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 12/21/05 EST. NO.24 TIME 02:19 PM R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE 04-228444 --------------------------------------------------------------------------- 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 0102 182.12 E.W. @ F.A.(+) 072905 N 0230.0 0103 78.62 062905 N 0232.0 0104 152.48 062305 N 0233.0 0105 65.05 062805 N 0234.0 0106 369.05 062905 N 0235.0 0107 78.62 063005 N 0236.0 0110 845.98 071305 N 0268.0 0111 195.13 071205 N 0269.0 0113 200.51 090905 N 0271.0 0116 3,826.98 032405 N 0196.1 0117 250.27 101705 N 0287.0 004 0004 1,320.00 E.W. @ F.A.(+) 082505 N 0272.0 007 0013 3,941.38 A.C. @ L.S.(+) 081705 N 0305 0 029 0001 13,312.31 A.C. @ L.S.(+) 041205 N 001 0 033 0002 945.68 E.W. @ F.A.(+) 060205 N 0219.0 0003 236.43 081905 N 0257.0 0004 591.05 082605 N 0258.0 0005 1,166.40 082905 N 0259.0 0006 354.63 083005 N 0260.0 0007 354.63 083105 N 0261.0 0009 5,352.36 092105 N 0275.0 0010 1,604.86 092205 N 0276.0 0019 750.57 100605 N 0285.0 0020 888.07 100705 N 0286.0 0021 1,797.31 101805 N 0293.0 0022 358.62 102005 N 0294.0 0023 979.01 102105 N 0295.0 40,198.12 TOTAL THIS ESTIMATE 222,952.96 TOTAL PREVIOUS ESTIMATE 263,151.08 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 12/21/05 EST. NO.24 TIME 02:19 PM R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE 04-228444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE ON TEMP LIGHTIN -23,000.00 09 SWPPPCOMPLIANCE -34,844.22 10 SWPPP COMPLIANCE 34,844.22 11 TEMP LIGHTING 23,000.00 11 CPM FOR FEB.MAR 2005 -10,000.00 16 NO MAY & JUNE CPM -73,999.10 19 CPM FOR FEB MAR.2005 73,999.10 22 CPM FOR FEB MAR2005 10,000.00 23 NO 9 & 10/2005 CPM -70,000.00 23 #40 AC OUT OF SPEC -2,471.04 24 NO 9,10,& 11/05 CPM -130,464.80 24 -132,935.84 -202,935.84 LIQUIDATED DAMAGES 32 DAYS LD -201,600.00 24 -201,600.00 -201,600.00 TOTAL DEDUCTIONS -334,535.84 -404,535.84 PROGRAM CAS145 PAGE 1 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 LOCATION RERUN PROGRESS ESTIMATE 04-CC-680-R0.0/R0.6 ----------------------- 04-ALA-680-R21.5/R21.9 BAY CITIES PAVING & GRADING IN CONTRA COSTA AND ALAMEDA 5029 FORNI DRIVE COUNTIES IN SAN RAMON AND DUBLIN CONCORD, CA 94520 FROM 0.6 KM SOUTH TO 0.7 KM NORTH OF ALCOSTA BOULEVARD OVERCROSSING FED. AID NO. STPL- 680( ) MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 13,700.0000 13,700.00 0.850 11,645.00 02 TIME-RELATED OVERHEAD WDAY 950.0000 213,750.00 225.000 213,750.00 03 PREPARE STORM WATER POLLUTION LS 4,590.0000 4,590.00 1.000 4,590.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 11,880.0000 11,880.00 0.950 11,286.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 245.0000 5,880.00 24.000 5,880.00 06 TEMPORARY EROSION CONTROL M2 0.4000 13,960.00 25,000.000 10,000.00 07 TEMPORARY SILT FENCE M 3.5000 7,665.00 200.000 700.00 1,959.970 6,859.90 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,130.0000 12,520.00 4.000 12,520.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,633.0000 9,798.00 6.000 9,798.00 10 TEMPORARY COVER M2 1.1000 6,226.00 6,598.980 7,258.88 11 CONSTRUCTION AREA SIGNS LS 11,118.0000 11,118.00 0.700 7,782.60 S) 12 TRAFFIC CONTROL SYSTEM LS 48,408.0000 48,408.00 0.050 2,420.40 0.950 45,987.60 S) 13 TYPE III BARRICADE EA 86.7000 433.50 5.000 433.50 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.6000 1,683.00 29.800 911.88 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0400 3,570.00 2,918.020 5,952.76 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 18.3500 1,468.00 106.000 1,945.10 S) 17 TEMPORARY PAVEMENT MARKER EA 5.1000 1,734.00 1,953.000 9,960.30 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,200.0000 20,400.00 2.000 20,400.00 S) 19 TEMPORARY RAILING (TYPE K) M 21.8000 89,380.00 4,552.880 99,252.78 S) 20 TEMPORARY CRASH CUSHION MODULE EA 181.5000 36,300.00 155.000 28,132.50 S) 21 ABANDON CULVERT EA 1,704.0000 11,928.00 7.000 11,928.00 22 ABANDON INLET EA 604.0000 3,624.00 6.000 3,624.00 PROGRAM CAS145 PAGE 2 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE M 13.3500 10,680.00 413.000 5,513.55 24 REMOVE GATE EA 255.0000 510.00 0.000 0.00 25 REMOVE METAL BEAM GUARD RAILING M 87.2000 2,267.20 26.000 2,267.20 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4500 986.00 4,684.250 6,792.16 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.5000 765.00 42.400 1,081.20 28 REMOVE PAVEMENT MARKER EA 1.5500 666.50 2,903.000 4,499.65 29 REMOVE ROADSIDE SIGN EA 76.5000 1,606.50 17.000 1,300.50 17.000 1,300.50 30 REMOVE ROADSIDE SIGN PANEL EA 51.0000 306.00 0.000 0.00 31 REMOVE SIGN STRUCTURE EA 2,805.0000 2,805.00 1.000 2,805.00 32 REMOVE ASPHALT CONCRETE DIKE M 7.1500 1,215.50 121.300 867.30 33 REMOVE CULVERT M 33.0000 627.00 19.000 627.00 34 REMOVE INLET EA 524.0000 4,192.00 8.000 4,192.00 35 RESET ROADSIDE SIGN (TWO POST) EA 122.4000 122.40 0.000 0.00 36 RELOCATE ROADSIDE SIGN (WOOD POST) EA 122.4000 1,713.60 7.000 856.80 7.000 856.80 37 RELOCATE ROADSIDE SIGN EA 76.5000 612.00 2.000 153.00 2.000 153.00 (STRAP AND SADDLE BRACKET METHOD) 38 ADJUST INLET TO GRADE EA 1,428.0000 4,284.00 1.000 1,428.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0200 3,658.20 413.150 1,660.86 S) 40 REMOVE CONCRETE M3 39.8000 42,188.00 791.900 31,517.62 41 CAP INLET EA 816.0000 6,528.00 8.000 6,528.00 42 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.100 3,000.00 1.000 30,000.00 43 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.860 12,900.00 44 ROADWAY EXCAVATION M3 11.7000 526,500.00 46,190.820 540,432.59 45 ROADWAY EXCAVATION (TYPE Y) M3 10.0000 35,600.00 3,382.000 33,820.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 2,040.0000 2,040.00 1.000 2,040.00 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 26.2500 28,612.50 735.000 19,293.75 F) 48 STRUCTURE EXCAVATION (TIEBACK WALL) M3 36.5000 12,264.00 336.000 12,264.00 F) 49 STRUCTURE EXCAVATION (TYPE Y) M3 22.1000 906.10 10.000 221.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 36.2000 28,236.00 780.000 28,236.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 58.8000 70,560.00 1,200.000 70,560.00 F) 52 STRUCTURE BACKFILL (TIEBACK WALL) M3 137.8000 2,204.80 16.000 2,204.80 16.000 2,204.80 F) 53 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 105.4000 10,329.20 17.000 1,791.80 17.000 1,791.80 F) 54 GEOSYNTHETIC EMBANKMENT REINFORCEMENT M2 2.9500 2,301.00 4,000.000 11,800.00 55 SOIL NAIL ASSEMBLY M 62.4500 187,412.45 3,001.000 187,412.45 S) 56 IMPORTED BORROW (GEOSYNTHETIC REINFORCED M3 29.0000 80,040.00 2,000.000 58,000.00 EMBANKMENT) 57 HIGHWAY PLANTING LS 453,900.0000 453,900.00 0.016 7,262.40 0.811 368,112.90 S) 58 IMPORTED TOPSOIL M3 53.0000 19,080.00 0.000 0.00 S) 59 ROCK BLANKET M2 16.3000 23,798.00 735.000 11,980.50 735.000 11,980.50 S) 60 EROSION CONTROL (NETTING) M2 5.2500 4,357.50 195.000 1,023.75 830.000 4,357.50 61 FIBER ROLLS M 12.2500 88,812.50 5,715.120 70,010.22 6,650.000 81,462.50 S) 62 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,020.0000 12,240.00 8.000 8,160.00 8.000 8,160.00 63 PLANT ESTABLISHMENT WORK LS 55,080.0000 55,080.00 0.000 0.00 S) 64 IRRIGATION SYSTEM LS 261,720.0000 261,720.00 0.950 248,634.00 S) 65 200 MM CORRUGATED HIGH DENSITY M 235.0000 44,650.00 71.000 16,685.00 190.000 44,650.00 POLYETHYLENE PIPE CONDUIT 66 EXTEND 200 MM CONDUIT M 163.0000 6,520.00 10.000 1,630.00 40.000 6,520.00 67 FINISHING ROADWAY LS 1.0000 1.00 0.000 0.00 68 CLASS 4 AGGREGATE SUBBASE M3 27.0000 245,700.00 1,215.680 32,823.36 10,109.140 272,946.78 69 CLASS 3 AGGREGATE BASE M3 38.0000 133,760.00 453.980 17,251.24 3,755.670 142,715.46 70 ASPHALT CONCRETE (TYPE A) TONN 39.5000 355,500.00 8,719.065 344,403.07 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5500 710.00 171.000 607.05 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.1000 229.50 87.300 445.23 73 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5500 4,615.00 971.540 3,448.97 74 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1.0000 23.00 0.000 0.00 75 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 2.00 0.000 0.00 76 TIEBACK ANCHOR EA 2,113.0000 122,554.00 58.000 122,554.00 S) PROGRAM CAS145 PAGE 4 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 867.0000 738,684.00 159.000 137,853.00 852.000 738,684.00 F) 78 MINOR CONCRETE EA 3,550.0000 99,400.00 28.000 99,400.00 (CITY PRECAST CONCRETE MONOLITHS) 79 MINOR CONCRETE M 76.5000 3,519.00 46.000 3,519.00 (CITY PRECAST CONCRETE WALLS) 80 MINOR CONCRETE (CONCRETE FOOTING) M3 525.0000 26,250.00 35.000 18,375.00 45.000 23,625.00 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 105,000.00 6.570 6,898.50 100.000 105,000.00 F) 82 MINOR CONCRETE (BACKFILL) M3 200.0000 15,000.00 6.090 1,218.00 83 FRACTURED FIN TEXTURE M2 56.1000 60,139.20 305.000 17,110.50 1,112.000 62,383.20 F) 84 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0400 170,992.80 83,820.000 170,992.80 SF) 85 BAR REINFORCING STEEL (EPOXY COATED) KG 2.3500 51,700.00 22,000.000 51,700.00 SF) 86 SHOTCRETE M3 562.0000 155,674.00 297.500 167,195.00 F) 87 FURNISH SIGN STRUCTURE (TRUSS) KG 6.7200 24,192.00 3,600.000 24,192.00 F) 88 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5600 2,016.00 3,600.000 2,016.00 SF) 89 920 MM CAST-IN-DRILLED-HOLE M 950.0000 5,700.00 6.000 5,700.00 S) CONCRETE PILE (SIGN FOUNDATION) 90 ROADSIDE SIGN - ONE POST EA 199.0000 5,373.00 26.000 5,174.00 26.000 5,174.00 91 ROADSIDE SIGN - TWO POST EA 255.0000 510.00 3.000 765.00 3.000 765.00 92 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 127.5000 127.50 0.000 0.00 METHOD) 93 INSTALL SIGN PANEL ON EXISTING FRAME M2 235.0000 2,350.00 0.000 0.00 94 375 MM ALTERNATIVE PIPE CULVERT M 181.0000 11,765.00 63.000 11,403.00 95 375 MM ALTERNATE PIPE CULVERT M 173.0000 3,979.00 10.500 1,816.50 23.000 3,979.00 (TYPE B) 96 450 MM ALTERNATIVE PIPE CULVERT M 172.0000 46,440.00 262.300 45,115.60 97 450 MM ALTERNATE PIPE CULVERT M 165.0000 42,900.00 71.670 11,825.55 260.000 42,900.00 (TYPE B) 98 900 MM ALTERNATIVE PIPE CULVERT M 325.0000 1,950.00 5.200 1,690.00 99 1220 MM ALTERNATE PIPE CULVERT M 500.0000 1,000.00 0.000 0.00 00 900 MM CORRUGATED STEEL PIPE M 558.0000 7,812.00 0.500 279.00 14.000 7,812.00 (3.51 MM THICK) 01 450 MM CORRUGATED STEEL PIPE M 170.0000 8,500.00 50.000 8,500.00 (3.51 MM THICK) 02 150 MM ALTERNATE PIPE UNDERDRAIN M 86.0000 59,340.00 488.700 42,028.20 03 PERMEABLE MATERIAL M3 82.0000 1,886.00 291.000 23,862.00 PROGRAM CAS145 PAGE 5 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 61.5000 8,610.00 345.000 21,217.50 05 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 338.0000 4,056.00 10.000 3,380.00 06 PRECAST CONCRETE MANHOLE EA 2,040.0000 2,040.00 1.000 2,040.00 (CONTRA COSTA COUNTY) 07 MINOR CONCRETE (MISCELLANEOUS M3 525.0000 89,250.00 10.650 5,591.25 122.590 64,359.75 CONSTRUCTION) 08 MINOR CONCRETE (GUTTER) M 54.0000 25,164.00 52.000 2,808.00 326.000 17,604.00 F) 09 MISCELLANEOUS IRON AND STEEL KG 1.5500 12,195.40 2,124.000 3,292.20 S) 10 TUBULAR STEEL RAILING FENCE M 1,098.5500 60,420.25 0.000 0.00 S) (CITY GATEWAY ENTRANCE) 11 CHAIN LINK FENCE (TYPE CL-1.2, M 33.4500 13,480.35 457.000 15,286.65 SF)VINYL-CLAD) 12 CHAIN LINK FENCE (TYPE CL-1.8) M 33.4500 16,725.00 0.000 0.00 S) 13 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 867.0000 1,734.00 0.000 0.00 S) 14 METAL BEAM GUARD RAILING M 129.0000 3,225.00 83.830 10,814.07 S) 15 CONCRETE BARRIER (TYPE 25A) M 161.0000 17,871.00 111.430 17,940.23 16 CABLE RAILING (MODIFIED) M 67.0000 1,876.00 0.000 0.00 SF) 17 TERMINAL SYSTEM (TYPE ET) EA 2,422.0000 4,844.00 2.000 4,844.00 S) 18 TERMINAL SYSTEM (TYPE SRT) EA 1,938.0000 11,628.00 2.000 3,876.00 S) 19 CRASH CUSHION, SAND FILLED EA 4,590.0000 4,590.00 0.000 0.00 S) 20 CONCRETE BARRIER (TYPE 60) M 143.0000 27,742.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60C) M 266.0000 6,916.00 27.750 7,381.50 22 CONCRETE BARRIER (TYPE 60D) M 114.0000 15,960.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60D) MODIFIED M 133.0000 38,703.00 292.120 38,851.96 24 THERMOPLASTIC PAVEMENT MARKING M2 46.0000 6,900.00 135.500 6,233.00 S) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 5,170.00 1,856.510 2,042.16 S) 26 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 96.60 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 2,116.00 275.000 632.50 S) 28 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 210.00 1,597.000 1,597.00 S) 29 PAINT PAVEMENT MARKING (2-COAT) M2 40.8000 489.60 11.700 477.36 S) 30 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 1,332.00 900.000 1,665.00 S) PROGRAM CAS145 PAGE 6 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1000 2,255.00 562.000 2,304.20 S) 32 SIGNAL AND LIGHTING (LOCATION 1) LS 142,800.0000 142,800.00 0.050 7,140.00 1.000 142,800.00 S) 33 SIGNAL AND LIGHTING (LOCATION 2) LS 71,400.0000 71,400.00 0.100 7,140.00 1.000 71,400.00 S) 34 HIGHWAY LIGHTING LS 105,345.0000 105,345.00 0.030 3,160.35 0.980 103,238.10 S) 35 SIGN ILLUMINATION LS 4,080.0000 4,080.00 0.480 1,958.40 0.980 3,998.40 36 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,080.0000 8,160.00 2.000 8,160.00 S) 37 IRRIGATION CONTROLLER ENCLOSURE EA 8,670.0000 8,670.00 1.000 8,670.00 S) CABINET (CITY) 38 RAMP METERING SYSTEM EA 71,400.0000 142,800.00 1.350 96,390.00 1.950 139,230.00 S) 39 REMOVE TRAFFIC SIGNAL STANDARD EA 2,040.0000 2,040.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 02:19 PM ESTIMATE NO. 24 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: CASTRO VALLEY CONSTRUCITON - EDDIE DIKE DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 503,538.82 5,626,152.37 ADJUSTMENT OF COMPENSATION 17,253.69 17,253.69 EXTRA WORK 22,944.43 245,897.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 543,736.94 5,889,303.45 40 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000.00 ORIGINAL CONTRACT AMOUNT 6,654,100.65 TOTAL WORK COMPLETED 543,736.94 6,539,303.45 MATERIALS ON HAND ON SITE 6,976.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -334,535.84 -404,535.84 TOTAL 209,201.10 6,141,744.45 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 11/04/03 475 12/15/03 11/20/03 12/30/05 322 198 58 15 92% 100% PROGRESS UNSATISFACTORY CASTRO VALLEY CONSTRUCITON - EDDIE DIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/05