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 11/21/05 EST. NO.18 TIME 01:54 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 0179 274.10 E.W. @ F.A.(+) 110305 N 365.00 0180 374.50 110805 N 372.00 003 0028 9,459.73 A.C. @ U.P.(+) 111705 N 28 0 004 0001 -10,000.00 A.C. @ L.S.(-) 111505 N 1 0 006 0039 120.33 E.W. @ F.A.(+) 022505 N 174.20 0040 148.80 111005 N 369.00 0041 193.21 110905 N 371.00 008 0026 246.50 E.W. @ F.A.(+) 101405 N 352.00 0027 213.51 110405 N 3014 0 013 0032 329.69 E.W. @ F.A.(+) 111005 N 367.00 020 0001 20,183.36 A.C. @ L.S.(+) 111705 N 1 0 026 0001 985.94 E.W. @ F.A.(+) 101105 N 345.00 0002 66.02 110405 N 366.00 0003 132.03 110705 N 373.00 0004 147,206.21 E.W. @ L.S.(+) 111605 N 1 0 0005 1,205.89 E.W. @ U.P (+) 111605 N 5 0 029 0012 198.16 E.W. @ F.A.(+) 102705 N 363.00 0013 594.46 111505 N 374.00 035 0016 428.86 E.W. @ F.A.(+) 111005 N 368.00 0017 190.85 110905 N 370.00 172,552.15 TOTAL THIS ESTIMATE 336,249.81 TOTAL PREVIOUS ESTIMATE 508,801.96 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 11/21/05 EST. NO.18 TIME 01:54 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 OUT-OF-CC CONC MIX -132.19 14 0.00 -20,255.20 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 O/S PRS JUNE -10,000.00 12 PRS RECD JAN 10,000.00 12 O/S PRS JULY -10,000.00 13 PRS RECD MAY 10,000.00 13 O/S PRS AUG -10,000.00 14 O/S PRS SEPT -10,000.00 16 PRS RECD JULY 10,000.00 16 O/S PRS OCT -10,000.00 18 PRS RECD JUNE 10,000.00 18 PRS RECD AUG 10,000.00 18 10,000.00 -20,000.00 TOTAL DEDUCTIONS 10,000.00 -40,255.20 PROGRAM CAS145 PAGE 1 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 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 0.063 1,134.00 0.872 15,696.00 02 TIME-RELATED OVERHEAD WDAY 2,900.0000 928,000.00 20.000 58,000.00 279.000 809,100.00 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 0.063 6,300.00 0.872 87,200.00 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 2,023.400 1,011.70 21,185.400 10,592.70 S) 08 TEMPORARY FIBER ROLL (TYPE 1) M 12.0000 39,960.00 3,342.780 40,113.36 09 TEMPORARY GRAVEL BAG EA 10.0000 7,600.00 38.000 380.00 2,709.000 27,090.00 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 0.749 7,490.00 S) 13 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.063 12,600.00 0.872 174,400.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 21,550.00 2,415.426 12,077.13 4,757.426 23,787.13 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 3,360.00 306.000 1,071.00 1,208.000 4,228.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 36,000.00 0.188 2,256.00 2.616 31,392.00 S) 17 TEMPORARY RAILING (TYPE K) M 45.0000 202,950.00 1,006.500 45,292.50 4,389.600 197,532.00 S) 18 TRAFFIC PLASTIC DRUM EA 50.0000 3,200.00 28.000 1,400.00 89.000 4,450.00 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 15,400.00 14.000 2,800.00 79.000 15,800.00 S) 20 TEMPORARY CRASH CUSHION (ADIEM) EA 7,500.0000 37,500.00 2.000 15,000.00 8.000 60,000.00 S) 21 ABANDON IRRIGATION CROSSOVER EA 140.0000 1,400.00 10.000 1,400.00 10.000 1,400.00 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 23,600.00 1,159.000 23,180.00 PROGRAM CAS145 PAGE 2 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,275.000 2,550.00 6,169.000 12,338.00 24 REMOVE ROADSIDE SIGN EA 150.0000 1,350.00 2.000 300.00 9.000 1,350.00 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 7.620 304.80 7.620 304.80 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 0.063 1,417.50 0.872 19,620.00 40 ROADWAY EXCAVATION M3 40.0000 424,000.00 12,936.000 517,440.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 1,500.0000 498,000.00 389.140 583,710.00 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 10.000 3,600.00 89.000 32,040.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 216,090.00 2,269.250 204,232.50 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 10.000 4,800.00 F) 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 32,010.00 287.000 31,570.00 F) WALL) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,278.050 15,834.15 S) 53 COMPOST (EROSION CONTROL) KG 1.0000 950.00 469.160 469.16 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 6,480.00 39.877 3,190.16 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 29.325 146.63 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 1,787.130 62,549.55 62 CLASS 2 AGGREGATE BASE M3 55.0000 141,350.00 1,424.910 78,370.05 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 1,296.190 97,214.25 1,596.130 119,709.75 65 ASPHALT CONCRETE BASE (TYPE A) TONN 75.0000 162,750.00 1,249.690 93,726.75 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 1,328.180 305,481.40 69 SEAL PAVEMENT JOINT M 6.0000 9,000.00 844.260 5,065.56 70 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 49,880.00 238.000 6,902.00 889.200 25,786.80 71 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 7,100.0000 426,000.00 39.100 277,610.00 S) PILING 72 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 14,100.0000 1,339,500.00 69.000 972,900.00 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 73.000 36,500.00 F) PROGRAM CAS145 PAGE 4 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,785,000.00 446.000 312,200.00 2,511.000 1,757,700.00 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 63,600.00 120.000 63,600.00 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 1,487.000 743,500.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 43,200.00 -0.260 -351.00 17.550 23,692.50 F) 83 SWIRLED PLASTER TEXTURE M2 42.0000 75,600.00 1,800.000 75,600.00 F) 84 FRACTURED RIB TEXTURE M2 170.0000 22,950.00 135.000 22,950.00 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 39.000 721,500.00 S) GIRDER (30 M - 35 M) 87 ERECT PRECAST PRESTRESSED CONCRETE EA 3,500.0000 136,500.00 39.000 136,500.00 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 14,527.000 30,506.70 564,279.000 1,184,985.90 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 55,185.600 220,742.40 SF) 94 HEADED BAR REINFORCEMENT EA 90.0000 10,440.00 116.000 10,440.00 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 5,111.000 35,777.00 F) WITH WALKWAY) 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 7.0000 204,288.00 29,184.000 204,288.00 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 29,184.00 29,184.000 29,184.00 SF) 99 1070 MM CAST-IN-DRILLED-HOLE M 1,800.0000 43,200.00 23.100 41,580.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 METAL (RAIL MOUNTED SIGN) KG 21.0000 6,090.00 215.000 4,515.00 215.000 4,515.00 01 ROADSIDE SIGN - ONE POST EA 350.0000 2,800.00 1.000 350.00 1.000 350.00 02 ROADSIDE SIGN - TWO POST EA 700.0000 700.00 2.000 1,400.00 2.000 1,400.00 03 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 0.000 0.00 EXISTING POST PROGRAM CAS145 PAGE 5 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 66.550 7,320.50 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 14.280 4,855.20 07 80 MM ALTERNATIVE PIPE CULVERT M 50.0000 2,100.00 41.930 2,096.50 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 14.000 6,160.00 14.000 6,160.00 11 WELDED STEEL PIPE CASING (BRIDGE) M 310.0000 8,370.00 23.000 7,130.00 12 MINOR CONCRETE (GUTTER) M 110.0000 8,030.00 73.000 8,030.00 73.000 8,030.00 F) 13 MINOR CONCRETE (TEXTURED PAVING) M2 90.0000 87,300.00 0.000 0.00 14 MISCELLANEOUS IRON AND STEEL KG 3.0000 5,328.00 444.000 1,332.00 444.000 1,332.00 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 126,100.00 317.500 41,275.00 317.500 41,275.00 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 78.000 3,510.00 217.200 9,774.00 SF) 23 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 5,600.00 2.000 5,600.00 2.000 5,600.00 S) 24 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 60D) M 130.0000 27,300.00 216.500 28,145.00 216.500 28,145.00 26 CONCRETE BARRIER (TYPE 80) M 250.0000 100,500.00 109.000 27,250.00 109.000 27,250.00 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 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,605.000 3,802.50 S) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,895.00 2,965.000 4,447.50 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,470.00 915.000 2,745.00 S) 34 LIGHTING AND SIGN ILLUMINATION LS 186,000.0000 186,000.00 0.110 20,460.00 0.690 128,340.00 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 20,000.00 203.000 10,150.00 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 0.820 49,200.00 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 2.000 2,600.00 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 5,111.000 10,222.00 WITH WALKWAY) 46 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 80.0000 3,040.00 38.000 3,040.00 PROGRAM CAS145 PAGE 7 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:54 PM ESTIMATE NO. 18 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 11/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 763,643.58 12,075,139.15 ADJUSTMENT OF COMPENSATION 19,643.09 89,762.22 EXTRA WORK 152,909.06 419,039.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 936,195.73 12,583,941.11 47 MOBILIZATION LS 1150,000.0000 1,150,000.00 1.000 1,150,000.00 ORIGINAL CONTRACT AMOUNT 15,344,700.00 TOTAL WORK COMPLETED 936,195.73 13,733,941.11 MATERIALS ON HAND ON SITE 39,196.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -40,255.20 TOTAL 946,195.73 13,732,882.05 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 01/20/06 279 19 0 0 90% 49% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 11/21/05