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 02/23/05 EST. NO.07 TIME 01:12 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 0020 6,517.71 E.W. @ F.A.(+) 102704 N 55.0 0 0034 674.15 123004 N 98.0 0 0039 21.31 010505 N 121.00 0040 36.18 010505 N 122.00 0041 117.17 010605 N 120.00 0042 619.68 010605 N 119.00 0043 74.57 011005 N 118.00 0044 89.78 010705 N 117.00 0045 7,240.02 010605 N 130.00 0046 9,192.89 121804 N 127.00 0047 187.08 122704 N 125.00 0048 679.96 121804 N 126.00 0049 213.30 011705 N 136.00 0050 29.19 012005 N 137.00 0051 392.81 012805 N 146.00 0052 78.56 020105 N 149.00 0053 123.61 020405 N 151.00 0054 85.62 020405 N 152.00 0055 194.92 020205 N 153.00 002 0003 1,195.49 E.W. @ F.A.(+) 101204 N 6002 0 0006 536.71 011405 N 128.00 006 0005 213.60 E.W. @ F.A.(+) 100604 N 52.0 0 0014 252.48 011305 N 124.00 0015 46.20 122804 N 112.10 0016 188.76 012005 N 135.00 0017 192.99 011005 N 116.00 0018 492.48 110404 N 143.00 0019 220.00 011905 N 147.00 008 0001 660.00 E.W. @ F.A.(+) 090804 N 2.0 0 0016 3,810.70 100404 N 56.0 0 0018 908.92 110804 N 47.1 0 0019 280.50 092404 N 17.1 0 012 0001 1,564.47 E.W. @ F.A.(+) 093004 N 23.0 0 0002 772.66 100104 N 25.0 0 0003 828.26 100504 N 27.0 0 0004 14.66 100104 N 25.1 0 013 0020 152.59 E.W. @ F.A.(+) 011405 N 123.00 0021 80.92 112904 N 77.1 0 0022 158.93 113004 N 75.1 0 0023 112.79 121004 N 80.1 0 014 0001 256.32 E.W. @ F.A.(+) 110104 N 49.0 0 0002 461.77 110204 N 51.0 0 0003 1,173.07 102904 N 45.0 0 0004 245.54 102504 N 58.0 0 0005 661.32 102904 N 45.1 0 018 0003 93.81 E.W. @ F.A.(+) 111704 N 102.00 0005 327.43 111704 N 129.00 0007 499.13 011305 N 131.00 019 0001 2,283.60 A.C. @ U.P.(+) 021705 N 0001 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/23/05 EST. NO.07 TIME 01:12 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 --------------------------------------------------------------------------- 45,254.61 TOTAL THIS ESTIMATE 76,321.99 TOTAL PREVIOUS ESTIMATE 121,576.60 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 02/23/05 EST. NO.07 TIME 01:12 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 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 30,000.00 -10,000.00 TOTAL DEDUCTIONS 30,000.00 -29,600.00 PROGRAM CAS145 PAGE 1 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 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 0.303 5,454.00 02 TIME-RELATED OVERHEAD WDAY 2,900.0000 928,000.00 20.000 58,000.00 97.000 281,300.00 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 0.303 30,300.00 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 1,250.000 625.00 15,727.000 7,863.50 S) 08 TEMPORARY FIBER ROLL (TYPE 1) M 12.0000 39,960.00 541.000 6,492.00 904.500 10,854.00 09 TEMPORARY GRAVEL BAG EA 10.0000 7,600.00 71.000 710.00 1,926.000 19,260.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 18,000.00 2.000 12,000.00 4.000 24,000.00 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 0.521 5,210.00 S) 13 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.062 12,400.00 0.303 60,600.00 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 0.909 10,908.00 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.125 3,750.00 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 0.800 14,400.00 39 DEVELOP WATER SUPPLY LS 22,500.0000 22,500.00 0.062 1,395.00 0.303 6,817.50 40 ROADWAY EXCAVATION M3 40.0000 424,000.00 2,247.260 89,890.40 14,439.720 577,588.80 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 98.000 3,430.00 4,795.000 167,825.00 F) 43 STRUCTURE EXCAVATION (TIEBACK WALL) M3 90.0000 8,280.00 31.000 2,790.00 31.000 2,790.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 360.0000 33,840.00 0.000 0.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 216,090.00 381.000 34,290.00 381.000 34,290.00 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 48.000 5,280.00 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,100.00 270.000 810.00 270.000 810.00 S) 53 COMPOST (EROSION CONTROL) KG 1.0000 950.00 24.000 24.00 24.000 24.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 6,480.00 2.040 163.20 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 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 109,550.00 267.570 9,364.95 267.570 9,364.95 62 CLASS 2 AGGREGATE BASE M3 55.0000 141,350.00 461.050 25,357.75 461.050 25,357.75 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 0.000 0.00 65 ASPHALT CONCRETE BASE (TYPE A) TONN 75.0000 162,750.00 290.270 21,770.25 290.270 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 51,894.90 225.630 51,894.90 69 SEAL PAVEMENT JOINT M 6.0000 9,000.00 205.200 1,231.20 205.200 1,231.20 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 11.630 82,573.00 14.630 103,873.00 S) PILING 72 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 14,100.0000 1,339,500.00 15.570 219,537.00 26.770 377,457.00 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 12.000 6,000.00 F) PROGRAM CAS145 PAGE 4 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.000 26,600.00 59.900 41,930.00 F) 78 STRUCTURAL CONCRETE, BRIDGE (RETROFIT) M3 4,800.0000 480,000.00 46.160 221,568.00 69.990 335,952.00 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 785,500.00 483.000 241,500.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 43,200.00 0.890 1,201.50 6.680 9,018.00 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 85.920 8,592.00 85.920 8,592.00 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 13.400 5,360.00 50.000 20,000.00 S) 89 CORE CONCRETE (151 MM - 200 MM) M 500.0000 5,500.00 3.680 1,840.00 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 28,883.000 60,654.30 48,299.000 101,427.90 SF) 92 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 48,300.00 8,742.000 18,358.20 17,651.000 37,067.10 SF)(RETROFIT) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 232,560.00 3,359.000 13,436.00 19,838.600 79,354.40 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.070 1,043.80 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 1,875.120 22,501.44 1,875.120 22,501.44 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.150 27,900.00 0.210 39,060.00 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 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 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 01:12 PM ESTIMATE NO. 07 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 02/20/05 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,066,721.39 3,779,721.09 ADJUSTMENT OF COMPENSATION 2,283.60 2,283.60 EXTRA WORK 42,971.01 119,293.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,111,976.00 3,901,297.69 47 MOBILIZATION LS 1150,000.0000 1,150,000.00 0.950 1,092,500.00 ORIGINAL CONTRACT AMOUNT 15,344,700.00 TOTAL WORK COMPLETED 1,111,976.00 4,993,797.69 MATERIALS ON HAND ON SITE 203,084.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 30,000.00 -29,600.00 TOTAL 1,141,976.00 5,167,281.96 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 01/12/06 97 17 0 0 32% 17% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 02/23/05