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 03/25/08 EST. NO.35 TIME 10:35 AM R.E. NAME: PARDO ROMMEL 04-013094 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 031 0006 464.12 E.W. @ F.A.(+) 090407 N 0006 0 0007 464.12 090507 N 0007 0 0008 2,534.08 090707 N 0008 0 0009 1,244.50 090707 N 0009 0 0010 2,798.80 091107 N 0010 0 0011 792.00 091407 N 0011 0 0012 286.67 100307 N 0012 0 0013 3,937.52 101107 N 0013 0 0014 4,209.44 101207 N 0014 0 0015 1,749.48 101507 N 0015 0 0016 266.35 101907 N 0016 0 0017 1,492.53 120307 N 0017 0 0018 1,954.38 120407 N 0018 0 0019 12,343.14 120307 N 0019 0 0020 18,875.34 120307 N 0020 0 033 0018 523.91 E.W. @ F.A.(+) 121007 N 0018 0 0021 301.53 090407 N 0021 0 0022 346.89 110507 N 0022 0 0023 400.38 111407 N 0023 0 0026 683.03 122007 N 0026 0 034 0028 887.86 E.W. @ F.A.(+) 091807 N 0028 0 0030 566.16 091907 N 0030 0 0032 6,588.67 101507 N 0032 0 0033 2,162.09 122107 N 0033 0 0036 386.10 122707 N 0036 0 0037 7,808.11 010308 N 0037 0 0038 4,754.93 010408 N 0038 0 0039 10,816.73 010708 N 0039 0 0040 6,230.49 010808 N 0040 0 0041 15,092.69 010908 N 0041 0 0042 2,205.86 011008 N 0042 0 0043 13,170.91 011108 N 0043 0 041 0003 3,161.15 E.W. @ F.A.(+) 102907 N 0003 0 054 0008 3,436.75 E.W. @ F.A.(+) 112007 N 0008 0 0009 862.17 112107 N 0009 0 063 0010 3,692.93 E.W. @ F.A.(+) 121907 N 0010 0 0011 2,404.43 122007 N 0011 0 071 0014 1,256.25 E.W. @ F.A.(+) 111207 N 0014 0 0015 1,256.25 111307 N 0015 0 0016 218.56 111407 N 0016 0 0017 1,577.11 111707 N 0017 0 0018 715.70 120307 N 0018 0 076 0001 20,364.40 E.W. @ F.A.(+) 110707 N 0001 0 0002 17,566.63 110807 N 0002 0 0003 4,542.80 120307 N 0003 0 077 0002 1,980.79 E.W. @ F.A.(+) 120407 N 0002 0 079 0006 607.33 E.W. @ F.A.(+) 111507 N 0006 0 0007 1,684.56 121107 N 0007 0 080 0002 27,999.12 E.W. @ L.S.(+) 030108 N 0002 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 03/25/08 EST. NO.35 TIME 10:35 AM R.E. NAME: PARDO ROMMEL 04-013094 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 219,665.74 TOTAL THIS ESTIMATE 6,269,621.46 TOTAL PREVIOUS ESTIMATE 6,489,287.20 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 03/25/08 EST. NO.35 TIME 10:35 AM R.E. NAME: PARDO ROMMEL 04-013094 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PAYROLLS VIOLATION -10,000.00 07 PAYROLL VIOLATIONS 10,000.00 08 PAYROLL VIOLATIONS -2,500.00 09 PAYROLL VIOLATIONS -1,300.00 10 PAYROLL VIOLATIONS 3,800.00 11 PAYROLL VIOLATIONS -6,000.00 14 PAYROLL VIOLATIONS 1,600.00 15 PAYROLL VIOLATIONS 1,600.00 16 PAYROLL VIOLATIONS 2,800.00 17 PAYROLL VIOLATIONS -6,000.00 21 PAYROLL VIOLATION -1,600.00 22 PAYROLL VIOLATION 6,000.00 23 STATE LETTER NO. 521 -8,400.00 24 LABOR NON-COMPLIANCE 3,600.00 25 PAYROLL VIOLATION 4,000.00 34 PAYROLL VIOLATION -4,000.00 35 -4,000.00 -6,400.00 TOTAL DEDUCTIONS -4,000.00 -6,400.00 PROGRAM CAS145 PAGE 1 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-13.7/14.1 ----------------------- 04-SOL-80-0.0/0.3 CAL. ENGINEERING CONTRACTOR IN CONTRA COSTA AND SOLANO COUNTIES 20 HAPPY VALLEY RD. IN CROCKETT AND VALLEJO FROM PLEASANTON, CA 94566 CUMMINGS SKYWAY OVERCROSSING TO CARQUINEZ TOLL PLAZA FED. AID NO. N O N E REMOVE BRIDGE AND APPROACHES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 11,250.00 02 TIME-RELATED OVERHEAD LS 5000,000.0000 5,000,000.00 1.000 5,000,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 87,000.00 3,072.000 92,160.00 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 3,600.00 155.810 3,116.20 05 TEMPORARY SUPPORT LS 1.0000 1.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 9,000.0000 9,000.00 0.750 6,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 08 NON-STORM WATER DISCHARGES LS 20,000.0000 20,000.00 1.000 20,000.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 12,500.00 9.000 22,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 11,000.00 1.000 1,000.00 11 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.033 1,155.00 0.998 34,930.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 36,480.00 7,883.080 63,064.64 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 10,800.00 172.360 34,472.00 15 TEMPORARY PAVEMENT MARKER EA 4.0000 2,360.00 445.000 1,780.00 16 TEMPORARY RAILING (TYPE K) M 125.0000 78,750.00 566.000 70,750.00 17 ABANDON CULVERT EA 1,000.0000 7,000.00 2.000 2,000.00 7.000 7,000.00 18 ABANDON INLET EA 1,000.0000 4,000.00 5.000 5,000.00 19 ABANDON SEWER EA 1,000.0000 6,000.00 5.000 5,000.00 S) 20 OBLITERATE SURFACING M2 1.7000 9,248.00 0.000 0.00 21 ASBESTOS SURVEY (BRIDGE REMOVAL) LS 10,000.0000 10,000.00 1.000 10,000.00 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 875.00 7.000 875.00 PROGRAM CAS145 PAGE 2 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 250.0000 1,250.00 5.000 1,250.00 (STRAP AND SADDLE BRACKET METHOD) 24 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 1.000 5,000.00 S) 25 REMOVE CULVERT M 75.0000 12,000.00 170.000 12,750.00 26 REMOVE INLET EA 1,000.0000 5,000.00 6.000 6,000.00 27 REMOVE SEWER MANHOLE EA 5,000.0000 15,000.00 3.000 15,000.00 S) 28 REMOVE BASE AND SURFACING M3 41.0000 95,120.00 2,320.000 95,120.00 29 RELOCATE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 S) 30 ADJUST INLET EA 2,000.0000 4,000.00 2.000 4,000.00 31 ADJUST MANHOLE EA 2,000.0000 4,000.00 2.000 4,000.00 32 ADJUST SEWER MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 S) 33 MODIFY INLET TO MANHOLE EA 2,000.0000 8,000.00 2.000 4,000.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 11,060.00 1,580.000 11,060.00 S) (45 MM MAXIMUM) 35 REMOVE CONCRETE M3 125.0000 3,500.00 28.000 3,500.00 36 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 13,090.00 1,627.300 11,391.10 37 BRIDGE REMOVAL, LOCATION A LS 5000,000.0000 5,000,000.00 1.000 5,000,000.00 38 BRIDGE REMOVAL, LOCATION B LS 50,000.0000 50,000.00 0.000 0.00 39 BRIDGE REMOVAL, LOCATION C LS 1000,000.0000 1,000,000.00 0.000 0.00 40 BRIDGE REMOVAL, LOCATION D LS 2000,000.0000 2,000,000.00 1.000 2,000,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 2000,000.0000 2,000,000.00 1.000 2,000,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 100,000.0000 100,000.00 1.000 100,000.00 43 SALVAGE CRASH CUSHION MODULES EA 100.0000 1,400.00 26.000 2,600.00 44 ROADWAY EXCAVATION M3 11.5000 392,150.00 32,193.110 370,220.77 45 ROADWAY EXCAVATION (NON-RCRA) M3 150.0000 37,500.00 250.000 37,500.00 46 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 10,400.00 130.000 10,400.00 F) 47 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 200.0000 3,200.00 16.000 3,200.00 F) 48 SAND BACKFILL M3 70.0000 5,880.00 5.000 350.00 83.000 5,810.00 49 LEAN CONCRETE BACKFILL M3 175.0000 5,250.00 30.000 5,250.00 F) PROGRAM CAS145 PAGE 3 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 1 CONCRETE BACKFILL M3 150.0000 9,750.00 65.000 9,750.00 F) 51 DITCH EXCAVATION M3 25.0000 3,000.00 20.000 500.00 52 IMPORTED BORROW M3 4.0000 9,280.00 2,320.000 9,280.00 53 EROSION CONTROL (NETTING) M2 8.0000 24,400.00 5,089.750 40,718.00 S) 54 STRAW (EROSION CONTROL) TONN 400.0000 7,200.00 17.950 7,180.00 S) 55 FIBER (EROSION CONTROL) KG 1.0000 2,500.00 2,804.900 2,804.90 S) 56 FIBER ROLLS M 11.0000 29,700.00 2,926.630 32,192.93 S) 57 COMPOST (EROSION CONTROL) M3 350.0000 11,200.00 41.130 14,395.50 S) 58 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 4.000 4,000.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 28,750.00 253.820 31,727.50 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,650.00 649.100 1,947.30 S) 61 MAINTAIN EXISTING PLANTED AREAS LS 30,000.0000 30,000.00 1.000 30,000.00 S) 62 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 1.000 15,000.00 S) 63 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 5,400.0000 118,800.00 11.000 59,400.00 64 150 MM PLASTIC PIPE (PR 315) M 225.0000 5,625.00 25.000 5,625.00 S) (SUPPLY LINE) 65 200 MM CORRUGATED HIGH DENSITY M 100.0000 3,300.00 33.000 3,300.00 S) POLYETHYLENE PIPE CONDUIT 66 CLASS 4 AGGREGATE SUBBASE M3 12.0000 13,920.00 1,244.000 14,928.00 67 CLASS 2 AGGREGATE BASE M3 150.0000 18,000.00 120.000 18,000.00 68 CLASS 3 AGGREGATE BASE M3 55.0000 60,500.00 1,166.000 64,130.00 69 ASPHALT CONCRETE (TYPE A) TONN 70.0000 140,000.00 2,130.190 149,113.30 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.0000 1,210.00 110.000 1,210.00 110.000 1,210.00 71 DRILLED HOLE (750 MM) M 200.0000 43,000.00 215.000 43,000.00 72 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 8,000.00 0.000 0.00 S) CONCRETE PILING 73 STEEL SOLDIER PILE (W460 X 193) M 175.0000 11,375.00 65.000 11,375.00 F) 74 STEEL SOLDIER PILE (W460 X 315) M 225.0000 31,950.00 142.000 31,950.00 F) 75 STRUCTURAL CONCRETE M3 1,000.0000 58,000.00 58.000 58,000.00 F) 76 STRUCTURAL CONCRETE, BRIDGE M3 2,500.0000 55,000.00 22.000 55,000.00 F) PROGRAM CAS145 PAGE 4 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 37,500.00 25.000 37,500.00 F) 78 LIGHTWEIGHT CONCRETE (BRIDGE) M3 2,100.0000 3,633,000.00 1,733.240 3,639,804.00 F) 79 FRACTURED RIB TEXTURE M2 170.0000 23,800.00 140.000 23,800.00 F) 80 DRILL AND BOND DOWEL M 70.0000 2,660.00 42.000 2,940.00 81 BAR REINFORCING STEEL KG 2.5000 21,750.00 8,700.000 21,750.00 SF) 82 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 2,750.00 1,100.000 2,750.00 SF) 83 BAR REINFORCING STEEL (EPOXY COATED) KG 5.2500 2,037,000.00 388,419.000 2,039,199.75 SF)(BRIDGE) 84 STRUCTURAL STEEL (BRIDGE) KG 14.0000 777,000.00 55,500.000 777,000.00 SF) 85 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 52,850.00 7,550.000 52,850.00 F) 86 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,550.00 0.000 0.00 SF) 87 ROADSIDE SIGN - ONE POST EA 500.0000 11,000.00 21.000 10,500.00 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 2,500.00 5.000 2,500.00 METHOD) 89 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 5,200.00 35.290 7,058.00 90 TIMBER LAGGING M3 1,200.0000 30,000.00 25.000 30,000.00 SF) 91 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 0.0100 25.40 0.000 0.00 S) 92 WORK AREA MONITORING (LOCATION A) LS 11,000.0000 11,000.00 1.000 11,000.00 S) 93 WORK AREA MONITORING (LOCATION B) LS 21,000.0000 21,000.00 1.000 21,000.00 S) 94 WORK AREA MONITORING (LOCATION C) LS 4,000.0000 4,000.00 1.000 4,000.00 S) 95 450 MM ALTERNATIVE PIPE CULVERT M 225.0000 49,500.00 11.000 2,475.00 219.000 49,275.00 96 1200 MM ALTERNATIVE PIPE CULVERT M 700.0000 68,600.00 100.270 70,189.00 97 GRATED LINE DRAIN M 600.0000 19,800.00 33.000 19,800.00 33.000 19,800.00 98 200 MM WELDED STEEL PIPE (3.40 MM THICK) M 325.0000 19,500.00 60.000 19,500.00 99 CONCRETE SEWER MANHOLE EA 4,000.0000 16,000.00 4.000 16,000.00 S) 00 200 MM DUCTILE IRON SEWER PIPE M 350.0000 45,500.00 161.320 56,462.00 S) 01 INTERLOCKING PAVER M2 300.0000 11,100.00 37.000 11,100.00 02 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 129,250.00 240.700 132,385.00 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 100.0000 5,600.00 56.000 5,600.00 F) PROGRAM CAS145 PAGE 5 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 5.0000 10,500.00 2,100.000 10,500.00 F) 05 BIKE RACK EA 2,500.0000 2,500.00 1.000 2,500.00 06 COLLAPSIBLE METAL BOLLARD EA 1,000.0000 3,000.00 3.000 3,000.00 07 BENCH EA 2,500.0000 5,000.00 2.000 5,000.00 08 MISCELLANEOUS METAL (BRIDGE) KG 25.0000 3,750.00 150.000 3,750.00 SF) 09 BRIDGE DECK DRAINAGE SYSTEM KG 40.0000 12,800.00 320.000 12,800.00 SF) 10 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 2,400.00 32.000 2,400.00 S) 11 CHAIN LINK FENCE (TYPE CL-1.8, M 75.0000 4,200.00 56.000 4,200.00 SF)VINYL-CLAD) 12 DELINEATOR (CLASS 1) EA 50.0000 1,000.00 90.000 4,500.00 13 OBJECT MARKER EA 50.0000 400.00 8.000 400.00 S) 14 CONCRETE BARRIER (TYPE 25) M 225.0000 251,550.00 1,118.000 251,550.00 F) 15 CABLE RAILING (MODIFIED) M 90.0000 36,000.00 400.000 36,000.00 SF) 16 CONCRETE BARRIER (TYPE 60) M 170.0000 222,700.00 1,296.452 220,396.84 17 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 6,760.00 121.670 6,326.84 S) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 4,910.50 7,133.960 8,204.05 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 2,502.50 2,308.000 6,347.00 S) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 310.50 213.000 244.95 S) (BROKEN 5.18 M - 2.14 M) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.4500 2,794.50 1,247.000 4,302.15 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.7500 3,277.50 730.000 4,197.50 S) 23 SIGNAL LS 20,000.0000 20,000.00 1.000 20,000.00 S) 24 LIGHTING LS 550,000.0000 550,000.00 1.000 550,000.00 S) 25 CALL BOX SYSTEM LS 175,000.0000 175,000.00 1.000 175,000.00 S) 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 REMOVE SEISMIC JOINT LS 25,000.0000 25,000.00 1.000 25,000.00 28 INSTALL SEISMIC JOINT LS 500,000.0000 500,000.00 1.000 500,000.00 S) 29 REMOVE CABLE, JUNCTION BOX AND LS 25,000.0000 25,000.00 1.000 25,000.00 LUMINAIRES 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SURVEY OF EXISTING NON-HIGHWAY LS 30,000.0000 30,000.00 1.000 30,000.00 FACILITIES 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 7 DATE 03/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013094 TIME 10:35 AM ESTIMATE NO. 35 BID OPENING 03/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: PARDO ROMMEL DATE OF THIS ESTIMATE 03/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 26,990.00 24,939,809.22 ADJUSTMENT OF COMPENSATION 0.00 2,225,382.34 EXTRA WORK 219,665.74 4,263,904.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 246,655.74 31,429,096.42 34 MOBILIZATION LS 2880,000.0000 2,880,000.00 1.000 2,880,000.00 ORIGINAL CONTRACT AMOUNT 28,870,314.90 TOTAL WORK COMPLETED 246,655.74 34,309,096.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -6,400.00 TOTAL 242,655.74 34,302,696.42 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 04/20/05 880 04/21/05 04/21/05 05/25/08 1050 0 67 15 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE W H Y ... W H Y ... W H PARDO ROMMEL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/08