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 08/22/08 EST. NO.25 TIME 08:25 AM R.E. NAME: MARQUEZ, PAM 04-470804 --------------------------------------------------------------------------- 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 0061 5,239.35 E.W. @ F.A.(+) 070207 N 0187.0 0062 2,163.65 032008 N 0186.0 002 0007 439.04 E.W. @ F.A.(+) 052108 N 0180.0 010 0008 932.29 E.W. @ F.A.(+) 061108 N 0182.0 0009 653.40 072408 Y 5055.0 0010 1,736.74 072908 Y 5056.0 0011 496.20 073008 Y 5057.0 0012 744.32 073108 Y 5058.0 020 0018 5,520.40 E.W. @ F.A.(+) 051908 N 0168.0 0019 2,052.84 052008 N 0169.0 0020 2,273.29 061008 N 0181.0 0021 11,813.65 051908 N 0183.0 0022 4,074.49 052008 N 0184.0 032 0003 122,015.83 A.C. @ U.P.(+) 082008 N 32R3 0 160,155.49 TOTAL THIS ESTIMATE 2,366,615.27 TOTAL PREVIOUS ESTIMATE 2,526,770.76 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 08/22/08 EST. NO.25 TIME 08:25 AM R.E. NAME: MARQUEZ, PAM 04-470804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 6 CIDH ANOMALY -3,084.00 08 25% AC TEST SRTRIPI -6,528.44 08 BENT 3 CIDH DEDUCT -1,355.20 12 OUT OF SPEC. AB -1,200.00 14 LATE LANE CLOSURE -25,300.00 17 OUT OF STATE INSP138 -5,000.00 19 OUT OF STATE INSP 93 -5,000.00 19 RELEASE LAT LANE 14,300.00 20 0.00 -33,167.64 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 MISSING PAYROLLS -10,000.00 04 REC'ED PAYROLLS 10,000.00 05 MISSING PAYROLLS -10,000.00 07 REC'ED PAYROLLS 4&7 20,000.00 08 MISSING PAYROLLS -10,000.00 22 REC'ED PAYROLLS 10,000.00 24 MISSING PAYROLLS -10,000.00 25 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -43,167.64 PROGRAM CAS145 PAGE 1 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 LOCATION PROGRESS ESTIMATE 04-ALA-580-0.0/2.7 ----------------- DESILVA GATES-MCM JV IN ALAMEDA AND SAN JOAQUIN COUNTIES NEAR TRACY AT VARIOUS LOCATIONS FED. AID NO. N O N E CONSTRUCT TRUCK BYPASS ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.750 750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,180,000.00 23.000 46,000.00 410.000 820,000.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 05 TEMPORARY FIBER ROLL M 5.0000 75,000.00 7,412.800 37,064.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 3.000 7,500.00 07 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.016 160.00 0.917 9,170.00 S) 08 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.040 3,600.00 1.000 90,000.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 80.0000 640.00 7.800 624.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 29,000.00 27,289.000 27,289.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 120.000 4,800.00 S) 12 TEMPORARY PAVEMENT MARKER EA 5.0000 7,400.00 1,610.000 8,050.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 5,000.0000 5,000.00 1.000 5,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 1.000 25,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 45.0000 254,250.00 6,959.300 313,168.50 16 TEMPORARY CRASH CUSHION MODULE EA 350.0000 38,500.00 162.000 56,700.00 S) 17 TEMPORARY TRAFFIC SCREEN M 8.0000 45,200.00 5,501.800 44,014.40 18 REMOVE METAL BEAM GUARD RAILING M 40.0000 2,440.00 64.550 2,582.00 S) 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 6.0000 11,820.00 0.000 0.00 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 20,100.00 2,234.000 13,404.00 S) STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 1,230.00 159.000 477.00 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,130.00 7,745.000 23,235.00 S) PROGRAM CAS145 PAGE 2 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 1,200.00 19.140 1,914.00 S) 24 REMOVE PAVEMENT MARKER EA 1.0000 5,020.00 5,566.000 5,566.00 S) 25 REMOVE ROADSIDE SIGN EA 60.0000 1,080.00 13.000 780.00 26 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 S) 27 REMOVE CULVERT M 100.0000 49,000.00 482.200 48,220.00 28 REMOVE CLEANOUT EA 200.0000 800.00 9.000 1,800.00 29 REMOVE INLET EA 1,500.0000 13,500.00 9.000 13,500.00 30 REMOVE HEADWALL EA 2,000.0000 4,000.00 2.000 4,000.00 31 REMOVE DOWNDRAIN EA 1,300.0000 1,300.00 1.000 1,300.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 14.0000 11,970.00 728.000 10,192.00 33 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN M 50.0000 1,050.00 21.000 1,050.00 34 REMOVE ASPHALT CONCRETE DITCH M 20.0000 940.00 47.000 940.00 35 RESET MILEPOST MARKER EA 50.0000 100.00 0.000 0.00 36 RESET ROADSIDE SIGN EA 200.0000 200.00 4.000 800.00 37 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 1.000 200.00 1.000 200.00 38 MODIFY HEADWALL EA 15,000.0000 15,000.00 1.000 15,000.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 12,160.00 4,800.700 9,601.40 S) 40 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 27,600.00 635.000 25,400.00 41 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 42 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 43 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.040 1,000.00 0.990 24,750.00 44 ROADWAY EXCAVATION M3 25.0000 2,090,000.00 92,316.800 2,307,920.00 45 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 276,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 47 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 56,760.00 516.000 56,760.00 F) 48 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 72,275.00 413.000 72,275.00 F) 49 EARTH RETAINING STRUCTURE, LOCATION A M2 475.0000 463,600.00 976.000 463,600.00 F) PROGRAM CAS145 PAGE 3 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE, LOCATION B M2 475.0000 452,675.00 953.000 452,675.00 F) 51 IMPORTED MATERIAL (SHOULDER BACKING) M3 50.0000 33,000.00 100.500 5,025.00 553.700 27,685.00 52 DUFF HA 10,000.0000 44,000.00 0.000 0.00 S) 53 STRAW (EROSION CONTROL) TONN 450.0000 11,700.00 39.400 17,730.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 2,400.00 9,905.000 9,905.00 S) 55 COMPOST (EROSION CONTROL) M3 200.0000 28,000.00 249.800 49,960.00 S) 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 8,000.00 3.000 1,500.00 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 18,000.00 400.000 60,000.00 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,320.00 1,714.800 3,429.60 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,320.00 1,087.400 2,174.80 S) 60 CLASS 2 AGGREGATE BASE M3 40.0000 1,180,000.00 29,182.640 1,167,305.60 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 REPLACE ASPHALT CONCRETE SURFACING M3 220.0000 154,000.00 543.300 119,526.00 63 ASPHALT CONCRETE (BRIDGE) TONN 70.0000 10,360.00 148.000 10,360.00 64 ASPHALT CONCRETE TONN 65.0000 1,813,500.00 77.210 5,018.65 30,233.000 1,965,145.00 65 ASPHALT CONCRETE (OPEN GRADED) TONN 65.0000 276,900.00 0.000 0.00 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 11,000.00 23.640 2,364.00 289.140 28,914.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 600.00 17.000 85.00 90.000 450.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 10,300.00 314.000 1,570.00 2,055.000 10,275.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 11,050.00 259.000 1,295.00 2,157.000 10,785.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 190.00 16.000 80.00 173.000 865.00 71 SHOULDER RUMBLE STRIP M 1.0000 460.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 72 SHOULDER RUMBLE STRIP M 1.5000 12,855.00 9,834.000 14,751.00 9,834.000 14,751.00 (AC, GROUND-IN INDENTATIONS) 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 100.0000 4,900.00 23.824 2,382.40 74 FURNISH STEEL PILING (HP 250 X 62) M 60.0000 3,960.00 65.990 3,959.40 75 DRIVE STEEL PILE (HP 250 X 62) EA 2,250.0000 18,000.00 8.000 18,000.00 S) 76 FURNISH STEEL PILING (HP 250 X 85) M 80.0000 69,040.00 863.000 69,040.00 PROGRAM CAS145 PAGE 4 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 70,200.00 39.000 70,200.00 S) 78 1.98 M CAST-IN DRILLED-HOLE CONCRETE M 3,100.0000 393,700.00 127.000 393,700.00 S) PILING 79 2.28 M CAST-IN DRILLED-HOLE CONCRETE M 3,800.0000 406,600.00 106.620 405,156.00 S) PILING 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 220,000.0000 220,000.00 1.000 220,000.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 51,300.00 114.000 51,300.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 834.0000 3,312,648.00 3,972.000 3,312,648.00 F) 83 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 191,200.00 478.000 191,200.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 111.000 83,250.00 F) (TYPE N) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 142,800.00 102.100 142,940.00 F) 86 DRILL AND BOND DOWEL M 50.0000 10,500.00 152.000 7,600.00 87 DRILLED HOLE (50 MM) M 100.0000 5,100.00 45.070 4,507.00 88 PTFE/ELASTOMERIC BEARING EA 5,000.0000 20,000.00 4.000 20,000.00 S) 89 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,000.0000 72,000.00 36.000 72,000.00 S) 90 JOINT SEAL (ASPHALTIC PLUG) M 400.0000 46,000.00 115.000 46,000.00 115.000 46,000.00 91 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 1,193,293.50 682,660.000 1,194,655.00 SF) 92 ISOLATION CASING KG 5.0000 106,210.00 18,447.800 92,239.00 S) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 124,000.00 12,400.000 124,000.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 12,400.00 12,400.000 12,400.00 SF) 95 760 MM CAST-IN-DRILLED-HOLE M 500.0000 2,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 920 MM CAST-IN-DRILLED-HOLE M 500.0000 2,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 97 1524 MM CIDH CONCRETE PILE M 4,000.0000 56,000.00 13.400 53,600.00 S) (SIGN FOUNDATION) 98 ROADSIDE SIGN - ONE POST EA 200.0000 4,400.00 1.000 200.00 24.000 4,800.00 99 ROADSIDE SIGN - TWO POST EA 300.0000 1,500.00 6.000 1,800.00 00 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 3.000 6,000.00 (LAMINATED WOOD BOX POST) 01 300 MM PLASTIC PIPE M 300.0000 3,600.00 12.000 3,600.00 02 450 MM REINFORCED CONCRETE PIPE M 350.0000 136,500.00 343.900 120,365.00 03 600 MM REINFORCED CONCRETE PIPE M 400.0000 5,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM REINFORCED CONCRETE PIPE M 400.0000 13,200.00 33.000 13,200.00 05 450 MM CORRUGATED STEEL PIPE M 300.0000 87,000.00 353.800 106,140.00 (2.77 MM THICK) 06 600 MM CORRUGATED STEEL PIPE M 300.0000 51,000.00 175.500 52,650.00 (3.51 MM THICK) 07 750 MM CORRUGATED STEEL PIPE M 400.0000 8,000.00 20.000 8,000.00 (3.51 MM THICK) 08 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 450 MM STEEL FLARED END SECTION EA 300.0000 2,100.00 7.000 2,100.00 12 600 MM STEEL FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 13 450 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 14 DRAINAGE MANHOLE EA 5,000.0000 10,000.00 2.000 10,000.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 11,000.00 56.600 14,150.00 16 ROCK SLOPE PROTECTION FABRIC M2 8.0000 1,280.00 207.700 1,661.60 17 MISCELLANEOUS IRON AND STEEL KG 3.0000 14,076.00 4,692.000 14,076.00 SF) 18 MISCELLANEOUS METAL KG 8.0000 17,112.00 2,139.000 17,112.00 S) (RESTRAINER - CABLE TYPE) 19 MISCELLANEOUS METAL (BRIDGE) KG 32.0000 172,576.00 5,393.000 172,576.00 SF) 20 FENCE (TYPE WM, METAL POST) MODIFIED M 20.0000 20,800.00 0.000 0.00 S) 21 WIRE MESH GATE EA 1,500.0000 4,500.00 0.000 0.00 S) 22 DELINEATOR (CLASS 1) EA 50.0000 2,050.00 41.000 2,050.00 23 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 6.000 300.00 24 METAL BEAM GUARD RAILING M 75.0000 9,750.00 133.350 10,001.25 S) (2.1 M WOOD POST) 25 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 3.000 9,000.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 3.000 2,100.00 27 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 5.000 15,000.00 S) 28 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500.00 S) 29 CONCRETE BARRIER (TYPE 60D MOD.) M 275.0000 115,500.00 455.080 125,147.00 F) 30 CONCRETE BARRIER (TYPE 60S) M 225.0000 135,000.00 584.600 131,535.00 PROGRAM CAS145 PAGE 6 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60SC MOD.) M 800.0000 78,400.00 103.050 82,440.00 F) 32 CONCRETE BARRIER (TYPE 732) M 95.0000 115,900.00 1,220.000 115,900.00 F) 33 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 2,400.00 23.400 2,340.00 S) 34 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,500.00 15,153.000 15,153.00 S) (SPRAYABLE) 35 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 16,425.00 6,158.000 15,395.00 S) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 8,840.00 2,116.000 8,464.00 S) 37 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.020 500.00 1.000 25,000.00 S) 38 MODIFY LIGHTING AND SIGN ILLUMINATION LS 135,000.0000 135,000.00 1.000 135,000.00 S) PROGRAM CAS145 PAGE 7 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 08:25 AM ESTIMATE NO. 25 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 130,348.65 16,454,014.95 ADJUSTMENT OF COMPENSATION 122,015.83 175,980.62 EXTRA WORK 38,139.66 2,350,790.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 290,504.14 18,980,785.71 39 MOBILIZATION LS 1880,000.0000 1,880,000.00 1.000 1,880,000.00 ORIGINAL CONTRACT AMOUNT 18,888,605.50 TOTAL WORK COMPLETED 290,504.14 20,860,785.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -43,167.64 TOTAL 280,504.14 20,817,618.07 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 07/17/06 590 08/14/06 08/01/06 06/02/09 410 103 12 0 96% 68% PROGRESS IS SATISFACTORY CCO MARQUEZ, PAM RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/08