PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/24/05 EST. NO.06 TIME 02:02 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 0018 2,703.27 E.W. @ F.A.(+) 101804 N 43.0 0 0021 4,586.80 102104 N 54.0 0 0032 8,579.05 112104 N 97.0 0 0033 66.97 121304 N 86.0 0 0035 117.64 122004 N 107.00 0037 207.14 122204 N 110.00 0038 103.45 122704 N 111.00 002 0004 611.68 E.W. @ F.A.(+) 101304 N 6003 0 006 0004 127.72 E.W. @ F.A.(+) 102604 N 53.0 0 0009 77.26 120604 N 91.0 0 0010 185.98 121704 N 104.00 0011 63.86 122004 N 101.00 0012 155.27 122804 N 112.00 0013 1,139.05 122904 N 113.00 008 0017 2,207.21 E.W. @ F.A.(+) 092204 N 13.2 0 013 0001 543.17 E.W. @ F.A.(+) 120604 N 82.0 0 0002 1,951.38 121004 N 80.0 0 0003 1,824.42 120904 N 79.0 0 0004 261.06 112904 N 78.0 0 0005 938.08 112904 N 77.0 0 0006 1,774.94 112904 N 76.0 0 0007 542.97 113004 N 75.0 0 0008 1,766.80 120304 N 74.0 0 0009 58.62 121704 N 92.0 0 0010 152.59 121604 N 95.0 0 0011 326.62 121504 N 90.0 0 0012 885.73 121404 N 94.0 0 0013 964.70 121304 N 93.0 0 0014 3,513.18 120204 N 83.0 0 0015 1,978.23 113004 N 84.0 0 0016 903.19 120104 N 85.0 0 0017 887.48 121304 N 88.0 0 0018 1,220.29 121404 N 89.0 0 0019 120.95 122204 N 109.00 018 0002 282.36 E.W. @ F.A.(+) 110404 N 103.00 41,829.11 TOTAL THIS ESTIMATE 34,492.88 TOTAL PREVIOUS ESTIMATE 76,321.99 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 01/24/05 EST. NO.06 TIME 02:02 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 0.00 -19,600.00 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 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -10,000.00 -59,600.00 PROGRAM CAS145 PAGE 1 DATE 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 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 0.038 684.00 0.241 4,338.00 02 TIME-RELATED OVERHEAD WDAY 2,900.0000 928,000.00 12.000 34,800.00 77.000 223,300.00 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 0.038 3,800.00 0.241 24,100.00 06 TEMPORARY FIBER ROLL (TYPE 2) M 54.0000 16,200.00 471.350 25,452.90 07 TEMPORARY EROSION CONTROL M2 0.5000 4,095.00 363.000 181.50 14,477.000 7,238.50 S) 08 TEMPORARY FIBER ROLL (TYPE 1) M 12.0000 39,960.00 30.500 366.00 363.500 4,362.00 09 TEMPORARY GRAVEL BAG EA 10.0000 7,600.00 367.000 3,670.00 1,855.000 18,550.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 18,000.00 2.000 12,000.00 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 0.015 150.00 0.496 4,960.00 S) 13 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.038 7,600.00 0.241 48,200.00 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 0.113 1,356.00 0.722 8,664.00 S) 17 TEMPORARY RAILING (TYPE K) M 45.0000 202,950.00 515.100 23,179.50 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.350 2,670.00 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 0.250 7,500.00 0.875 26,250.00 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 0.800 14,400.00 39 DEVELOP WATER SUPPLY LS 22,500.0000 22,500.00 0.038 855.00 0.241 5,422.50 40 ROADWAY EXCAVATION M3 40.0000 424,000.00 12,192.460 487,698.40 41 STRUCTURE EXCAVATION (BRIDGE) M3 1,500.0000 498,000.00 125.000 187,500.00 F) 42 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 240,835.00 615.000 21,525.00 4,697.000 164,395.00 F) 43 STRUCTURE EXCAVATION (TIEBACK WALL) M3 90.0000 8,280.00 0.000 0.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 360.0000 33,840.00 0.000 0.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 216,090.00 0.000 0.00 F) 46 FOUNDATION TREATMENT M3 40.0000 123,600.00 1,050.920 42,036.80 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 0.000 0.00 F) WALL) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 53 COMPOST (EROSION CONTROL) KG 1.0000 950.00 0.000 0.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 6,480.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 62 CLASS 2 AGGREGATE BASE M3 55.0000 141,350.00 0.000 0.00 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 0.000 0.00 65 ASPHALT CONCRETE BASE (TYPE A) TONN 75.0000 162,750.00 0.000 0.00 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 0.000 0.00 69 SEAL PAVEMENT JOINT M 6.0000 9,000.00 0.000 0.00 70 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 49,880.00 410.200 11,895.80 71 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 7,100.0000 426,000.00 3.000 21,300.00 3.000 21,300.00 S) PILING 72 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 14,100.0000 1,339,500.00 11.200 157,920.00 11.200 157,920.00 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 0.000 0.00 S) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 31,000.00 6.000 3,000.00 12.000 6,000.00 F) PROGRAM CAS145 PAGE 4 DATE 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.900 15,330.00 21.900 15,330.00 F) 78 STRUCTURAL CONCRETE, BRIDGE (RETROFIT) M3 4,800.0000 480,000.00 23.830 114,384.00 23.830 114,384.00 F) 79 STRUCTURAL CONCRETE, RETAINING WALL M3 530.0000 63,600.00 0.000 0.00 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 785,500.00 244.750 122,375.00 483.000 241,500.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 43,200.00 5.790 7,816.50 F) 83 SWIRLED PLASTER TEXTURE M2 42.0000 75,600.00 0.000 0.00 F) 84 FRACTURED RIB TEXTURE M2 170.0000 22,950.00 0.000 0.00 F) 85 DRILL AND BOND DOWEL M 100.0000 11,500.00 0.000 0.00 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,500.0000 721,500.00 0.000 0.00 S) GIRDER (30 M - 35 M) 87 ERECT PRECAST PRESTRESSED CONCRETE EA 3,500.0000 136,500.00 0.000 0.00 S) GIRDER 88 CORE CONCRETE (0 - 50 MM) M 400.0000 20,000.00 18.300 7,320.00 36.600 14,640.00 S) 89 CORE CONCRETE (151 MM - 200 MM) M 500.0000 5,500.00 3.660 1,830.00 7.320 3,660.00 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 19,416.000 40,773.60 19,416.000 40,773.60 SF) 92 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 48,300.00 8,909.000 18,708.90 8,909.000 18,708.90 SF)(RETROFIT) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 232,560.00 10,109.000 40,436.00 16,479.600 65,918.40 SF) 94 HEADED BAR REINFORCEMENT EA 90.0000 10,440.00 0.000 0.00 95 SHOTCRETE M3 600.0000 27,000.00 0.000 0.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.350 2,499.00 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 0.000 0.00 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 9.880 4,544.80 F) 22 CABLE RAILING M 45.0000 12,735.00 0.000 0.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.060 11,160.00 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 0.000 0.00 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 0.000 0.00 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 01/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:02 PM ESTIMATE NO. 06 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 01/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 649,044.50 2,712,999.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 41,829.11 76,321.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 690,873.61 2,789,321.69 47 MOBILIZATION LS 1150,000.0000 1,150,000.00 0.200 230,000.00 0.950 1,092,500.00 ORIGINAL CONTRACT AMOUNT 15,344,700.00 TOTAL WORK COMPLETED 920,873.61 3,881,821.69 MATERIALS ON HAND ON SITE 223,647.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -59,600.00 TOTAL 910,873.61 4,045,869.15 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 01/11/06 77 16 0 0 25% 14% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 01/24/05