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 02/22/06 EST. NO.22 TIME 02:31 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 0195 220.81 E.W. @ F.A.(+) 011306 N 451.00 0196 256.64 011106 N 454.00 0199 936.11 011706 N 459.00 0201 938.29 012706 N 475.00 0202 1,877.60 012706 N 474.00 0203 192.02 030705 N 183.10 0204 59.48 011006 N 458.00 0205 318.14 011806 N 471.00 0206 165.61 011606 N 472.00 0207 154.27 011606 N 473.00 0208 114.03 012606 N 476.00 003 0030 10,075.06 A.C. @ U.P.(+) 010106 N 30 0 0031 27.54 020106 N 31 0 006 0043 420.89 E.W. @ F.A.(+) 020106 N 481.00 008 0029 22.22 E.W. @ F.A.(+) 110405 N 364.10 013 0038 1,027.91 E.W. @ F.A.(+) 113005 N 408.00 0040 333.51 120105 N 411.10 0041 263.73 122205 N 427.00 0043 264.27 122805 N 440.00 0044 2,594.78 121405 N 444.00 0045 310.78 011306 N 452.00 0046 194.14 122905 N 446.10 0047 179.85 112805 N 468.00 019 0003 1,121.04 A.C. @ U.P.(+) 111705 N 3 0 0004 12,032.70 E.W. @ U.P (+) 111705 N 4 0 0005 2,042.50 011806 N 5 0 023 0001 1,662.29 E.W. @ F.A.(+) 081905 N 310.00 0002 199.99 082405 N 318.00 0003 368.78 100605 N 340.00 0004 428.86 101205 N 346.00 0005 89.92 101305 N 351.00 0006 214.43 101405 N 353.00 0007 142.96 101905 N 357.00 0008 178.75 081905 N 310.10 0009 85.34 101305 N 351.10 0010 237.20 101905 N 357.10 0011 1,007.08 082405 N 318.10 0012 3,192.47 E.W. @ L.S.(+) 021706 N 12 0 026 0010 4,242.45 E.W. @ U.P (+) 021706 N 10 0 029 0018 1,438.53 E.W. @ F.A.(+) 011706 N 464.00 0019 1,502.48 011906 N 462.00 0021 1,665.45 011806 N 470.00 0022 262.22 012406 N 469.00 035 0019 199.93 E.W. @ F.A.(+) 110905 N 370.10 040 0011 1,488.28 E.W. @ F.A.(+) 011906 N 461.00 0012 350.76 011806 N 463.00 0013 278.28 122905 N 437.10 0014 389.51 122705 N 443.10 0015 350.76 012006 N 465.00 043 0012 112.29 E.W. @ F.A.(+) 120805 N 414.00 045 0001 98,234.40 A.C. @ L.S.(+) 021706 N 1 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 02/22/06 EST. NO.22 TIME 02:31 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 --------------------------------------------------------------------------- 053 0003 1,509.76 E.W. @ F.A.(+) 112305 N 395.10 155,977.09 TOTAL THIS ESTIMATE 621,039.80 TOTAL PREVIOUS ESTIMATE 777,016.89 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 02/22/06 EST. NO.22 TIME 02:31 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 PRS RECD SEPT 10,000.00 19 O/S PRS DEC 05 -10,000.00 20 PRS RECD DEC 05 10,000.00 22 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -30,255.20 PROGRAM CAS145 PAGE 1 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 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 1.000 18,000.00 02 TIME-RELATED OVERHEAD WDAY 2,900.0000 928,000.00 16.000 46,400.00 336.000 974,400.00 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 1.000 100,000.00 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 4,253.000 2,126.50 33,187.400 16,593.70 S) 08 TEMPORARY FIBER ROLL (TYPE 1) M 12.0000 39,960.00 426.720 5,120.64 3,990.560 47,886.72 09 TEMPORARY GRAVEL BAG EA 10.0000 7,600.00 2,784.000 27,840.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 18,000.00 7.000 42,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 8,500.0000 34,000.00 4.000 34,000.00 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 21,550.00 -2,415.426 -12,077.13 2,342.000 11,710.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 3,360.00 1,258.000 4,403.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 36,000.00 3.000 36,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 45.0000 202,950.00 4,389.600 197,532.00 S) 18 TRAFFIC PLASTIC DRUM EA 50.0000 3,200.00 5.000 250.00 126.000 6,300.00 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 15,400.00 79.000 15,800.00 S) 20 TEMPORARY CRASH CUSHION (ADIEM) EA 7,500.0000 37,500.00 8.000 60,000.00 S) 21 ABANDON IRRIGATION CROSSOVER EA 140.0000 1,400.00 10.000 1,400.00 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 23,600.00 1,180.000 23,600.00 PROGRAM CAS145 PAGE 2 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.000 12,000.00 12,850.000 25,700.00 24 REMOVE ROADSIDE SIGN EA 150.0000 1,350.00 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 2,500.00 185.000 1,850.00 27 REMOVE CULVERT M 200.0000 6,000.00 30.000 6,000.00 28 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 6,400.00 142.620 5,704.80 S) 29 RESET ROADSIDE SIGN EA 300.0000 600.00 2.000 600.00 30 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 1.000 300.00 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 1.000 22,500.00 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 54.780 1,917.30 5,102.340 178,581.90 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 33,840.00 106.000 38,160.00 227.100 81,756.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 216,090.00 90.230 8,120.70 2,359.480 212,353.20 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 4.000 440.00 291.000 32,010.00 F) WALL) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,062.000 15,930.00 S) 52 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 32,100.00 5,616.000 16,848.00 10,894.050 32,682.15 S) 53 COMPOST (EROSION CONTROL) KG 1.0000 950.00 499.300 499.30 968.460 968.46 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 6,480.00 42.570 3,405.60 82.447 6,595.76 S) 55 PLANT (GROUP W) (WILLOW CUTTING) EA 9.0000 2,196.00 244.000 2,196.00 S) 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 5.0000 295.00 31.280 156.40 60.605 303.03 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 40.200 3,618.00 160.900 14,481.00 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 2,606.925 91,242.38 62 CLASS 2 AGGREGATE BASE M3 55.0000 141,350.00 2,747.100 151,090.50 63 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,700.00 1.260 1,260.00 1.260 1,260.00 64 ASPHALT CONCRETE (TYPE A) TONN 75.0000 264,750.00 124.260 9,319.50 3,207.680 240,576.00 65 ASPHALT CONCRETE BASE (TYPE A) TONN 75.0000 162,750.00 2,204.900 165,367.50 66 PLACE ASPHALT CONCRETE DIKE M 6.0000 4,740.00 752.900 4,517.40 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 1,708.840 393,033.20 69 SEAL PAVEMENT JOINT M 6.0000 9,000.00 1,549.860 9,299.16 70 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 49,880.00 1,673.210 48,523.09 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 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 -0.980 -686.00 2,522.090 1,765,463.00 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 2.060 1,091.80 122.060 64,691.80 F) 80 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 21,700.00 53.500 37,450.00 F) (TYPE N) 81 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 785,500.00 40.000 20,000.00 1,527.000 763,500.00 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 43,200.00 2.920 3,942.00 23.170 31,279.50 F) 83 SWIRLED PLASTER TEXTURE M2 42.0000 75,600.00 57.510 2,415.42 1,857.510 78,015.42 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 11.890 2,378.00 11.890 2,378.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 1,276,800.00 -121.000 -254.10 564,736.200 1,185,946.02 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 1,805.600 7,222.40 56,991.200 227,964.80 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 6,090.00 145.000 3,045.00 360.000 7,560.00 01 ROADSIDE SIGN - ONE POST EA 350.0000 2,800.00 6.000 2,100.00 02 ROADSIDE SIGN - TWO POST EA 700.0000 700.00 2.000 1,400.00 03 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 1.000 200.00 EXISTING POST PROGRAM CAS145 PAGE 5 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.400 792.00 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 6.050 3,206.50 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 5.000 2,200.00 38.000 16,720.00 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 74.500 8,195.00 F) 13 MINOR CONCRETE (TEXTURED PAVING) M2 90.0000 87,300.00 490.700 44,163.00 490.700 44,163.00 14 MISCELLANEOUS IRON AND STEEL KG 3.0000 5,328.00 148.000 444.00 1,480.000 4,440.00 SF) 15 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 42,500.00 2,500.000 42,500.00 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 17.000 680.00 25.000 1,000.00 18 CONCRETE BARRIER (TYPE K) M 75.0000 14,250.00 137.000 10,275.00 137.000 10,275.00 19 CONCRETE BARRIER (TYPE 25A) M 130.0000 126,100.00 53.600 6,968.00 617.000 80,210.00 20 CONCRETE BARRIER (TYPE 25B) M 280.0000 64,400.00 89.080 24,942.40 21 CONCRETE BARRIER (TYPE 50A) M 460.0000 4,600.00 10.000 4,600.00 F) 22 CABLE RAILING M 45.0000 12,735.00 217.200 9,774.00 SF) 23 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 5,600.00 3.000 8,400.00 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 26 CONCRETE BARRIER (TYPE 80) M 250.0000 100,500.00 159.000 39,750.00 384.000 96,000.00 F) 27 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 720.00 26.280 1,051.20 26.280 1,051.20 S) 28 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 6,270.00 723.000 2,169.00 723.000 2,169.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,920.00 611.000 1,222.00 611.000 1,222.00 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 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,186.000 1,593.00 10,791.000 5,395.50 S) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,895.00 1,654.000 2,481.00 4,619.000 6,928.50 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,470.00 762.000 2,286.00 1,677.000 5,031.00 S) 34 LIGHTING AND SIGN ILLUMINATION LS 186,000.0000 186,000.00 0.060 11,160.00 1.000 186,000.00 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 10,800.00 180.000 10,800.00 S) 37 COMMUNICATION CONDUIT (BRIDGE) M 160.0000 57,600.00 360.000 57,600.00 S) 38 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 20,000.00 400.000 20,000.00 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 1.000 60,000.00 S) 41 RAMP METERING SYSTEM LS 15,000.0000 15,000.00 0.360 5,400.00 1.000 15,000.00 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 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2326U4 TIME 02:31 PM ESTIMATE NO. 22 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 02/20/06 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 308,561.53 13,335,181.09 ADJUSTMENT OF COMPENSATION 109,458.04 220,868.30 EXTRA WORK 46,519.05 556,148.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 464,538.62 14,112,197.98 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 464,538.62 15,262,197.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -30,255.20 TOTAL 474,538.62 15,231,942.78 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 03/02/06 320 23 0 0 99% 56% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 02/22/06