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 05/25/10 EST. NO.24 TIME 07:53 AM R.E. NAME: SILVA, GUS 11-2T0914 --------------------------------------------------------------------------- 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 0319 579.74 E.W. @ F.A.(+) 011810 N 0896.0 0322 151.39 012510 N 0900.0 0368 146.20 030410 N 0972.0 0370 978.89 030410 N 0985.0 0371 387.20 020310 N 0986.0 0379 281.60 021110 N 1043.0 0382 1,701.74 102209 N 0923.0 0383 3,801.93 102109 N 0994.0 0384 1,317.78 101909 N 0995.0 0387 1,067.17 031710 N 1100.0 0389 92.26 032510 N 1061.0 0390 92.26 032610 N 1068.0 0392 258.12 101609 N 1079.0 003 0035 4,104.99 E.W. @ F.A.(+) 091709 N 0723.0 0058 583.79 030510 N 0998.0 0063 308.35 022509 N 0317.1 0065 138.59 062209 N 0611.1 0070 487.44 092109 N 0724.1 005 0047 408.80 E.W. @ F.A.(+) 022610 N 0977.0 0049 438.56 030410 N 0971.0 0053 521.88 101909 N 1085.0 0054 1,334.81 120809 N 1097.0 0055 249.78 121009 N 1106.0 0056 256.87 121109 N 1108.0 0057 181.74 041510 N 1076.0 007 0098 258.64 E.W. @ F.A.(+) 031810 N 1046.0 0099 167.86 032410 N 1047.0 0100 2,958.02 032510 N 1048.0 0101 840.13 032610 N 1049.0 0102 1,088.35 032910 N 1050.0 0104 630.09 033110 N 1052.0 0105 140.03 033110 N 1053.0 0106 1,921.15 040210 N 1054.0 0107 1,416.88 040610 N 1055.0 0109 999.95 101509 N 1083.0 0110 1,690.04 032510 N 1062.0 0111 951.23 032610 N 1069.0 0112 88.56 032910 N 1070.0 008 0041 167.81 E.W. @ F.A.(+) 032609 N 0894.0 0042 179.62 032709 N 0895.0 0043 114.31 033009 N 0913.0 0044 794.52 040109 N 0915.0 0045 664.76 040209 N 0916.0 0046 297.05 100709 N 0917.0 0051 844.25 120109 N 1091.0 0052 725.48 120209 N 1094.0 0053 261.43 120409 N 1095.0 0054 197.68 121009 N 1107.0 0055 1,764.03 113009 N 0847.0 0056 1,062.56 032910 N 1071.0 0057 691.54 041610 N 1077.0 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 05/25/10 EST. NO.24 TIME 07:53 AM R.E. NAME: SILVA, GUS 11-2T0914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0058 384.60 101309 N 1080.0 012 0114 127.64 E.W. @ F.A.(+) 032410 N 1058.0 0116 59.20 031610 N 1065.0 019 0002 14,032.68 E.W. @ L.S.(+) 052410 N 1 0 022 0048 412.45 E.W. @ F.A.(+) 110509 N 1086.0 026 0028 776.57 E.W. @ U.P (+) 061509 N 0534.0 032 0018 13.04 E.W. @ F.A.(+) 031909 N 0361.1 0025 890.95 100809 N 1081.0 0026 1,972.96 031810 N 1092.0 035 0045 14,621.14 E.W. @ F.A.(+) 050709 N 0835.0 0067 2,655.58 111609 N 1002.0 0071 2,818.50 030510 N 0960.1 0074 1,096.42 032610 N 1064.0 036 0023 415.01 E.W. @ F.A.(+) 111909 N 1087.0 0024 84.43 111909 N 1088.0 053 0015 2,987.04 E.W. @ F.A.(+) 101409 N 1084.0 84,136.06 TOTAL THIS ESTIMATE 2,847,557.40 TOTAL PREVIOUS ESTIMATE 2,931,693.46 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 05/25/10 EST. NO.24 TIME 07:53 AM R.E. NAME: SILVA, GUS 11-2T0914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM BASELINE SCHED. -105,570.22 01 CPM BASELINE SCHED. -216,553.47 02 SURVEY RESTAKING -1,020.00 05 CPM BASELINE SCHED. 322,123.69 07 RESTAKING DS 42K -340.00 12 LATE LANE REOPENING -141,000.00 22 0.00 -142,360.00 LABOR COMPLIANCE VIOLATION O/S PRS JULY -10,000.00 02 O/S PRS SEPT -10,000.00 04 O/S PRS NOV -10,000.00 06 O/S PRS FEB -10,000.00 09 O/S PRS MARCH 09 -10,000.00 10 PRS RECD JULY 08 10,000.00 10 PRS RECD SEPT 08 10,000.00 10 PRS RECD FEB 09 10,000.00 10 O/S PRS JUNE -10,000.00 13 O/S PRS JULY 09 -10,000.00 14 PRS RECD JUNE 10,000.00 14 O/S PRS AUG -10,000.00 15 PRS RECD JULY 10,000.00 15 O/S PRS SEPT -10,000.00 16 PRTL PRS AUG 8,000.00 16 O/S PRS OCT -6,000.00 18 PRS RECD MARCH 10,000.00 18 PRS RECD AUG 2,000.00 18 PRTL PRS RECD SEPT 6,000.00 18 O/S PRS NOV -3,000.00 19 PRS RECD SEPT 4,000.00 19 PRS RECD OCT 6,000.00 19 PRS RECD NOV 3,000.00 20 O/S PRS FEB 10 -1,000.00 22 O/S PRS MARCH -1,000.00 23 PRS RECD FEB 1,000.00 23 O/S PRS APRIL -1,000.00 24 PRS RECD MARCH 1,000.00 24 0.00 -11,000.00 TOTAL DEDUCTIONS 0.00 -153,360.00 PROGRAM CAS145 PAGE 1 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 LOCATION PROGRESS ESTIMATE 11-SD-15-R10.5/M15.0 ----------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 10050 BLACK MOUNTAIN ROAD FROM 0.1 KM SOUTH OF ROUTE 52/15 SAN DIEGO,CA 92126 SEPARATION TO CARROLL CANYON ROAD OVERCROSSING FED. AID NO. N O N E CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.750 9,375.00 02 TIME-RELATED OVERHEAD WDAY 4,100.0000 2,460,000.00 21.000 86,100.00 419.000 1,717,900.00 03 TEMPORARY CHAIN LINK GATE EA 500.0000 500.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 13.0000 76,700.00 4,961.000 64,493.00 05 CONSTRUCTION SITE MANAGEMENT LS 90,000.0000 90,000.00 0.035 3,150.00 0.698 62,820.00 06 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.014 7.00 0.779 389.50 S) PREVENTION PLAN 07 TEMPORARY HYDRAULIC MULCH M2 0.3500 16,135.00 30,556.000 10,694.60 S) 08 TEMPORARY FIBER ROLL M 11.0000 308,000.00 -106.600 -1,172.60 26,534.800 291,882.80 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 37,200.00 51.000 61,200.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 148,500.00 25.500 68,850.00 11 TEMPORARY CHECK DAM M 37.0000 4,440.00 8.000 296.00 182.300 6,745.10 12 MOVE-IN/MOVE-OUT EA 300.0000 1,500.00 4.000 1,200.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 184.000 36,800.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8000 5,280.00 9,251.600 7,401.28 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 75,000.0000 75,000.00 0.035 2,625.00 0.698 52,350.00 16 CONSTRUCTION AREA SIGNS LS 48,000.0000 48,000.00 0.019 912.00 0.684 32,832.00 S) 17 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.035 10,500.00 0.698 209,400.00 S) 18 TYPE III BARRICADE EA 75.0000 1,500.00 5.000 375.00 27.000 2,025.00 S) 19 TYPE III BARRICADE (LEFT IN PLACE) EA 100.0000 800.00 5.000 500.00 5.000 500.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 3,350.00 0.000 0.00 S) 21 TEMPORARY PAVEMENT MARKER EA 10.0000 710.00 0.000 0.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 22,000.0000 330,000.00 0.525 11,550.00 10.475 230,450.00 S) PROGRAM CAS145 PAGE 2 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 29.0000 1,128,100.00 3,294.000 95,526.00 37,404.134 1,084,719.89 24 TRAFFIC PLASTIC DRUM (LEFT IN PLACE) EA 80.0000 12,800.00 95.000 7,600.00 S) 25 TRAFFIC PLASTIC DRUM EA 40.0000 24,400.00 125.000 5,000.00 394.000 15,760.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 200.0000 64,000.00 313.000 62,600.00 S) 27 CRASH CUSHION MODULE (LEFT IN PLACE) EA 500.0000 14,000.00 0.000 0.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 1,000.0000 1,000.00 7.000 7,000.00 S) 29 ABANDON CULVERT EA 1,300.0000 59,800.00 27.000 35,100.00 30 ABANDON INLET EA 1,110.0000 41,070.00 21.000 23,310.00 31 ABANDON IRRIGATION CROSSOVER EA 1,160.0000 26,680.00 13.000 15,080.00 32 REMOVE CHAIN LINK FENCE M 25.0000 21,000.00 836.000 20,900.00 33 REMOVE METAL BEAM GUARD RAILING M 30.0000 27,300.00 70.000 2,100.00 813.000 24,390.00 S) 34 REMOVE DOUBLE THRIE BEAM BARRIER M 80.0000 85,600.00 1,070.500 85,640.00 S) 35 REMOVE TRAFFIC STRIPE M 1.3500 108,000.00 6,600.440 8,910.59 108,319.000 146,230.65 S) 36 REMOVE PAVEMENT MARKING M2 20.0000 280.00 235.213 4,704.26 S) 37 REMOVE ROADSIDE SIGN EA 125.0000 3,250.00 22.000 2,750.00 S) 38 REMOVE SIGN STRUCTURE EA 5,000.0000 80,000.00 0.370 1,850.00 16.000 80,000.00 39 REMOVE ASPHALT CONCRETE DIKE M 1.5000 14,010.00 8,231.210 12,346.82 40 REMOVE SLOPE PAVING LS 1.0000 1.00 0.000 0.00 41 REMOVE DELINEATOR EA 50.0000 3,500.00 14.000 700.00 42 RESET ROADSIDE SIGN EA 300.0000 4,500.00 9.000 2,700.00 43 RELOCATE HOV POP-UP CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 44 RELOCATE ROADSIDE SIGN EA 300.0000 8,700.00 11.000 3,300.00 45 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 46 ADJUST FRAME AND COVER TO GRADE EA 600.0000 2,400.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 14,070.00 2,920.500 20,443.50 S) 48 SALVAGE HOV TOLL BOOTH LS 3,700.0000 3,700.00 1.000 3,700.00 49 REMOVE CONCRETE CURB AND SIDEWALK M 33.0000 13,530.00 308.700 10,187.10 PROGRAM CAS145 PAGE 3 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 26.0000 223,600.00 1,665.000 43,290.00 8,264.500 214,877.00 51 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 1,200.00 48.000 1,200.00 52 ACCESS OPENING, SOFFIT EA 2,700.0000 2,700.00 1.000 2,700.00 53 CAP INLET EA 2,100.0000 33,600.00 18.000 37,800.00 54 CAP RISER EA 1,600.0000 24,000.00 11.000 17,600.00 55 REMOVE CRASH CUSHION (TYPE GREAT) EA 2,000.0000 12,000.00 2.000 4,000.00 56 REMOVE CRASH CUSHION EA 135.0000 1,890.00 14.000 1,890.00 (SAND FILLED, MODULE) 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 0.160 3,200.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 8,000.0000 8,000.00 1.000 8,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION E LS 8,500.0000 8,500.00 1.000 8,500.00 62 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.900 180,000.00 63 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.025 1,000.00 0.689 27,560.00 64 ROADWAY EXCAVATION M3 17.0000 2,601,000.00 138,870.500 2,360,798.50 65 STRUCTURE EXCAVATION (BRIDGE) M3 63.0000 69,300.00 1,100.000 69,300.00 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 373,350.00 7,467.000 373,350.00 F) 67 STRUCTURE EXCAVATION (TIEBACK WALL) M3 290.0000 250,850.00 911.650 264,378.50 F) 68 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 350.0000 54,250.00 155.000 54,250.00 F) 69 STRUCTURE BACKFILL (BRIDGE) M3 99.0000 26,730.00 243.000 24,057.00 F) 70 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 372,570.00 12,404.000 372,120.00 F) 71 STRUCTURE BACKFILL (TIEBACK WALL) M3 650.0000 28,600.00 15.000 9,750.00 F) 72 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 340.0000 5,100.00 5.000 1,700.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 88,825.00 1,045.000 88,825.00 F) WALL) 74 SAND BACKFILL M3 130.0000 157,300.00 902.790 117,362.70 75 SOIL NAIL ASSEMBLY M 100.0000 74,500.00 880.000 88,000.00 S) 76 EROSION CONTROL (BIOFILTRATION) M2 12.5000 13,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (TYPE D) M2 0.8000 88,000.00 80,556.000 64,444.80 S) 78 EROSION CONTROL (HYDRAULIC MATRIX) M2 2.2500 16,470.00 8,017.000 18,038.25 S) 79 FIBER ROLLS M 7.5000 3,825.00 3,307.500 24,806.25 80 COMPOST, INCORPORATE M2 2.0000 14,640.00 0.000 0.00 S) 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 2,000.00 2.000 800.00 S) 82 TRUCK WATERING LS 18,000.0000 18,000.00 0.000 0.00 83 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.978 68,460.00 S) 84 250 MM CORRUGATED HIGH DENSITY M 335.0000 23,450.00 70.260 23,537.10 POLYETHYLENE PIPE CONDUIT 85 EXTEND 250 MM CONDUIT M 950.0000 22,800.00 21.900 20,805.00 86 EXTEND 500 MM CONDUIT M 1,300.0000 7,800.00 6.000 7,800.00 87 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 88 CLASS 2 AGGREGATE BASE M3 37.0000 2,046,100.00 156.000 5,772.00 58,663.436 2,170,547.13 89 ASPHALT TREATED PERMEABLE BASE M3 139.0000 681,100.00 285.280 39,653.92 2,636.790 366,513.81 90 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,200.0000 21,600.00 0.640 768.00 6.815 8,178.00 91 ASPHALT CONCRETE (TYPE A) TONN 83.0000 2,523,200.00 835.040 69,308.32 23,969.066 1,989,432.48 92 ASPHALT CONCRETE BASE (TYPE A) TONN 79.0000 2,741,300.00 407.650 32,204.35 24,272.410 1,917,520.39 93 PLACE ASPHALT CONCRETE DIKE M 4.0000 34,000.00 -451.000 -1,804.00 8,570.700 34,282.80 94 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 16,800.00 -210.000 -2,520.00 449.620 5,395.44 AREA) 95 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,500.0000 1,250.00 0.540 1,350.00 96 CONCRETE PAVEMENT M3 245.0000 6,835,500.00 547.000 134,015.00 19,482.511 4,773,215.20 97 SEAL PAVEMENT JOINT M 4.2500 166,175.00 6,120.000 26,010.00 24,130.130 102,553.05 98 SEAL LONGITUDINAL ISOLATION JOINT M 21.2000 334,960.00 5,415.000 114,798.00 16,504.000 349,884.80 99 REPAIR SPALLED JOINTS M2 1,000.0000 10,000.00 0.000 0.00 00 GRIND EXISTING CONCRETE M2 5.0000 86,000.00 17,285.000 86,425.00 S) PAVEMENT 01 1524 MM CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 560,000.00 187.700 525,560.00 S) PILE 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.000 0.00 S) 03 TIEBACK ANCHOR EA 2,000.0000 406,000.00 203.000 406,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INCLINOMETER LS 20,000.0000 20,000.00 1.000 20,000.00 S) 05 STRUCTURAL CONCRETE, CIP WALL FACE M3 880.0000 290,400.00 298.800 262,944.00 F) 06 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 97,500.00 325.000 97,500.00 F) 07 STRUCTURAL CONCRETE, BRIDGE M3 598.0000 580,060.00 261.000 156,078.00 F) 08 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 1,891,570.00 4,482.800 1,927,604.00 F) 09 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 43,500.00 44.290 66,435.00 10 CLASS 4 CONCRETE (BACKFILL) M3 168.0000 63,840.00 287.540 48,306.72 11 CLASS 1 CONCRETE (BOX CULVERT) M3 1,530.0000 18,360.00 0.000 0.00 F) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,868.0000 544,148.40 3.154 5,891.67 270.547 505,381.80 F) 13 ARCHITECTURAL SURFACE (BARRIER) M2 40.0000 24,000.00 290.000 11,600.00 497.300 19,892.00 14 SWIRLED PLASTER TEXTURE M2 20.0000 105,600.00 4,997.600 99,952.00 F) 15 DRILL AND BOND DOWEL M 100.0000 9,200.00 81.000 8,100.00 16 CORE CONCRETE (0 - 50 MM) M 750.0000 27,750.00 0.000 0.00 S) 17 BAR REINFORCING STEEL (CIP WALL FACE) KG 3.0000 172,200.00 57,400.000 172,200.00 SF) 18 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 205,600.00 47,084.000 94,168.00 SF) 19 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 738,205.00 303,899.000 759,747.50 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 5,290.00 0.000 0.00 SF) 21 SHOTCRETE M3 700.0000 258,300.00 415.650 290,955.00 F) 22 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 2,004,840.00 90,378.000 903,780.00 136,831.000 1,368,310.00 F) 23 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 200,484.00 82,838.000 82,838.00 124,786.200 124,786.20 SF) 24 FURNISH LAMINATED PANEL SIGN M2 160.0000 84,800.00 97.600 15,616.00 255.600 40,896.00 (25.4 MM-TYPE A) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 2,790.00 11.390 1,025.10 (1.6 MM-UNFRAMED) 26 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,200.00 36.760 3,676.00 (2.0 MM-UNFRAMED) 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 2,420.00 2.040 224.40 (1.6 MM-FRAMED) 28 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 770.00 10.640 1,170.40 (2.0 MM-FRAMED) 29 METAL (RAIL MOUNTED SIGN) KG 10.0000 2,400.00 0.000 0.00 30 ROADSIDE SIGN-ONE POST EA 500.0000 1,500.00 2.000 1,000.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROADSIDE SIGN - ONE POST EA 35.0000 840.00 37.000 1,295.00 32 ROADSIDE SIGN - TWO POST EA 1,200.0000 3,600.00 2.000 2,400.00 33 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 10.000 1,000.00 METHOD) 34 INSTALL SIGN OVERLAY M2 750.0000 3,975.00 0.000 0.00 35 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 2,700.00 5.000 1,500.00 EXISTING POST 36 INSTALL SIGN PANEL ON EXISTING SIGN M2 200.0000 42,000.00 0.000 0.00 STRUCTURE 37 450 MM ALTERNATIVE PIPE CULVERT M 134.0000 290,780.00 1,956.370 262,153.58 38 600 MM ALTERNATIVE PIPE CULVERT M 189.0000 487,620.00 2,545.200 481,042.80 39 750 MM ALTERNATIVE PIPE CULVERT M 249.0000 303,780.00 866.040 215,643.96 40 900 MM ALTERNATIVE PIPE CULVERT M 315.0000 66,150.00 190.100 59,881.50 41 1050 MM ALTERNATIVE PIPE CULVERT M 630.0000 94,500.00 143.400 90,342.00 42 450 MM REINFORCED CONCRETE PIPE M 226.0000 33,900.00 20.100 4,542.60 145.000 32,770.00 43 600 MM REINFORCED CONCRETE PIPE M 580.0000 53,360.00 95.300 55,274.00 44 1200 MM REINFORCED CONCRETE PIPE M 650.0000 253,500.00 402.100 261,365.00 45 750 MM BITUMINOUS COATED PAVED INVERT M 600.0000 3,600.00 6.000 3,600.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 46 1440 MM X 970 MM BITUMINOUS COATED PAVED M 540.0000 13,500.00 24.400 13,176.00 INVERT CORRUGATED STEEL PIPE ARCH (2.01 MM THICK) 47 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 115,850.00 3,197.700 111,919.50 48 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 142.0000 12,070.00 58.700 8,335.40 49 DRAINAGE INLET MARKER EA 600.0000 1,800.00 3.000 1,800.00 3.000 1,800.00 50 GRATED LINE DRAIN M 300.0000 123,000.00 46.200 13,860.00 394.600 118,380.00 51 GRATED LINE DRAIN (WITH EXTENSIONS) M 355.0000 237,850.00 62.000 22,010.00 501.600 178,068.00 52 900 MM BITUMINOUS COATED CORRUGATED M 1,700.0000 1,360.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 53 600 MM ALTERNATIVE FLARED END SECTION EA 640.0000 640.00 1.000 640.00 54 900 MM PRECAST CONCRETE PIPE RISER M 1,800.0000 43,200.00 19.760 35,568.00 55 300 MM ALTERNATIVE PIPE RISER M 1,400.0000 7,000.00 3.090 4,326.00 56 450 MM ALTERNATIVE PIPE RISER M 1,100.0000 12,100.00 8.600 9,460.00 PROGRAM CAS145 PAGE 7 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 ROCK SLOPE PROTECTION M3 300.0000 1,800.00 6.800 2,040.00 (BACKING NO. 2, METHOD B) 58 MINOR CONCRETE (DITCH LINING) M3 840.0000 13,440.00 16.070 13,498.80 59 ROCK SLOPE PROTECTION FABRIC M2 11.0000 231.00 26.400 290.40 60 MINOR CONCRETE (GUTTER) M 85.0000 21,675.00 110.000 9,350.00 F) 61 MINOR CONCRETE (TEXTURED PAVING) M2 81.0000 251,100.00 2,535.800 205,399.80 62 MINOR CONCRETE (CURB, SIDEWALK AND M3 600.0000 84,000.00 149.580 89,748.00 CURB RAMP) 63 MISCELLANEOUS IRON AND STEEL KG 3.3000 102,498.00 1,362.800 4,497.24 22,063.600 72,809.88 SF) 64 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 5,040.00 0.000 0.00 SF) 65 MISCELLANEOUS METAL (BOX CULVERT) KG 22.0000 5,280.00 0.000 0.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 54,750.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 50.0000 10,000.00 64.000 3,200.00 68 MILEPOST MARKER EA 100.0000 500.00 0.000 0.00 69 GUARD RAILING DELINEATOR EA 20.0000 1,140.00 0.000 0.00 70 METAL BEAM GUARD RAILING M 120.0000 29,400.00 34.200 4,104.00 209.000 25,080.00 S) 71 CONCRETE BARRIER (TYPE K) M 80.0000 145,600.00 2,170.800 173,664.00 72 DOUBLE THRIE BEAM BARRIER M 200.0000 24,000.00 118.110 23,622.00 S) 73 CABLE RAILING M 50.0000 9,950.00 107.000 5,350.00 SF) 74 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 4.000 14,000.00 S) 75 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 875.0000 11,375.00 2.000 1,750.00 10.000 8,750.00 S) 76 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 45,000.00 2.000 5,000.00 15.000 37,500.00 S) 77 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 1.000 50,000.00 1.000 50,000.00 S) 78 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 560.0000 72,240.00 0.000 0.00 F) 79 CONCRETE BARRIER (TYPE 60D MODIFIED) M 1,000.0000 5,000.00 0.000 0.00 F) 80 CONCRETE BARRIER (TYPE 60) M 1,200.0000 3,600.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 60D) M 220.0000 54,780.00 129.200 28,424.00 F) 82 CONCRETE BARRIER (TYPE 60G) M 350.0000 105,000.00 102.200 35,770.00 102.200 35,770.00 83 CONCRETE BARRIER (TYPE 60GC) M 590.0000 23,600.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 CONCRETE BARRIER (TYPE 60GE) M 1,200.0000 480,000.00 115.200 138,240.00 115.200 138,240.00 85 CONCRETE BARRIER (TYPE 60S) M 180.0000 225,000.00 307.000 55,260.00 86 CONCRETE BARRIER (TYPE 60SC) M 200.0000 1,128,000.00 1,266.000 253,200.00 2,841.560 568,312.00 87 CONCRETE BARRIER (TYPE GC MODIFIED) M 970.0000 41,710.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 736A MODIFIED) M 245.0000 286,650.00 686.370 168,160.65 1,170.370 286,740.65 89 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 900.0000 83,700.00 0.000 0.00 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 6,800.00 15.870 634.80 194.530 7,781.20 S) 91 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 360.00 0.000 0.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,920.00 2,138.000 4,276.00 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,380.00 1,115.000 1,672.50 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 35.75 35.000 22.75 S) (BROKEN 1.83 M - 0.30 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 247.00 183.000 118.95 S) (BROKEN 5.18 M - 2.14 M) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,740.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 45.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 114,300.00 22,408.900 10,084.01 259,429.340 116,743.20 S) 99 PAINT PAVEMENT MARKING M2 30.0000 2,820.00 143.880 4,316.40 S) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 37,800.00 3,196.000 3,196.00 37,885.000 37,885.00 S) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 30,000.00 1,070.000 2,140.00 15,774.000 31,548.00 S) 02 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 03 SIGNAL AND LIGHTING (LOCATION 1) LS 149,000.0000 149,000.00 1.000 149,000.00 S) 04 SIGNAL AND LIGHTING (LOCATION 2) LS 189,000.0000 189,000.00 1.000 189,000.00 S) 05 LIGHTING (TEMPORARY) LS 370,000.0000 370,000.00 1.000 370,000.00 S) 06 LIGHTING AND SIGN ILLUMINATION LS 715,000.0000 715,000.00 0.028 20,020.00 0.926 662,090.00 S) 07 CHANGEABLE MESSAGE SIGN SYSTEM LS 169,000.0000 169,000.00 0.514 86,866.00 S) 08 TEMPORARY COMMUNICATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) 09 TRAFFIC MONITORING STATION (LOCATION 1) LS 56,000.0000 56,000.00 0.362 20,272.00 S) 10 TRAFFIC MONITORING STATION (LOCATION 2) LS 45,000.0000 45,000.00 0.956 43,020.00 S) PROGRAM CAS145 PAGE 9 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 TRAFFIC MONITORING STATION (LOCATION 3) LS 34,500.0000 34,500.00 0.381 13,144.50 S) 12 TRAFFIC MONITORING STATION (LOCATION 4) LS 53,400.0000 53,400.00 0.819 43,734.60 S) 13 TRAFFIC MONITORING STATION (LOCATION 5) LS 60,700.0000 60,700.00 0.898 54,508.60 S) 14 TEMPORARY TRAFFIC MONITORING STATION LS 340,000.0000 340,000.00 0.974 331,160.00 S) 15 TEMPORARY RAMP METERING SYSTEM LS 99,000.0000 99,000.00 0.996 98,604.00 S) (LOCATION 1) 16 TEMPORARY RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.999 99,900.00 S) (LOCATION 2) 17 TEMPORARY RAMP METERING SYSTEM LS 35,400.0000 35,400.00 1.000 35,400.00 S) (LOCATION 3) 18 TEMPORARY RAMP METERING SYSTEM LS 64,000.0000 64,000.00 1.000 64,000.00 S) (LOCATION 4) 19 TEMPORARY RAMP METERING SYSTEM LS 33,000.0000 33,000.00 0.940 31,020.00 S) (LOCATION 5) 20 HOV REVERSIBLE LANE SYSTEM LS 165,000.0000 165,000.00 0.715 117,975.00 S) 21 REMOVE AND MAINTAIN TOLL BOOTH SERVICES LS 40,800.0000 40,800.00 1.000 40,800.00 S) 22 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.993 47,664.00 S) 23 RAMP METERING SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.986 98,600.00 S) 24 RAMP METERING SYSTEM (LOCATION 3) LS 36,000.0000 36,000.00 0.000 0.00 S) 25 RAMP METERING SYSTEM (LOCATION 4) LS 62,000.0000 62,000.00 0.782 48,484.00 S) 26 RAMP METERING SYSTEM (LOCATION 5) LS 62,400.0000 62,400.00 0.000 0.00 S) 27 FIBER OPTIC COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 0.026 18,200.00 0.869 608,300.00 S) PROGRAM CAS145 PAGE 10 DATE 05/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 07:53 AM ESTIMATE NO. 24 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 05/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,467,659.55 35,208,487.79 ADJUSTMENT OF COMPENSATION 0.00 16,209.25 EXTRA WORK 84,136.06 2,915,484.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,551,795.61 38,140,181.25 28 MOBILIZATION LS 3930,000.0000 3,930,000.00 1.000 3,930,000.00 ORIGINAL CONTRACT AMOUNT 48,380,250.15 TOTAL WORK COMPLETED 2,551,795.61 42,070,181.25 MATERIALS ON HAND ON SITE 1,298,124.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -153,360.00 TOTAL 2,551,795.61 43,214,945.27 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 06/11/08 600 06/30/08 06/30/08 02/16/11 419 51 5 0 79% 69% PROGRESS IS SATISFACTORY SILVA, GUS RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/10