PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/20/05 EST. NO.11 TIME 01:05 PM R.E. NAME: BREYER, RICHARD 11-2326U4 --------------------------------------------------------------------------- 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 0080 79.98 E.W. @ F.A.(+) 031805 N 198.00 0106 284.04 051205 N 247.00 0107 212.78 051205 N 246.00 0109 190.80 051105 N 238.00 0111 190.80 051005 N 236.00 0112 171.09 051305 N 235.00 0117 42.63 050605 N 241.00 0118 352.76 051605 N 251.00 0119 432.02 051705 N 252.00 0120 269.02 051805 N 254.00 0121 79.30 052505 N 255.00 0122 80.00 052005 N 256.00 0123 76.46 060205 N 258.00 0124 245.65 041505 N 225.00 0125 190.20 041105 N 218.00 0126 73.94 052605 N 262.00 0127 15.86 052005 N 264.00 0128 116.18 052405 N 263.00 0129 2,505.76 030705 N 191.00 006 0024 239.59 E.W. @ F.A.(+) 050305 N 244.00 0025 257.46 050405 N 243.00 0027 46.50 050405 N 242.00 008 0020 627.08 E.W. @ F.A.(+) 021705 N 161.00 0021 814.37 041505 N 227.00 0023 165.55 041405 N 253.00 0024 1,250.57 041405 N 224.00 013 0029 233.80 E.W. @ F.A.(+) 050605 N 245.00 028 0004 907.87 E.W. @ F.A.(+) 011905 N 138.00 037 0005 787.50 E.W. @ F.A.(+) 051305 N 257.00 10,939.56 TOTAL THIS ESTIMATE 231,623.20 TOTAL PREVIOUS ESTIMATE 242,562.76 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/20/05 EST. NO.11 TIME 01:05 PM R.E. NAME: BREYER, RICHARD 11-2326U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPEN CLOSURES -19,600.00 03 MIX DSNG OUT-OF-GRAD -214.56 08 MIX DSNG OUT-OF-GRAD -308.45 08 0.00 -20,123.01 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 02 O/S PRS OCT -10,000.00 03 O/S PRS NOV -10,000.00 04 O/S PRS DEC -10,000.00 06 O/S PRS JAN -10,000.00 07 PRS RECD OCT 10,000.00 07 PRS RECD NOV 10,000.00 07 PRS RECD DEC 10,000.00 07 PRS RECD SEPT 10,000.00 07 O/S PRS FEB -10,000.00 08 O/S PRS MARCH -10,000.00 09 PRS RECD FEB 10,000.00 09 O/S PRS APRIL -10,000.00 10 PRS RECD MARCH 10,000.00 10 O/S PRS MAY -10,000.00 11 PRS RECD APRIL 10,000.00 11 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -40,123.01 PROGRAM CAS145 PAGE 1 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 LOCATION PROGRESS ESTIMATE 11-SD-15-M17.3/M19.1 ----------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO SOUTHERN DIVISION FROM MERCY ROAD UNDERCROSSING TO 2585 BUSINESS PARK DRIVE 0.6 KM SOUTH OF THE ROUTE 56 AND 15 VISTA,CA 92081 SEPARATION FED. AID NO. ACNH-015 -4(194)17N,I-015 -4(194)17N WIDENING RAMP AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 18,000.0000 18,000.00 0.062 1,116.00 0.553 9,954.00 02 TIME-RELATED OVERHEAD WDAY 2,900.0000 928,000.00 19.000 55,100.00 177.000 513,300.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 11,760.00 944.900 11,338.80 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.062 6,200.00 0.553 55,300.00 06 TEMPORARY FIBER ROLL (TYPE 2) M 54.0000 16,200.00 471.350 25,452.90 07 TEMPORARY EROSION CONTROL M2 0.5000 4,095.00 16,127.000 8,063.50 S) 08 TEMPORARY FIBER ROLL (TYPE 1) M 12.0000 39,960.00 1,102.500 13,230.00 09 TEMPORARY GRAVEL BAG EA 10.0000 7,600.00 2,460.000 24,600.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 18,000.00 6.000 36,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 8,500.0000 34,000.00 3.000 25,500.00 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.025 250.00 0.621 6,210.00 S) 13 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.062 12,400.00 0.553 110,600.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 21,550.00 2,342.000 11,710.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 3,360.00 902.000 3,157.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 36,000.00 0.187 2,244.00 1.659 19,908.00 S) 17 TEMPORARY RAILING (TYPE K) M 45.0000 202,950.00 3,383.100 152,239.50 S) 18 TRAFFIC PLASTIC DRUM EA 50.0000 3,200.00 61.000 3,050.00 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 15,400.00 65.000 13,000.00 S) 20 TEMPORARY CRASH CUSHION (ADIEM) EA 7,500.0000 37,500.00 6.000 45,000.00 S) 21 ABANDON IRRIGATION CROSSOVER EA 140.0000 1,400.00 0.000 0.00 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 23,600.00 1,159.000 23,180.00 PROGRAM CAS145 PAGE 2 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE M 2.0000 24,600.00 4,894.000 9,788.00 24 REMOVE ROADSIDE SIGN EA 150.0000 1,350.00 7.000 1,050.00 25 REMOVE SIGN STRUCTURE EA 3,200.0000 12,800.00 4.000 12,800.00 26 REMOVE ASPHALT CONCRETE DIKE M 10.0000 2,500.00 0.000 0.00 27 REMOVE CULVERT M 200.0000 6,000.00 30.000 6,000.00 28 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 6,400.00 0.000 0.00 S) 29 RESET ROADSIDE SIGN EA 300.0000 600.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 12,810.00 0.000 0.00 S) 33 REMOVE CONCRETE M3 300.0000 1,800.00 5.760 1,728.00 34 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 1.000 5,000.00 38 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 39 DEVELOP WATER SUPPLY LS 22,500.0000 22,500.00 0.062 1,395.00 0.553 12,442.50 40 ROADWAY EXCAVATION M3 40.0000 424,000.00 14,439.720 577,588.80 41 STRUCTURE EXCAVATION (BRIDGE) M3 1,500.0000 498,000.00 149.200 223,800.00 F) 42 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 240,835.00 5,179.640 181,287.40 F) 43 STRUCTURE EXCAVATION (TIEBACK WALL) M3 90.0000 8,280.00 92.000 8,280.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 360.0000 33,840.00 3.000 1,080.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 216,090.00 218.000 19,620.00 599.000 53,910.00 F) 46 FOUNDATION TREATMENT M3 40.0000 123,600.00 1,543.920 61,756.80 47 STRUCTURE BACKFILL (TIEBACK WALL) M3 480.0000 4,800.00 0.000 0.00 F) 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 32,010.00 48.000 5,280.00 F) WALL) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HIGHWAY PLANTING LS 90,000.0000 90,000.00 0.000 0.00 S) 51 EROSION CONTROL (BLANKET) M2 15.0000 12,750.00 0.000 0.00 S) 52 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 32,100.00 270.000 810.00 S) 53 COMPOST (EROSION CONTROL) KG 1.0000 950.00 24.000 24.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 6,480.00 2.040 163.20 S) 55 PLANT (GROUP W) (WILLOW CUTTING) EA 9.0000 2,196.00 0.000 0.00 S) 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 5.0000 295.00 1.500 7.50 S) 57 PLANT ESTABLISHMENT WORK LS 36,000.0000 36,000.00 0.000 0.00 S) 58 IRRIGATION SYSTEM LS 180,000.0000 180,000.00 0.384 69,120.00 S) 59 NPS 3 SUPPLY LINE (BRIDGE) M 90.0000 34,740.00 0.000 0.00 60 EXTEND 250 MM CONDUIT M 640.0000 8,960.00 0.000 0.00 S) 61 CLASS 4 AGGREGATE SUBBASE M3 35.0000 109,550.00 1,347.740 47,170.90 62 CLASS 2 AGGREGATE BASE M3 55.0000 141,350.00 935.050 51,427.75 63 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,700.00 0.000 0.00 64 ASPHALT CONCRETE (TYPE A) TONN 75.0000 264,750.00 299.940 22,495.50 65 ASPHALT CONCRETE BASE (TYPE A) TONN 75.0000 162,750.00 290.270 21,770.25 66 PLACE ASPHALT CONCRETE DIKE M 6.0000 4,740.00 0.000 0.00 67 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 1,300.00 0.000 0.00 68 CONCRETE PAVEMENT M3 230.0000 361,100.00 225.630 51,894.90 69 SEAL PAVEMENT JOINT M 6.0000 9,000.00 205.200 1,231.20 70 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 49,880.00 651.200 18,884.80 71 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 7,100.0000 426,000.00 45.400 322,340.00 S) PILING 72 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 14,100.0000 1,339,500.00 62.700 884,070.00 S) PILING (ROCK SOCKET) 73 TEST BORINGS M 200.0000 22,800.00 121.899 24,379.80 S) 74 TEST BORINGS (ROCK) M 400.0000 55,600.00 171.700 68,680.00 S) 75 TIEBACK ANCHOR EA 1,800.0000 59,400.00 33.000 59,400.00 S) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 31,000.00 12.000 6,000.00 F) PROGRAM CAS145 PAGE 4 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 1,785,000.00 282.000 197,400.00 1,055.200 738,640.00 F) 78 STRUCTURAL CONCRETE, BRIDGE (RETROFIT) M3 4,800.0000 480,000.00 100.000 480,000.00 F) 79 STRUCTURAL CONCRETE, RETAINING WALL M3 530.0000 63,600.00 32.000 16,960.00 69.000 36,570.00 F) 80 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 21,700.00 0.000 0.00 F) (TYPE N) 81 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 785,500.00 52.000 26,000.00 1,453.000 726,500.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 43,200.00 5.320 7,182.00 12.000 16,200.00 F) 83 SWIRLED PLASTER TEXTURE M2 42.0000 75,600.00 497.000 20,874.00 1,598.000 67,116.00 F) 84 FRACTURED RIB TEXTURE M2 170.0000 22,950.00 67.000 11,390.00 67.000 11,390.00 F) 85 DRILL AND BOND DOWEL M 100.0000 11,500.00 114.560 11,456.00 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,500.0000 721,500.00 12.000 222,000.00 12.000 222,000.00 S) GIRDER (30 M - 35 M) 87 ERECT PRECAST PRESTRESSED CONCRETE EA 3,500.0000 136,500.00 12.000 42,000.00 12.000 42,000.00 S) GIRDER 88 CORE CONCRETE (0 - 50 MM) M 400.0000 20,000.00 50.000 20,000.00 S) 89 CORE CONCRETE (151 MM - 200 MM) M 500.0000 5,500.00 11.000 5,500.00 S) 90 JOINT SEAL (MR 40 MM) M 200.0000 6,600.00 0.000 0.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 1,276,800.00 88,388.000 185,614.80 322,768.000 677,812.80 SF) 92 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 48,300.00 23,000.000 48,300.00 SF)(RETROFIT) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 232,560.00 2,528.000 10,112.00 48,737.600 194,950.40 SF) 94 HEADED BAR REINFORCEMENT EA 90.0000 10,440.00 0.000 0.00 95 SHOTCRETE M3 600.0000 27,000.00 45.000 27,000.00 F) 96 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 35,777.00 0.000 0.00 F) WITH WALKWAY) 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 7.0000 204,288.00 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 29,184.00 0.000 0.00 SF) 99 1070 MM CAST-IN-DRILLED-HOLE M 1,800.0000 43,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 METAL (RAIL MOUNTED SIGN) KG 21.0000 6,090.00 0.000 0.00 01 ROADSIDE SIGN - ONE POST EA 350.0000 2,800.00 0.000 0.00 02 ROADSIDE SIGN - TWO POST EA 700.0000 700.00 0.000 0.00 03 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 0.000 0.00 EXISTING POST PROGRAM CAS145 PAGE 5 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 150 MM ALTERNATIVE PIPE CULVERT M 110.0000 7,260.00 22.000 2,420.00 05 450 MM ALTERNATIVE PIPE CULVERT M 330.0000 4,290.00 2.100 693.00 06 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 13,600.00 10.420 3,542.80 07 80 MM ALTERNATIVE PIPE CULVERT M 50.0000 2,100.00 0.000 0.00 08 300MM BITUMINOUS COATED CORRUGATED M 530.0000 3,180.00 0.000 0.00 STEEL PIPE DOWNDRAIN 09 600MM BITUMINOUS COATED CORRUGATED M 900.0000 3,600.00 0.000 0.00 STEEL PIPE DOWNDRAIN 10 GRATED LINE DRAIN M 440.0000 16,720.00 0.000 0.00 11 WELDED STEEL PIPE CASING (BRIDGE) M 310.0000 8,370.00 0.000 0.00 12 MINOR CONCRETE (GUTTER) M 110.0000 8,030.00 0.000 0.00 F) 13 MINOR CONCRETE (TEXTURED PAVING) M2 90.0000 87,300.00 0.000 0.00 14 MISCELLANEOUS IRON AND STEEL KG 3.0000 5,328.00 0.000 0.00 SF) 15 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 42,500.00 2,000.000 34,000.00 SF) 16 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 90,000.00 7,500.000 90,000.00 SF)(RETROFIT) 17 DELINEATOR (CLASS 1) EA 40.0000 680.00 0.000 0.00 18 CONCRETE BARRIER (TYPE K) M 75.0000 14,250.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 25A) M 130.0000 126,100.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 25B) M 280.0000 64,400.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 50A) M 460.0000 4,600.00 10.000 4,600.00 F) 22 CABLE RAILING M 45.0000 12,735.00 139.200 6,264.00 139.200 6,264.00 SF) 23 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 5,600.00 0.000 0.00 S) 24 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 60D) M 130.0000 27,300.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 80) M 250.0000 100,500.00 0.000 0.00 F) 27 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 720.00 0.000 0.00 S) 28 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 6,270.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,920.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 30 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 6 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 10,050.00 5,740.000 2,870.00 S) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,895.00 2,903.000 4,354.50 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,470.00 874.000 2,622.00 S) 34 LIGHTING AND SIGN ILLUMINATION LS 186,000.0000 186,000.00 0.310 57,660.00 S) 35 MODIFY IRRIGATION CONTROLLER ENCLOSURE EA 5,000.0000 10,000.00 0.000 0.00 S) CABINET 36 LIGHTING CONDUIT (BRIDGE) M 60.0000 10,800.00 0.000 0.00 S) 37 COMMUNICATION CONDUIT (BRIDGE) M 160.0000 57,600.00 0.000 0.00 S) 38 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 20,000.00 3.000 150.00 S) 39 INDUCTIVE LOOP DETECTOR EA 300.0000 4,500.00 0.000 0.00 S) 40 FIBER OPTIC COMMUNICATION SYSTEM LS 60,000.0000 60,000.00 0.180 10,800.00 S) 41 RAMP METERING SYSTEM LS 15,000.0000 15,000.00 0.070 1,050.00 S) 42 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 43 REMOVE SIGN PANEL EA 1,300.0000 2,600.00 0.000 0.00 44 REMOVE BRIDGE MOUNTED SIGN STRUCTURE EA 2,900.0000 5,800.00 2.000 5,800.00 (WITH WALKWAY) 45 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 10,222.00 0.000 0.00 WITH WALKWAY) 46 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 80.0000 3,040.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:05 PM ESTIMATE NO. 11 BID OPENING 04/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 844,121.80 7,644,716.50 ADJUSTMENT OF COMPENSATION 0.00 42,393.87 EXTRA WORK 10,939.56 200,168.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 855,061.36 7,887,279.26 47 MOBILIZATION LS 1150,000.0000 1,150,000.00 0.050 57,500.00 1.000 1,150,000.00 ORIGINAL CONTRACT AMOUNT 15,344,700.00 TOTAL WORK COMPLETED 912,561.36 9,037,279.26 MATERIALS ON HAND ON SITE 258,553.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -40,123.01 TOTAL 912,561.36 9,255,709.49 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 06/10/04 570 09/07/04 09/07/04 01/18/06 177 20 0 0 60% 31% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 06/20/05