.00 002 TIME-RELATED OVERHEAD WDAY 4,100.0000 2,460,000.00 600.000 2,460,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 95,200.00 2,169.700 86,788.00 (S) 004 TEMPORARY FENCE (TYPE ESA) M 25.0000 17,750.00 676.560 16,914.00 (S) 005 PREPARE STORM WATER POLLUTION LS 11,200.0000 11,200.00 1.000 11,200.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 1.000 15,000.00 007 TEMPORARY SILT FENCE M 17.0000 110,500.00 2,823.310 47,996.27 (S) 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 48,000.00 16.000 96,000.00 009 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 010 TRAFFIC CONTROL SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 011 TYPE III BARRICADE EA 50.0000 4,150.00 87.000 4,350.00 (S) 012 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,715.00 50.460 1,766.10 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 62,900.00 53,458.000 53,458.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 21,200.00 225.000 9,000.00 (S) 015 TEMPORARY PAVEMENT MARKER EA 3.0000 34,200.00 8,704.000 26,112.00 (S) 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 017 TEMPORARY RAILING (TYPE K) M 30.0000 927,000.00 27,183.000 815,490.00 (S) 018 TEMPORARY CRASH CUSHION MODULE EA 450.0000 220,500.00 558.000 251,100.00 (S) 019 ABANDON CULVERT M 50.0000 26,500.00 22.700 1,135.00 020 ABANDON INLET EA 1,500.0000 16,500.00 7.000 10,500.00 021 REMOVE CHAIN LINK FENCE M 15.0000 27,000.00 2,962.800 44,442.00 (S) 022 REMOVE CHAIN LINK GATE EA 450.0000 900.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING M 22.0000 41,580.00 1,844.290 40,574.38 (S) 024 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 51,500.00 2,060.300 51,507.50 (S) 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 6,960.00 2,248.000 6,744.00 (S) STRIPE 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,370.00 7,702.400 23,107.20 (S) 027 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 840.00 2.320 81.20 (S) 028 REMOVE PAVEMENT MARKER EA 1.0000 2,450.00 2,589.000 2,589.00 (S) 029 REMOVE ROADSIDE SIGN EA 150.0000 2,550.00 20.000 3,000.00 030 REMOVE ROADSIDE SIGN EA 100.0000 300.00 3.000 300.00 (STRAP AND SADDLE BRACKET METHOD) 031 REMOVE SIGN STRUCTURE EA 3,800.0000 22,800.00 6.000 22,800.00 032 REMOVE PIPE M 120.0000 60,000.00 187.940 22,552.80 033 REMOVE INLET EA 900.0000 27,000.00 18.000 16,200.00 034 REMOVE HEADWALL EA 1,300.0000 10,400.00 9.000 11,700.00 035 REMOVE CONCRETE DISSIPATOR EA 1,600.0000 6,400.00 0.000 0.00 036 REMOVE DOWNDRAIN M 165.0000 5,940.00 12.500 2,062.50 037 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 33,600.00 1,680.000 33,600.00 038 RESET ROADSIDE SIGN EA 150.0000 3,150.00 23.000 3,450.00 039 RELOCATE ROADSIDE SIGN EA 150.0000 2,100.00 14.000 2,100.00 040 RELOCATE ROADSIDE SIGN EA 100.0000 400.00 3.000 300.00 (STRAP AND SADDLE BRACKET METHOD) 041 ADJUST FRAME AND GRATE TO GRADE EA 5,000.0000 5,000.00 2.000 10,000.00 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 2,760.00 1,560.700 4,682.10 (S) 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 50,400.00 13,100.710 52,402.84 (S) AND BASE 044 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 120.0000 2,760.00 44.010 5,281.20 045 REMOVE CONCRETE CURB M 18.0000 2,880.00 1,985.970 35,747.46 046 REMOVE CONCRETE BARRIER M 50.0000 8,000.00 151.200 7,560.00 047 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 125.0000 82,500.00 1,107.870 138,483.75 048 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000.00 049 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 3 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 051 BRIDGE REMOVAL (PORTION), LOCATION B LS 80,000.0000 80,000.00 1.000 80,000.00 052 BRIDGE REMOVAL (PORTION), LOCATION C LS 80,000.0000 80,000.00 1.000 80,000.00 053 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000.00 054 ROADWAY EXCAVATION M3 30.0000 2,691,000.00 87,960.220 2,638,806.60 055 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 130,000.00 514.000 102,800.00 (AERIALLY DEPOSITED LEAD) 056 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 057 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 286,200.00 2,862.000 286,200.00 (F) 058 STRUCTURE EXCAVATION (TYPE A) M3 600.0000 444,000.00 740.000 444,000.00 (F) 059 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 135,200.00 2,080.000 135,200.00 (F) 060 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 10.0000 8,600.00 860.000 8,600.00 (F) 061 STRUCTURE BACKFILL (BRIDGE) M3 115.0000 326,025.00 2,835.000 326,025.00 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 165,000.00 3,000.000 165,000.00 (F) 063 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 25.0000 1,500.00 60.000 1,500.00 (F) 064 SAND BACKFILL M3 100.0000 8,000.00 4.200 420.00 065 EARTH RETAINING STRUCTURE M2 855.0000 2,462,400.00 0.000 0.00 (F) 066 SOIL NAIL ASSEMBLY M 85.0000 277,950.00 3,587.000 304,895.00 (SF) 067 GEOSYNTHETIC REINFORCED EMBANKMENT M2 7.0000 10,780.00 0.000 0.00 068 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0.00 (S) 069 TURF REINFORCEMENT MAT M2 8.0000 7,520.00 833.900 6,671.20 (S) 070 MULCH M3 40.0000 120.00 0.000 0.00 (S) 071 FIBER (EROSION CONTROL) KG 1.0000 2,500.00 2,857.900 2,857.90 (S) 072 BIOTECHNICAL SLOPE REVETMENT M 50.0000 3,750.00 0.000 0.00 (S) 073 FIBER ROLLS M 10.0000 13,800.00 3,470.100 34,701.00 (S) 074 COMPOST (EROSION CONTROL) M3 120.0000 1,800.00 12.050 1,446.00 (S) 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 4.000 4,000.00 (S) 076 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 18,750.00 343.930 25,794.75 (S) PROGRAM CAS145 PAGE 4 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,500.00 630.600 1,891.80 (S) 078 PLANT (GROUP W) EA 8.0000 432.00 54.000 432.00 (S) 079 PLANT (GROUP B) EA 50.0000 2,700.00 42.000 2,100.00 (S) 080 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 081 NPS 2 SUPPLY LINE (BRIDGE) M 180.0000 66,600.00 370.000 66,600.00 082 250 MM BITUMINOUS COATED CORRUGATED M 200.0000 34,000.00 171.680 34,336.00 (S) STEEL PIPE CONDUIT (1.63 MM THICK) 083 250 MM WELDED STEEL PIPE CONDUIT M 450.0000 5,850.00 0.000 0.00 (S) (3.40 MM THICK) 084 CLASS 2 AGGREGATE BASE M3 44.0000 1,812,800.00 41,987.808 1,847,463.55 085 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 4,000.00 51.300 5,130.00 086 ASPHALT CONCRETE (TYPE A) TONN 85.0000 2,720,000.00 35,875.580 3,049,424.30 087 ASPHALT CONCRETE (OPEN GRADED) TONN 88.0000 212,080.00 2,195.030 193,162.64 088 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 9,570.00 2,631.000 7,893.00 089 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 2,250.00 1,073.900 3,221.70 090 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 1,200.00 473.500 1,420.50 091 FURNISH STEEL PILING (HP 250 X 62) M 60.0000 41,880.00 701.540 42,092.40 092 DRIVE STEEL PILE (HP 250 X 62) EA 1,350.0000 76,950.00 57.000 76,950.00 (S) 093 FURNISH STEEL PILING (HP 250 X 85) M 75.0000 109,500.00 1,479.000 110,925.00 094 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 206,000.00 103.000 206,000.00 (S) 095 FURNISH STEEL PILING (HP 310 X 79) M 73.0000 411,428.00 5,496.850 401,270.05 096 DRIVE STEEL PILE (HP 310 X 79) EA 1,100.0000 504,900.00 459.000 504,900.00 (S) 097 910 MM CAST-IN-DRILLED-HOLE M 1,200.0000 650,400.00 534.240 641,088.00 (S) CONCRETE PILING 098 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 1,016,600.00 385.250 1,001,650.00 (S) PILING (ROCK SOCKET) 099 910 MM PERMANENT STEEL CASING M 1,460.0000 791,320.00 534.240 779,990.40 100 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 244,745.00 1,566.730 242,843.15 (S) PILING (BARRIER) 101 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 6,325.00 54.340 6,249.10 (S) PILING (SOUND WALL) 102 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 144,150.00 951.278 147,448.09 (S) PILING (SOUND WALL) 103 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 551,800.00 3,561.541 552,038.86 (S) PILING (SOUND WALL) PROGRAM CAS145 PAGE 5 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 5,000.00 19.300 4,825.00 (S) PILING (SOUND WALL) 105 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 106 SEAL COURSE CONCRETE M3 850.0000 85,000.00 150.200 127,670.00 107 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 275,000.00 551.500 275,750.00 (F) 108 STRUCTURAL CONCRETE, BRIDGE M3 963.0000 3,033,450.00 3,151.500 3,034,894.50 (F) 109 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 942,500.00 1,450.000 942,500.00 (F) 110 STRUCTURAL CONCRETE, APPROACH SLAB M3 825.0000 635,250.00 770.000 635,250.00 (F) (TYPE N) 111 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 266,000.00 380.000 266,000.00 (F) (TYPE R) 112 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 175,200.00 133.842 160,610.40 (F) 113 MINOR CONCRETE (SOUND WALL) M3 700.0000 471,100.00 682.800 477,960.00 (F) 114 PAVING NOTCH EXTENSION M3 7,500.0000 67,500.00 10.680 80,100.00 115 DRYSTACK ROCK TEXTURE M2 100.0000 132,000.00 1,320.000 132,000.00 (F) 116 DRILL AND BOND DOWEL M 120.0000 55,200.00 504.700 60,564.00 117 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 100,000.00 10.000 100,000.00 (S) DECK UNIT (SLAB TYPE) (10M-15M) 118 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,000.0000 300,000.00 60.000 300,000.00 (S) GIRDER (10 M - 15 M) 119 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 360,000.00 48.000 360,000.00 (S) GIRDER (15 M - 20 M) 120 FURNISH PRECAST PRESTRESSED CONCRETE EA 60,000.0000 180,000.00 3.000 180,000.00 (S) BULB-TEE GIRDER (35 M-40 M) 121 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 166,500.00 111.000 166,500.00 (S) GIRDER 122 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,500.0000 15,000.00 10.000 15,000.00 (S) UNIT 123 REFINISH BRIDGE DECK M2 300.0000 45,000.00 110.100 33,030.00 124 SOUND WALL (MASONRY BLOCK) M2 210.0000 2,837,310.00 13,499.000 2,834,790.00 (SF) 125 JOINT SEAL (MR 15 MM) M 100.0000 36,000.00 360.000 36,000.00 (S) 126 JOINT SEAL (MR 40 MM) M 155.0000 5,735.00 37.000 5,735.00 (S) 127 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,160,900.00 580,750.000 1,161,500.00 (SF) 128 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 271,200.00 135,600.000 271,200.00 (SF) 129 HEADED BAR REINFORCEMENT EA 10.0000 1,660.00 166.000 1,660.00 (S) 130 SHOTCRETE M3 625.0000 75,000.00 126.000 78,750.00 (F) PROGRAM CAS145 PAGE 6 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 11.0000 98,142.00 8,922.000 98,142.00 (F) WITH WALKWAY) 132 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 17,844.00 8,922.000 17,844.00 (SF)WITH WALKWAY) 133 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 428,681.00 46,487.000 511,357.00 (F) 134 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 38,971.00 46,487.000 46,487.00 (SF) 135 1372 MM CAST-IN-DRILLED-HOLE M 1,500.0000 19,500.00 15.000 22,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 136 1524 MM CAST-IN-DRILLED-HOLE M 1,600.0000 33,600.00 28.600 45,760.00 (S) CONCRETE PILE (SIGN FOUNDATION) 137 METAL (BARRIER MOUNTED SIGN) KG 30.0000 4,860.00 162.000 4,860.00 (F) 138 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 26.000 6,500.00 139 ROADSIDE SIGN - TWO POST EA 550.0000 2,750.00 5.000 2,750.00 140 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 1,000.0000 4,000.00 4.000 4,000.00 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 2.000 300.00 METHOD) 142 INSTALL ROADSIDE SIGN EA 1,500.0000 3,000.00 2.000 3,000.00 (LAMINATED WOOD BOX POST) 143 PREPARE AND STAIN CONCRETE M2 30.0000 39,600.00 0.000 0.00 (S) 144 300 MM REINFORCED CONCRETE PIPE M 330.0000 75,900.00 156.850 51,760.50 145 450 MM REINFORCED CONCRETE PIPE M 300.0000 561,000.00 1,610.990 483,297.00 146 600 MM REINFORCED CONCRETE PIPE M 415.0000 182,600.00 432.100 179,321.50 147 750 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 33.810 15,214.50 148 900 MM REINFORCED CONCRETE PIPE M 470.0000 202,100.00 376.400 176,908.00 149 JACKED 450 MM REINFORCED CONCRETE PIPE M 750.0000 41,250.00 0.000 0.00 (CLASS II) 150 200 MM GALVANIZED STEEL PIPE M 500.0000 1,550.00 12.100 6,050.00 151 300 MM GALVANIZED STEEL PIPE M 120.0000 9,960.00 133.200 15,984.00 152 GEOCOMPOSITE DRAIN M2 85.0000 13,600.00 0.000 0.00 (S) 153 300 MM ENTRANCE TAPER EA 1,200.0000 2,400.00 2.000 2,400.00 154 300 MM ANCHOR ASSEMBLY EA 700.0000 2,800.00 4.000 2,800.00 155 250 MM HIGH DENSITY POLYETHYLENE M 225.0000 20,025.00 0.000 0.00 PIPE (CLASS 200) 156 250 MM WELDED STEEL PIPE (3.40 MM THICK) M 390.0000 58,500.00 93.800 36,582.00 157 450 MM CONCRETE FLARED END SECTION EA 180.0000 360.00 1.000 180.00 PROGRAM CAS145 PAGE 7 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 600 MM CONCRETE FLARED END SECTION EA 240.0000 720.00 3.000 720.00 159 750 MM CONCRETE FLARED END SECTION EA 290.0000 290.00 2.000 580.00 160 900 MM CONCRETE FLARED END SECTION EA 525.0000 525.00 0.000 0.00 161 150 MM POLYVINYL CHLORIDE SEWER PIPE M 1,100.0000 198,000.00 0.000 0.00 (S) 162 MANHOLE EA 6,000.0000 114,000.00 17.000 102,000.00 (S) 163 VEGETATED ROCK SLOPE PROTECTION M2 10.0000 11,000.00 723.000 7,230.00 164 ROCK SLOPE PROTECTION M3 150.0000 67,500.00 5.400 810.00 (BACKING NO. 2, METHOD B) 165 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 110.0000 181,500.00 0.000 0.00 166 SLOPE PAVING (CONCRETE) M3 150.0000 79,500.00 0.000 0.00 (F) 167 ROCK SLOPE PROTECTION FABRIC M2 5.0000 9,100.00 0.000 0.00 168 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 97,500.00 222.465 144,602.25 CONSTRUCTION) 169 MINOR CONCRETE (GUTTER) M 80.0000 56,560.00 129.000 10,320.00 (F) 170 MINOR CONCRETE (TEXTURED PAVING) M3 1,000.0000 65,000.00 52.963 52,963.00 171 MISCELLANEOUS IRON AND STEEL KG 4.0000 49,884.00 12,471.000 49,884.00 (SF) 172 MANHOLE FRAME AND COVER EA 225.0000 4,500.00 20.000 4,500.00 (S) 173 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 26,250.00 1,750.000 26,250.00 (SF) 174 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 350.0000 3,850.00 11.000 3,850.00 (S) 175 DELINEATOR (CLASS 1) EA 45.0000 6,750.00 110.000 4,950.00 176 OBJECT MARKER EA 45.0000 1,755.00 39.000 1,755.00 177 METAL BEAM GUARD RAILING (STEEL POST) M 70.0000 102,200.00 1,722.500 120,575.00 (S) 178 CHAIN LINK RAILING (TYPE 6) M 145.0000 20,590.00 142.000 20,590.00 (SF) 179 CONCRETE BARRIER (TYPE 26 MODIFIED) M 625.0000 88,750.00 142.000 88,750.00 (F) 180 CABLE RAILING M 70.0000 49,630.00 131.000 9,170.00 (SF) 181 TRANSITION RAILING (TYPE WB) EA 490.0000 4,410.00 7.000 3,430.00 (S) 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 790.0000 3,950.00 3.000 2,370.00 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 900.0000 1,800.00 2.000 1,800.00 (S) 184 CRASH CUSHION (WIDETRACC) EA 18,000.0000 18,000.00 1.000 18,000.00 (S) PROGRAM CAS145 PAGE 8 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60) M 150.0000 10,350.00 36.000 5,400.00 186 CONCRETE BARRIER (TYPE 60A) M 175.0000 29,750.00 170.000 29,750.00 (F) 187 CONCRETE BARRIER (TYPE 60C) M 200.0000 488,000.00 2,433.700 486,740.00 188 CONCRETE BARRIER (TYPE 60D) M 125.0000 33,875.00 272.600 34,075.00 (F) 189 CONCRETE BARRIER (TYPE 60E) M 400.0000 30,800.00 119.881 47,952.40 190 CONCRETE BARRIER (TYPE 60A MODIFIED) M 250.0000 3,000.00 12.000 3,000.00 (F) 191 CONCRETE BARRIER (TYPE 732A) M 250.0000 30,000.00 120.000 30,000.00 (F) 192 CONCRETE BARRIER (TYPE 736SV) M 320.0000 281,600.00 876.700 280,544.00 193 CONCRETE BARRIER (TYPE 736) M 400.0000 107,200.00 268.000 107,200.00 (F) 194 CONCRETE BARRIER (TYPE 736 MODIFIED) M 390.0000 130,260.00 334.000 130,260.00 (F) 195 CONCRETE BARRIER (TYPE 736A MODIFIED) M 350.0000 118,650.00 339.000 118,650.00 (F) 196 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 350.0000 206,850.00 591.000 206,850.00 (F) 197 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 8,250.00 237.890 17,841.75 (S) 198 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 27,600.00 34,048.750 34,048.75 (S) (SPRAYABLE) 199 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,980.00 2,812.000 5,624.00 (S) 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 8,150.00 1,740.000 8,700.00 (S) 201 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 202 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 35,000.0000 35,000.00 1.000 35,000.00 (S) SYSTEM 203 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 0.000 0.00 (S) 204 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0.00 (S) 205 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,000.0000 35,000.00 0.000 0.00 (S) 206 TRAFFIC MONITORING STATION (LOCATION 4) LS 35,000.0000 35,000.00 0.000 0.00 (S) 207 TRAFFIC MONITORING STATION (LOCATION 5) LS 35,000.0000 35,000.00 0.000 0.00 (S) 208 TRAFFIC MONITORING STATION (LOCATION 6) LS 35,000.0000 35,000.00 0.000 0.00 (S) 209 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION 1) 210 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION 2) 211 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION 3) PROGRAM CAS145 PAGE 9 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MODIFY CLOSED CIRCUIT TELEVISION LS 35,000.0000 35,000.00 1.000 35,000.00 (S) SYSTEM (LOCATION 1) 213 MODIFY CLOSED CIRCUIT TELEVISION LS 35,000.0000 35,000.00 1.000 35,000.00 (S) SYSTEM (LOCATION 2) 214 MODIFY LIGHTING AND SIGN ILLUMINATION LS 35,000.0000 35,000.00 1.000 35,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:37 AM ESTIMATE NO. 45 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 08/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 35,752,536.84 ADJUSTMENT OF COMPENSATION 0.00 4,479,563.59 EXTRA WORK 0.00 6,124,568.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 46,356,669.33 215 MOBILIZATION LS 950,000.0000 3,950,000.00 1.000 3,950,000.00 ORIGINAL CONTRACT AMOUNT 42,964,107.00 TOTAL WORK COMPLETED 0.00 50,306,669.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,350.60 TOTAL 0.00 50,300,318.73 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/24/06 850 04/10/06 04/10/06 10/30/08 601 39 0 1 100% 100% SIOBHAN SAUNDERS RESIDENT ENGINEER PROGRAM CAS145 DATE 08/17/11