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 08/23/11 EST. NO.50 TIME 01:33 PM R.E. NAME: SARGISS, RAMSES 04-226144 --------------------------------------------------------------------------- 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 08/23/11 EST. NO.50 TIME 01:33 PM R.E. NAME: SARGISS, RAMSES 04-226144 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% SWPPP VIOLATION -4,000.00 32 SWPPP CREDIT 4,000.00 33 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 LOCATION PROGRESS ESTIMATE 04-MRN-101-11.2/12.8 ----------------- GHILOTTI BROS IN MARIN COUNTY IN SAN RAFAEL FROM 525 JACOBY STREET 0.8 KM SOUTH OF COLEMAN SCHOOL SAN RAFAEL CA 94901 PEDESTRIAN OVERCROSSING TO NORTH SAN PEDRO ROAD UNDERCROSSING FED. AID NO. ACST-Q101(127)E ,PE-Q101(127)E ,CML-6204(43) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 1.000 4,500.00 002 TIME-RELATED OVERHEAD LS 900,000.0000 900,000.00 1.000 900,000.00 003 TEMPORARY FENCE M 22.0000 14,960.00 22.000 484.00 004 TEMPORARY FENCE (TYPE ESA) M 4.5000 450.00 100.000 450.00 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 007 DEWATERING AND NON-STORM WATER DISCHARGE LS 40,000.0000 40,000.00 1.000 40,000.00 CONTROL 008 TEMPORARY SILT FENCE M 9.0000 6,300.00 846.800 7,621.20 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 10.000 25,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 22,000.00 11.000 22,000.00 011 TEMPORARY COVER M2 3.0000 15,000.00 10,777.310 32,331.93 012 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 24,500.00 91.000 63,700.00 013 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 014 TRAFFIC CONTROL SYSTEM LS 514,000.0000 514,000.00 1.000 514,000.00 (S) 015 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 93.200 6,990.00 (S) 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2500 35,750.00 28,318.581 92,035.39 (S) 017 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 3,975.00 104.000 7,800.00 (S) 018 TEMPORARY PAVEMENT MARKER EA 5.0000 16,100.00 6,714.000 33,570.00 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 020 TEMPORARY RAILING (TYPE K) M 45.0000 490,500.00 10,924.950 491,622.75 (S) 021 TEMPORARY CRASH CUSHION MODULE EA 200.0000 60,000.00 174.000 34,800.00 (S) 022 ABANDON CULVERT EA 700.0000 3,500.00 5.000 3,500.00 PROGRAM CAS145 PAGE 2 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON INLET EA 1,200.0000 1,200.00 4.000 4,800.00 024 REMOVE CHAIN LINK FENCE M 14.0000 16,660.00 1,309.000 18,326.00 025 REMOVE FLARED END SECTION EA 250.0000 2,750.00 10.000 2,500.00 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 20,760.00 6,914.740 41,488.44 STRIPE 027 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 2,190.00 12,188.652 36,565.96 028 REMOVE PAVEMENT MARKING M2 65.0000 975.00 51.240 3,330.60 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,690.00 6,560.360 19,681.08 030 REMOVE ROADSIDE SIGN (WOOD POST) EA 90.0000 1,170.00 15.000 1,350.00 031 REMOVE ROADSIDE SIGN PANEL EA 200.0000 800.00 4.000 800.00 032 REMOVE SIGN STRUCTURE EA 6,600.0000 19,800.00 3.000 19,800.00 033 REMOVE CULVERT EA 700.0000 21,700.00 35.000 24,500.00 034 REMOVE SLOTTED PIPE EA 6,000.0000 36,000.00 7.000 42,000.00 035 REMOVE INLET EA 350.0000 8,050.00 30.000 10,500.00 036 REMOVE HEADWALL EA 3,000.0000 9,000.00 8.000 24,000.00 037 REMOVE CONCRETE PAVEMENT M3 100.0000 15,000.00 429.000 42,900.00 038 SALVAGE CHAIN LINK FENCE M 1,000.0000 90,000.00 90.000 90,000.00 039 SALVAGE METAL BEAM GUARD RAILING M 27.5000 18,150.00 739.160 20,326.90 040 AT AND T TELEPHONE CONDUIT RELOCATION LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 041 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 2.000 400.00 042 ADJUST WATER METER TO GRADE EA 450.0000 900.00 0.000 0.00 043 ADJUST WATER VALVE COVER TO GRADE EA 450.0000 450.00 0.000 0.00 044 MODIFY INLET EA 2,100.0000 6,300.00 0.000 0.00 045 REMODEL INLET EA 2,500.0000 5,000.00 1.000 2,500.00 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 237,600.00 89,759.010 269,277.03 (S) 047 REMOVE CONCRETE BARRIER M 75.0000 180,000.00 3,371.000 252,825.00 048 REMOVE CONCRETE (CURB, GUTTER, AND M3 250.0000 27,500.00 152.039 38,009.75 SIDEWALK) 049 REMOVE SOUND WALL M2 25.0000 130,750.00 3,303.070 82,576.75 PROGRAM CAS145 PAGE 3 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SOUND WALL (AT SOUND WALL NO.9) LS 125,000.0000 125,000.00 0.000 0.00 051 CAP INLET EA 1,500.0000 4,500.00 3.000 4,500.00 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 055 CLEARING AND GRUBBING LS 77,500.0000 77,500.00 1.000 77,500.00 056 ROADWAY EXCAVATION M3 50.0000 1,105,000.00 23,557.860 1,177,893.00 057 ROADWAY EXCAVATION (TYPE Y-1) M3 40.0000 52,000.00 1,676.000 67,040.00 (AERIALLY DEPOSITED LEAD) 058 ROADWAY EXCAVATION (TYPE Y-2) M3 40.0000 80,000.00 2,374.160 94,966.40 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000.00 060 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 118,170.00 1,160.750 150,897.50 (F) 061 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 14,000.00 70.000 14,000.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 105.0000 1,014,615.00 8,993.840 944,353.20 (F) 063 STRUCTURE EXCAVATION, RETAINING WALL M3 70.0000 751,380.00 13,601.462 952,102.34 (F) (SOUND WALL ) 064 STRUCTURE EXCAVATION (TYPE Z-2) M3 200.0000 14,000.00 3,920.605 784,121.00 (AERIALLY DEPOSITED LEAD) 065 STRUCTURE EXCAVATION (TYPE Y-1) M3 40.0000 72,000.00 2,228.598 89,143.92 (AERIALLY DEPOSITED LEAD) 066 STRUCTURE BACKFILL (BRIDGE) M3 22.0000 15,114.00 859.000 18,898.00 (F) 067 CLASS 4 CONCRETE (BACKFILL) M3 450.0000 7,200.00 14.000 6,300.00 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 200,046.00 8,307.000 182,754.00 (F) 069 STRUCTURE BACKFILL (SOUND WALL) M3 22.0000 5,060.00 92.000 2,024.00 070 STRUCTURE BACKFILL, RETAINING WALL M3 22.0000 249,436.00 13,685.000 301,070.00 (F) (SOUND WALL ) 071 PERVIOUS BACKFILL MATERIAL M3 47.0000 52,969.00 1,114.800 52,395.60 (F) 072 SAND BACKFILL M3 220.0000 22,000.00 0.000 0.00 073 DITCH EXCAVATION M3 60.0000 126,000.00 3,300.000 198,000.00 074 IMPORTED BORROW M3 0.0100 90.00 0.000 0.00 075 HIGHWAY PLANTING LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 076 EROSION CONTROL (NETTING) M2 5.5000 18,700.00 5,344.500 29,394.75 (S) PROGRAM CAS145 PAGE 4 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER (EROSION CONTROL) KG 1.0000 710.00 1,098.200 1,098.20 (S) 078 FIBER ROLLS M 11.0000 14,410.00 1,441.990 15,861.89 (S) 079 LOG REVETMENT LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 080 COMPOST (EROSION CONTROL) M3 250.0000 2,250.00 13.900 3,475.00 (S) 081 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 4,800.00 6.000 3,600.00 (S) 082 PURE LIVE SEED (EROSION CONTROL) KG 78.0000 7,332.00 140.140 10,930.92 (S) 083 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 320.00 223.060 446.12 (S) 084 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.050 250.00 0.850 4,250.00 (S) 085 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 086 WATER METER EA 20,000.0000 40,000.00 2.000 40,000.00 087 200 MM CORRUGATED HIGH DENSITY M 220.0000 11,220.00 138.000 30,360.00 POLYETHYLENE PIPE CONDUIT 088 200 MM WELDED STEEL PIPE CONDUIT M 1,000.0000 15,000.00 0.000 0.00 (6.35 MM THICK) 089 CLASS 4 AGGREGATE SUBBASE M3 152.0000 42,560.00 0.000 0.00 090 CLASS 2 AGGREGATE BASE M3 125.0000 242,500.00 1,886.314 235,789.25 091 SEAL RANDOM CRACKS LNKM 1,500.0000 15,000.00 0.000 0.00 092 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,917,800.00 24,999.253 2,149,935.76 093 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 805,000.00 8,812.210 1,013,404.15 094 ASPHALT CONCRETE (LEVELING) TONN 90.0000 129,600.00 2,704.350 243,391.50 095 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 6,000.00 164.474 9,868.44 AREA) 096 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.5000 522.50 73.000 693.50 097 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 4,240.00 536.000 4,288.00 098 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 2,960.00 1,589.000 12,712.00 099 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 70,000.00 55.660 27,830.00 100 PORTLAND CEMENT CONCRETE BASE M3 400.0000 100,000.00 0.000 0.00 101 610 MM CAST-IN-DRILLED-HOLE CONCRETE M 660.0000 541,200.00 2,139.000 1,411,740.00 (S) PILING 102 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 710.0000 636,870.00 898.520 637,949.20 (S) PILING 103 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 900,000.00 1,479.300 887,580.00 (S) PILING PROGRAM CAS145 PAGE 5 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 1,301,400.00 982.210 265,196.70 (S) PILING (SOUND WALL) 105 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 720.0000 131,760.00 103.740 74,692.80 (S) PILING (RETAINING WALL) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 107 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 83,500.00 169.390 84,695.00 (F) 108 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 783,600.00 718.565 862,278.00 (F) 109 STRUCTURE CONCRETE, RETAINING WALL M3 725.0000 1,870,500.00 4,460.630 3,233,956.75 (SOUND WALL) 110 STRUCTURAL CONCRETE, RETAINING WALL M3 625.0000 2,517,500.00 3,677.949 2,298,718.13 (F) 111 SKYLIGHT LS 2,500.0000 2,500.00 1.000 2,500.00 112 STRUCTURAL CONCRETE, APPROACH SLAB M3 0.0100 0.11 0.000 0.00 (F) (TYPE N) 113 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 15,000.00 0.000 0.00 (F) (TYPE N MODIFIED) 114 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 370,000.00 211.690 211,690.00 115 CLASS 2 CONCRETE (WINGWALLS) M3 700.0000 14,000.00 38.200 26,740.00 116 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 172,480.00 175.000 171,500.00 (F) 117 CLASS 1 CONCRETE M3 900.0000 64,800.00 66.000 59,400.00 (F) (BOX CULVERT EXTENSION AND WINGWALL) 118 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 816,340.00 415.260 705,942.00 (F) 119 MINOR CONCRETE (STAIRWAY) M3 2,500.0000 12,500.00 5.000 12,500.00 (F) 120 MINOR CONCRETE (SOUND WALL) M3 500.0000 355,000.00 89.510 44,755.00 121 MINOR CONCRETE (BACKFILL) M3 600.0000 54,600.00 256.561 153,936.60 122 BIKE PATH AMENITIES LS 275,000.0000 275,000.00 1.000 275,000.00 123 FRACTURED RIB TEXTURE M2 70.0000 477,260.00 6,532.300 457,261.00 (F) 124 RANDOM RIB TEXTURE M2 170.0000 484,160.00 2,751.500 467,755.00 (F) 125 DRILL AND BOND DOWEL M 90.0000 15,570.00 199.080 17,917.20 126 CORE CONCRETE (680 MM) M 1,000.0000 3,000.00 4.330 4,330.00 (S) 127 SOUND WALL (PRECAST CONCRETE PANEL) M2 600.0000 10,200.00 0.000 0.00 (SF) 128 SOUND WALL (MASONRY BLOCK) M2 250.0000 327,500.00 0.000 0.00 (SF) 129 SOUND WALL (SOUND ABSORPTIVE) M2 600.0000 2,472,000.00 4,327.940 2,596,764.00 (S) 130 SOUND WALL M2 430.0000 3,513,100.00 1,480.750 636,722.50 (S) (SOUND ABSORPTIVE WITH BARRIER) PROGRAM CAS145 PAGE 6 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 15 MM) M 85.0000 4,080.00 36.300 3,085.50 (S) 132 BAR REINFORCING STEEL KG 3.3000 485,459.70 237,590.100 784,047.33 (SF) 133 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 382,740.00 135,812.300 407,436.90 (SF) 134 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 565,111.80 308,900.100 556,020.18 (SF) 135 BAR REINFORCING STEEL (WINGWALL) KG 3.3000 5,735.40 3,720.000 12,276.00 (SF) 136 BAR REINFORCING STEEL (BOX CULVERT) KG 3.3000 140,028.90 42,433.000 140,028.90 (SF) 137 BAR REINFORCING STEEL, RETAINING WALL KG 3.0000 564,711.00 345,293.000 1,035,879.00 (SF)(SOUND WALL) 138 WATERPROOFING AND COVER M2 150.0000 14,100.00 94.000 14,100.00 (SF) 139 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 343,200.00 28,600.000 343,200.00 (SF) 140 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 26,850.00 35,800.000 26,850.00 (SF) 141 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 12,150.00 90.000 12,150.00 (S) 142 FURNISH LAMINATED PANEL SIGN M2 250.0000 1,500.00 5.940 1,485.00 (S) (25.4 MM-TYPE B) 143 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 6,020.00 30.120 4,216.80 (S) (1.6 MM-UNFRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,200.00 6.840 1,026.00 (S) (2.0 MM-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 600.00 4.680 702.00 (S) (1.6 MM-FRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 2,660.00 13.630 2,589.70 (S) (2.0 MM-FRAMED) 147 1524 MM CAST-IN-DRILLED-HOLE M 215.0000 6,450.00 29.510 6,344.65 (S) CONCRETE PILE (SIGN FOUNDATION) 148 METAL (BARRIER MOUNTED SIGN) KG 27.0000 16,200.00 600.000 16,200.00 149 ROADSIDE SIGN - ONE POST EA 230.0000 3,450.00 29.000 6,670.00 150 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 8.000 3,200.00 151 ROADSIDE SIGN EA 100.0000 500.00 5.000 500.00 (STRAP AND SADDLE BRACKET METHOD) 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 3.000 300.00 METHOD) 153 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 6,450.00 43.000 6,450.00 154 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 900.00 5.000 1,500.00 EXISTING POST 155 REMOVE RAILROAD TRACK LS 435,600.0000 435,600.00 1.000 435,600.00 (S) 156 CONSTRUCT RAILROAD TRACK LS 850,000.0000 850,000.00 1.000 850,000.00 (S) 157 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 325.0000 412,750.00 1,298.020 421,856.50 PROGRAM CAS145 PAGE 7 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 785.0000 172,700.00 247.050 193,934.25 159 600 MM ALTERNATIVE PIPE CULVERT M 410.0000 110,700.00 270.030 110,712.30 160 750 MM ALTERNATIVE PIPE CULVERT M 450.0000 4,950.00 17.000 7,650.00 161 900 MM ALTERNATIVE PIPE CULVERT M 560.0000 145,600.00 248.970 139,423.20 162 1050 MM ALTERNATIVE PIPE CULVERT M 630.0000 40,320.00 57.810 36,420.30 (TYPE A) 163 1050 MM ALTERNATIVE PIPE CULVERT M 660.0000 270,600.00 438.120 289,159.20 (TYPE B) 164 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 37,600.00 49.330 39,464.00 165 450 MM REINFORCED CONCRETE PIPE M 1.0000 31.00 0.000 0.00 166 600 MM REINFORCED CONCRETE PIPE M 715.0000 22,880.00 50.930 36,414.95 167 750 MM REINFORCED CONCRETE PIPE M 480.0000 6,720.00 17.000 8,160.00 168 900 MM REINFORCED CONCRETE PIPE M 630.0000 25,830.00 16.600 10,458.00 169 1050 MM REINFORCED CONCRETE PIPE M 830.0000 5,810.00 7.310 6,067.30 170 1650 MM REINFORCED CONCRETE PIPE M 1,400.0000 19,600.00 14.000 19,600.00 171 450 MM REINFORCED CONCRETE PIPE M 315.0000 7,245.00 9.750 3,071.25 (CLASS V) 172 600 MM REINFORCED CONCRETE PIPE M 560.0000 19,600.00 23.160 12,969.60 (CLASS V) 173 750 MM REINFORCED CONCRETE PIPE M 475.0000 5,700.00 12.310 5,847.25 (CLASS V) 174 900 MM REINFORCED CONCRETE PIPE M 600.0000 16,200.00 29.990 17,994.00 (CLASS V) 175 1050 MM CORRUGATED STEEL PIPE M 1.0000 9.00 0.000 0.00 (3.51 MM THICK) 176 1650 MM CORRUGATED STEEL PIPE M 1,100.0000 15,400.00 20.060 22,066.00 (3.51 MM THICK) 177 450 MM CORRUGATED STEEL PIPE WITH M 350.0000 32,550.00 106.470 37,264.50 POLYMERIC COATING (1.63 MM THICK) 178 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 213,000.00 704.170 211,251.00 (1.63 MM THICK) 179 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 1,100.0000 4,400.00 4.250 4,675.00 180 600 MM WELDED STEEL PIPE (3.40 MM THICK) M 1,100.0000 18,700.00 41.350 45,485.00 181 750 MM WELDED STEEL PIPE (9.53 MM THICK) M 1,200.0000 3,600.00 5.000 6,000.00 182 900 MM WELDED STEEL PIPE (9.53 MM THICK) M 1,400.0000 5,600.00 35.200 49,280.00 183 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 184 750 MM CONCRETE FLARED END SECTION EA 1,100.0000 3,300.00 3.000 3,300.00 PROGRAM CAS145 PAGE 8 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 186 1050 MM CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500.00 187 1050 MM ALTERNATIVE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500.00 188 ROCK SLOPE PROTECTION M3 160.0000 52,800.00 190.650 30,504.00 (FACING, METHOD B) 189 SLOPE PAVING (CONCRETE) M3 1,900.0000 5,700.00 11.500 21,850.00 (F) 190 ROCK SLOPE PROTECTION FABRIC M2 5.0000 2,850.00 539.000 2,695.00 191 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 130,000.00 202.265 262,944.50 CONSTRUCTION) 192 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 200.0000 24,000.00 210.200 42,040.00 193 MISCELLANEOUS IRON AND STEEL KG 2.7500 55,825.00 19,572.000 53,823.00 (SF) 194 GRATE LOCKING DEVICE EA 300.0000 3,000.00 10.000 3,000.00 (S) 195 CHAIN LINK FENCE (TYPE CL-1.2) M 70.0000 30,800.00 647.520 45,326.40 (S) 196 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 77,000.00 883.160 61,821.20 (S) 197 METAL BEAM GUARD RAILING (WOOD POST) M 132.0000 19,800.00 140.500 18,546.00 (S) 198 CHAIN LINK RAILING (TYPE 7) M 180.0000 34,560.00 192.000 34,560.00 (SF) 199 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 155.0000 274,350.00 1,628.500 252,417.50 (S) 200 CONCRETE BARRIER (TYPE 26 MODIFIED) M 250.0000 15,500.00 62.000 15,500.00 (F) 201 METAL BRIDGE RAILING LS 13,000.0000 13,000.00 1.000 13,000.00 (SF) 202 TRANSITION RAILING (TYPE WB) EA 3,775.0000 3,775.00 2.000 7,550.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 2,675.0000 2,675.00 3.000 8,025.00 (S) 204 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 2,675.00 0.000 0.00 (S) 205 CRASH CUSHION, SAND FILLED EA 900.0000 2,700.00 4.000 3,600.00 (S) 206 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 1.000 40,000.00 (S) 207 CONCRETE BARRIER (TYPE 60) M 280.0000 739,200.00 1,400.740 392,207.20 208 CONCRETE BARRIER (TYPE 60C) M 760.0000 737,200.00 2,189.300 1,663,868.00 209 CONCRETE BARRIER (TYPE 60D) M 260.0000 31,200.00 136.020 35,365.20 210 CONCRETE BARRIER (TYPE 736 MODIFIED) M 710.0000 32,660.00 77.050 54,705.50 (F) 211 CONCRETE BARRIER (TYPE 736S) M 450.0000 432,000.00 649.770 292,396.50 PROGRAM CAS145 PAGE 9 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 736SV) M 27.0000 38,340.00 0.000 0.00 213 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 3,250.00 143.300 9,314.50 (S) 214 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 19,145.00 13,929.580 24,376.77 (S) 215 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,340.00 1,424.740 4,274.22 (S) 216 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,160.00 756.400 2,269.20 (S) (BROKEN 3.66 M - 0.92 M) 217 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 150.00 579.880 869.82 (S) (BROKEN 5.18 M - 2.14 M) 218 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 4,080.00 3,098.400 4,647.60 (S) 219 PAINT PAVEMENT MARKING (2-COAT) M2 65.0000 585.00 10.000 650.00 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 22,050.00 5,673.000 28,365.00 (S) 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 12,740.00 2,422.000 15,743.00 (S) 222 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 223 LIGHTING (BIKE PATH) LS 290,000.0000 290,000.00 1.000 290,000.00 (S) 224 LIGHTING (CITY) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 225 LIGHTING (CITY STAGE CONSTRUCTION) LS 9,000.0000 9,000.00 1.000 9,000.00 (S) 226 LIGHTING AND SIGN ILLUMINATION LS 90,000.0000 90,000.00 1.000 90,000.00 (S) (STAGE CONSTRUCTION) 227 LIGHTING AND SIGN ILLUMINATION LS 270,000.0000 270,000.00 1.000 270,000.00 (S) 228 FLASHING BEACON SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 229 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 230 TRAFFIC OPERATIONS SYSTEM LS 570,000.0000 570,000.00 1.000 570,000.00 (S) 231 DIAL-UP MODEM EA 2,000.0000 2,000.00 1.000 2,000.00 (S) 232 GENERAL PACKET RADIO SYSTEM WIRELESS EA 3,000.0000 18,000.00 6.000 18,000.00 (S) MODEM ASSEMBLY 233 CAMERA UNIT EA 6,000.0000 6,000.00 1.000 6,000.00 (S) 234 PAN/TILT UNIT EA 4,500.0000 4,500.00 1.000 4,500.00 (S) 235 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 1.000 4,500.00 (S) 236 VIDEO ENCODER UNIT EA 29,000.0000 29,000.00 1.000 29,000.00 (S) 237 INTEGRATED SERVICE DIGITAL NETWORK EA 2,000.0000 2,000.00 1.000 2,000.00 (S) TERMINAL ADAPTER 238 RELOCATE UNDERGROUND ELECTRIC CONDUITS LS 17,000.0000 17,000.00 1.000 17,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 240 SAMPLING AND ANALYSIS LS 50,000.0000 50,000.00 1.000 50,000.00 241 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 242 ASBESTOS COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 243 STRUCTURE EXCAVATION (TYPE Y-2) M3 40.0000 116,000.00 951.730 38,069.20 (AERIALLY DEPOSITED LEAD) 244 STRUCTURE EXCAVATION (TYPE TPH) M3 125.0000 12,500.00 1,686.258 210,782.25 PROGRAM CAS145 PAGE 11 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226144 TIME 01:33 PM ESTIMATE NO. 50 BID OPENING 05/30/07 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: SARGISS, RAMSES DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 250.00 40,131,659.22 ADJUSTMENT OF COMPENSATION 0.00 1,976,377.33 EXTRA WORK 0.00 10,155,448.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 250.00 52,263,485.32 245 MOBILIZATION LS 385,000.0000 4,385,000.00 1.000 4,385,000.00 ORIGINAL CONTRACT AMOUNT 43,851,526.41 TOTAL WORK COMPLETED 250.00 56,648,485.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 250.00 56,648,485.32 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 08/15/07 515 08/15/07 08/15/07 09/27/11 602 256 148 4 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SARGISS, RAMSES RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/11