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 04/26/06 EST. NO.21 TIME 09:57 AM R.E. NAME: SPENCER, OWEN 08-4567V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0013 181,456.53 A.C. @ U.P.(+) 042006 N 166772 009 0007 67,602.86 A.C. @ U.P.(+) 032006 N 159956 0008 75,411.84 042006 N 166773 011 0073 1,062.25 A.C. @ U.P.(+) 011906 N 166212 013 0002 51,783.00 A.C. @ L.S.(+) 040706 N 2.0 0 018 0001-1 -13,065.97 E.W. @ F.A.(+) 052305 N 020 0 DAO CORRECTING ENTRY 0002-1 -7,829.03 052305 N 021 0 DAO CORRECTING ENTRY 0002-2 7,829.03 052305 N 021 0 DAO CORRECTING ENTRY 0002-3 -7,829.03 052305 N 021 0 DAO CORRECTING ENTRY 019 0001 -18,065.71 A.C. @ U.P.(-) 042006 N 1.0 0 024 0006 3,984.52 E.W. @ F.A.(+) 012606 N 109 0 0007 2,929.78 010506 N 110 0 029 0004 7,765.32 E.W. @ F.A.(+) 022806 N 111 0 353,035.39 TOTAL THIS ESTIMATE 2,198,474.73 TOTAL PREVIOUS ESTIMATE 2,551,510.12 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 04/26/06 EST. NO.21 TIME 09:57 AM R.E. NAME: SPENCER, OWEN 08-4567V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE O/S MANUFACTURER -2,000.00 14 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4567V4 TIME 09:57 AM ESTIMATE NO. 21 BID OPENING 03/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: SPENCER, OWEN DATE OF THIS ESTIMATE 04/26/06 LOCATION PROGRESS ESTIMATE 08-SBD-15-74.9/R124.0 ----------------- KIEWIT PACIFIC CO. IN SAN BERNARDINO COUNTY IN AND P.O. BOX 1769 NEAR BARSTOW AND YERMO FROM EAST VANCOUVER, WA 98668 MAIN STREET OVERCROSSING TO 0.32 KM SOUTH OF RASOR ROAD FED. AID NO. ACIM-015 -1(218)178,ACIM-015 -1(218)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.250 3,750.00 0.750 11,250.00 02 TIME-RELATED OVERHEAD LS 1700,000.0000 1,700,000.00 0.048 81,600.00 0.711 1,208,700.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.048 4,800.00 0.711 71,100.00 S) 05 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.710 14,200.00 S) 06 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.048 48,000.00 0.687 687,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 25,350.00 23,044.000 11,522.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 16,800.00 276.000 8,280.00 S) 09 TEMPORARY PAVEMENT MARKER EA 3.0000 19,650.00 3,148.000 9,444.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 100,000.00 1.538 38,450.00 2.000 50,000.00 S) 11 TEMPORARY RAILING (TYPE K) M 57.0000 414,960.00 7,379.000 420,603.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 250.0000 3,500.00 19.000 4,750.00 S) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 REMOVE ENTRANCE TAPER EA 100.0000 13,000.00 60.000 6,000.00 15 REMOVE METAL BEAM GUARD RAILING M 18.5000 79,550.00 198.140 3,665.59 1,443.550 26,705.68 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 15,200.00 0.000 0.00 STRIPE 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.2500 5,075.00 9,532.000 2,383.00 18 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 0.0500 33.00 0.000 0.00 19 REMOVE PAVEMENT MARKER EA 0.0500 3,470.00 4,152.000 207.60 20 REMOVE ASPHALT CONCRETE DIKE M 0.5000 61,500.00 25,807.000 12,903.50 72,081.000 36,040.50 21 REMOVE INLET EA 1,000.0000 7,000.00 9.000 9,000.00 22 REMOVE DOWNDRAIN EA 200.0000 5,800.00 15.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4567V4 TIME 09:57 AM ESTIMATE NO. 21 BID OPENING 03/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: SPENCER, OWEN DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING M2 2.0000 28,200.00 16,720.000 33,440.00 44,256.560 88,513.12 24 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 90,000.00 11.000 3,300.00 25 ADJUST INLET EA 2,000.0000 50,000.00 9.000 18,000.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 1,740,000.00 198,046.260 297,069.39 897,073.920 1,345,610.88 S) (170 MM MAXIMUM) 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2000 744,000.00 136,290.060 163,548.07 364,356.860 437,228.23 S) (60 MM MAXIMUM) 28 REMOVE CONCRETE CURB M 6.0000 19,440.00 1,880.000 11,280.00 29 PREPARE CONCRETE BRIDGE DECK SURFACE M2 3.0000 5,277.00 1,913.500 5,740.50 30 CLEAN BRIDGE DECK M2 2.4000 38,544.00 8,770.000 21,048.00 31 CAP RISER EA 500.0000 7,500.00 15.000 7,500.00 32 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 33 DEVELOP WATER SUPPLY LS 80,000.0000 80,000.00 0.600 48,000.00 34 ROADWAY EXCAVATION (TYPE Y) M3 9.0000 92,700.00 10,300.000 92,700.00 (AERIALLY DEPOSITED LEAD) 35 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 36 ROADWAY EXCAVATION (GORE REMOVAL) M3 47.0000 54,050.00 600.000 28,200.00 37 IMPORTED MATERIAL (SHOULDER BACKING) M3 15.0000 177,000.00 570.000 8,550.00 43,785.000 656,775.00 38 CLASS 2 AGGREGATE BASE M3 10.0000 173,000.00 17,300.000 173,000.00 39 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 108,000.00 0.000 0.00 40 ASPHALT CONCRETE (TYPE A) TONN 40.0000 904,000.00 4,049.460 161,978.40 41 ASPHALT CONCRETE (TYPE C) TONN 42.0000 24,654,000.00 39,548.900 1,661,053.80 361,314.290 15,175,200.18 42 ASPHALT CONCRETE (OPEN GRADED) TONN 43.0000 2,580,000.00 0.000 0.00 43 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 9.0000 119,700.00 11,176.950 100,592.55 AREA) 44 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 1.8000 69,120.00 0.000 0.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 1.8000 1,116.00 91.750 165.15 46 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.8000 127,800.00 14,629.870 26,333.77 47 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 1.8000 1,098.00 333.150 599.67 48 SHOULDER RUMBLE STRIP STA 45.0000 142,200.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 49 CONCRETE PAVEMENT M3 420.0000 168,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4567V4 TIME 09:57 AM ESTIMATE NO. 21 BID OPENING 03/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: SPENCER, OWEN DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR CONCRETE (MINOR STRUCTURE) M3 155.0000 4,340.00 0.000 0.00 F) 51 FURNISH POLYESTER CONCRETE OVERLAY M3 1,600.0000 65,600.00 48.740 77,984.00 52 PLACE POLYESTER CONCRETE OVERLAY M2 40.0000 70,360.00 1,913.000 76,520.00 F) 53 TREAT BRIDGE DECK (LITHUM) M2 1.0000 16,060.00 8,771.000 8,771.00 F) 54 TREAT BRIDGE DECK M2 5.2500 84,315.00 8,616.000 45,234.00 F) 55 FURNISH LITHUM BRIDGE DECK TREATMENT L 6.0000 35,610.00 3,245.000 19,470.00 MATERIAL 56 FURNISH BRIDGE DECK TREATMENT MATERIAL L 13.0000 83,551.00 4,628.000 60,164.00 (LOW ODOR) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 44,590.00 0.000 0.00 58 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,370.00 0.000 0.00 S) 59 920 MM CAST-IN-DRILLED-HOLE M 2,000.0000 16,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 60 ROADSIDE SIGN - ONE POST EA 225.0000 11,700.00 0.000 0.00 61 ROADSIDE SIGN - TWO POST EA 275.0000 1,375.00 0.000 0.00 62 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 8,000.00 46.100 11,525.00 63 900 MM CORRUGATED STEEL PIPE M 1,275.0000 56,100.00 46.330 59,070.75 (2.77 MM THICK) 64 200 MM ENTRANCE TAPER EA 250.0000 32,500.00 0.000 0.00 65 900 MM PRECAST CONCRETE PIPE RISER M 1,000.0000 21,000.00 21.000 21,000.00 66 MISCELLANEOUS IRON AND STEEL KG 3.5000 19,600.00 3,413.000 11,945.50 67 CHAIN LINK FENCE (TYPE CL-1.8) M 150.0000 6,000.00 0.000 0.00 68 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 715.0000 12,870.00 0.000 0.00 69 DELINEATOR (CLASS 1) EA 33.0000 14,850.00 0.000 0.00 70 GUARD RAILING DELINEATOR EA 18.0000 2,700.00 12.000 216.00 131.000 2,358.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 243,750.00 184.930 13,869.75 5,197.330 389,799.75 S) 72 SINGLE THRIE BEAM BARRIER (WOOD POST) M 76.0000 9,880.00 0.000 0.00 S) 73 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 93.2500 675,130.00 2,425.620 226,189.07 4,740.400 442,042.30 S) 74 RETURN SECTION (THRIE BEAM BARRIER) EA 65.0000 130.00 0.000 0.00 S) 75 TERMINAL SYSTEM (TYPE ET) EA 2,490.0000 7,470.00 48.000 119,520.00 S) 76 TERMINAL SYSTEM (TYPE SRT) EA 1,590.0000 190,800.00 6.000 9,540.00 40.000 63,600.00 S) PROGRAM CAS145 PAGE 4 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4567V4 TIME 09:57 AM ESTIMATE NO. 21 BID OPENING 03/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: SPENCER, OWEN DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 470.0000 17,860.00 4.000 1,880.00 76.000 35,720.00 S) 78 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 770.0000 16,940.00 10.000 7,700.00 S) 79 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 23,800.00 0.000 0.00 S) 80 THERMOPLASTIC TRAFFIC STRIPE M 0.3300 171,600.00 0.000 0.00 S) (SPRAYABLE) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 23,400.00 0.000 0.00 S) 82 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 52,800.00 0.000 0.00 S) 83 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 64,250.00 0.000 0.00 S) 84 REMOVE SIGN LIGHTING EQUIPMENT EA 895.0000 3,580.00 0.000 0.00 S) 85 MODIFY MERCURY VAPOR SIGN LIGHTING EA 1,169.0000 3,507.00 0.000 0.00 S) FIXTURE 86 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 3,066.0000 67,452.00 20.000 61,320.00 S) 87 REMOVE SERVICE EQUIPMENT EA 307.0000 3,991.00 2.000 614.00 2.000 614.00 S) 88 ABANDON CULVERT M 1.6000 7,472.00 0.000 0.00 S) 89 SIZE 41 CONDUIT M 21.2000 226,840.00 11,443.500 242,602.20 S) 90 SIZE 78 CONDUIT M 51.0000 25,500.00 425.100 21,680.10 S) 91 203 MM STEEL SLEEVE M 336.0000 67,200.00 195.000 65,520.00 S) 92 RELOCATE ELECTROLIER EA 1,431.0000 11,448.00 5.000 7,155.00 5.000 7,155.00 S) 93 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 400.0000 14,800.00 34.000 13,600.00 S) 94 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 400.0000 28,800.00 18.000 7,200.00 62.000 24,800.00 S) 95 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 1,500.0000 18,000.00 0.000 0.00 S) 96 SIGN DISCONNECT EA 750.0000 2,250.00 0.000 0.00 S) 97 TYPE 15 - SB LIGHTING STANDARD WITH EA 1,725.0000 63,825.00 34.000 58,650.00 S) LUMINAIRE ARM 98 TYPE 30 LIGHTING STANDARD WITH EA 1,850.0000 64,750.00 7.000 12,950.00 24.000 44,400.00 S) LUMINAIRE ARM 99 TYPE 31 LIGHTING STANDARD WITH EA 2,350.0000 86,950.00 10.000 23,500.00 37.000 86,950.00 S) LUMINAIRE ARM 00 FOUNDATION FOR ELECTROLIER EA 822.0000 98,640.00 117.000 96,174.00 S) 01 FUSED SPLICE CONNECTOR EA 79.0000 9,480.00 50.000 3,950.00 80.000 6,320.00 S) 02 REMOVE ELECTROLIER EA 205.0000 6,150.00 25.000 5,125.00 25.000 5,125.00 S) 03 REMOVE CONCRETE FOUNDATION EA 190.0000 7,790.00 0.000 0.00 S) (ELECTROLIER) PROGRAM CAS145 PAGE 5 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4567V4 TIME 09:57 AM ESTIMATE NO. 21 BID OPENING 03/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: SPENCER, OWEN DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 REMOVE TYPE III PHOTO ELECTRIC EA 205.0000 205.00 0.000 0.00 S) CONTROL 05 CONDUCTOR (NO. 10) M 2.2000 34,100.00 6,686.000 14,709.20 15,485.400 34,067.88 S) 06 CONDUCTOR (NO. 8) M 3.1000 26,753.00 2,586.000 8,016.60 4,070.000 12,617.00 S) 07 CONDUCTOR (NO. 6) M 4.1000 19,106.00 390.000 1,599.00 3,996.000 16,383.60 S) 08 CONDUCTOR (BARE NO. 8) M 3.1000 38,750.00 2,118.000 6,565.80 8,926.700 27,672.77 S) 09 NO. 5(T) PULL BOX EA 593.0000 100,810.00 159.000 94,287.00 S) 10 NO. 5 PULL BOX EA 288.0000 28,800.00 94.000 27,072.00 S) 11 REMOVE PULL BOX EA 81.0000 8,910.00 19.000 1,539.00 S) PROGRAM CAS145 PAGE 6 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4567V4 TIME 09:57 AM ESTIMATE NO. 21 BID OPENING 03/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: SPENCER, OWEN DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,699,909.77 23,466,675.08 ADJUSTMENT OF COMPENSATION 359,250.77 2,345,905.25 EXTRA WORK -6,215.38 205,604.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,052,945.16 26,018,185.20 12 MOBILIZATION LS 4170,000.0000 4,170,000.00 1.000 4,170,000.00 ORIGINAL CONTRACT AMOUNT 43,222,793.00 TOTAL WORK COMPLETED 3,052,945.16 30,188,185.20 MATERIALS ON HAND ON SITE 202,906.58 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 3,052,945.16 30,389,091.78 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 04/26/04 333 05/11/04 05/11/04 09/13/06 236 248 4 0 65% 70% PROGRESS IS SATISFACTORY SPENCER, OWEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/26/06