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 07/16/07 EST. NO.56 TIME 11:10 AM R.E. NAME: OLSON, TED 11-091804 --------------------------------------------------------------------------- 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 0090 832.13 E.W. @ F.A.(+) 062804 N 0220.0 0174-1 -714.49 102605 N 0865.0 DAO CORRECTING ENTRY 0174-2 591.23 102605 N 0865.0 DAO CORRECTING ENTRY 0175 1,351.32 102705 N 0866.0 0177-1 -184.34 102105 N 0868.0 DAO CORRECTING ENTRY 0180 177.61 021804 N 1013.0 0181 687.50 012804 N 1014.0 0187 745.25 022204 N 1034.0 0194 898.81 031705 N 1225.0 0195 1,364.18 031805 N 1226.0 002 0085-1 -4,573.00 E.W. @ U.P (+) 122005 N NA0010 DAO CORRECTING ENTRY 003 0018 989.66 E.W. @ F.A.(+) 091903 N 1256.0 0018-1 -989.66 091903 N 1256.0 DAO CORRECTING ENTRY 0018-2 413.97 091903 N 1256.0 DAO CORRECTING ENTRY 004 0022 1,198.40 E.W. @ F.A.(+) 010505 N 1227.0 0023 1,417.05 010605 N 1228.0 012 0016-1 -118.64 E.W. @ F.A.(+) 092804 N 0297.0 DAO CORRECTING ENTRY 0018-1 -367.65 092204 N 0331.0 DAO CORRECTING ENTRY 0044-1 -203.32 100705 N 0840.0 DAO CORRECTING ENTRY 0044-2 101.66 100705 N 0840.0 DAO CORRECTING ENTRY 0045-1 -251.85 101705 N 0849.0 DAO CORRECTING ENTRY 0045-2 125.93 101705 N 0849.0 DAO CORRECTING ENTRY 018 0009 498.81 E.W. @ F.A.(+) 122204 N 1230.0 0010 1,048.60 122304 N 1231.0 0011 331.59 091203 N 1232.0 0012 175.47 120404 N 1233.0 0013 1,041.06 111804 N 1235.0 0014 708.36 110804 N 1236.0 021 0001 4,047.43 E.W. @ F.A.(+) 121903 N 1020.0 027 0023-1 -964.81 E.W. @ F.A.(+) 101905 N 0851.1 DAO CORRECTING ENTRY 0023-2 543.50 101905 N 0851.1 DAO CORRECTING ENTRY 038 0011-1 -569.25 E.W. @ F.A.(+) 030904 N 0549.0 DAO CORRECTING ENTRY 0011-2 150.57 030904 N 0549.0 DAO CORRECTING ENTRY 039 0033 456.88 E.W. @ F.A.(+) 031605 N 1237.0 041 0004 321.09 E.W. @ F.A.(+) 112304 N 1238.0 0005 481.64 112404 N 1239.0 0006 299.60 112904 N 1240.0 0007 374.52 120104 N 1241.0 0008 618.16 120204 N 1242.0 0009 1,346.99 120804 N 1243.0 0010 404.14 120404 N 1244.0 0011 3,179.54 120604 N 1245.0 043 0005 202.18 E.W. @ F.A.(+) 022505 N 1132.0 044 0140-1 -1,604.66 E.W. @ F.A.(+) 101005 N 0870.0 DAO CORRECTING ENTRY 0140-2 1,481.39 101005 N 0870.0 DAO CORRECTING ENTRY 050 0004 118.64 E.W. @ F.A.(+) 092804 N 0297.1 0005 367.65 092204 N 0331.2 052 0005 539.02 E.W. @ F.A.(+) 100405 N 1249.0 057 0008-1 -325.51 E.W. @ F.A.(+) 011305 N 0397.0 DAO CORRECTING ENTRY 0008-2 255.92 011305 N 0397.0 DAO CORRECTING ENTRY 0012-1 -242.93 030905 N 0488.0 DAO CORRECTING ENTRY 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 07/16/07 EST. NO.56 TIME 11:10 AM R.E. NAME: OLSON, TED 11-091804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0012-2 214.52 030905 N 0488.0 DAO CORRECTING ENTRY 0060-1 -923.81 073005 N 0760.0 DAO CORRECTING ENTRY 0060-2 778.68 073005 N 0760.0 DAO CORRECTING ENTRY 0064-1 -1,049.16 072305 N 0727.0 DAO CORRECTING ENTRY 0064-2 689.79 072305 N 0727.0 DAO CORRECTING ENTRY 0065-1 -800.30 072505 N 0728.0 DAO CORRECTING ENTRY 0065-2 356.97 072505 N 0728.0 DAO CORRECTING ENTRY 0066-1 -1,662.06 072605 N 0729.0 DAO CORRECTING ENTRY 0067-1 -1,976.25 072705 N 0730.0 DAO CORRECTING ENTRY 0068-1 -1,786.34 072805 N 0731.0 DAO CORRECTING ENTRY 060 0012 790.74 E.W. @ F.A.(+) 102405 N 1212.0 0013 1,316.67 110405 N 1213.0 066 0012 4,280.10 E.W. @ F.A.(+) 042205 N 1028.0 0013 2,034.98 042905 N 1029.0 0014 90.33 042105 N 1030.0 0015 4,105.02 050505 N 1031.0 0016 1,399.20 041805 N 1032.0 0017 92.40 041305 N 1033.0 0019 413.88 051605 N 1027.0 27,142.70 TOTAL THIS ESTIMATE 2,219,058.50 TOTAL PREVIOUS ESTIMATE 2,246,201.20 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 07/16/07 EST. NO.56 TIME 11:10 AM R.E. NAME: OLSON, TED 11-091804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REL COMP DEDUCTION -4,405.96 08 CABLE RAILING -5,940.00 20 REJ. CONC TRANSV JNT -2,053.25 22 REJ. CONC LONG. JNT -5,809.29 22 AC GRADATION -6,342.95 26 AC RELATIVE COMPACT -1,473.00 26 AC GRADATION 4,405.96 27 AC BASE ON 1/16/03 -1,432.00 28 AGG. BASE ON 4/2/03 -1,200.00 28 SIGNPOSTS & BRACES -2,423.52 28 CABLE RAILING 5,940.00 29 RELATIVE COMPACT AC -855.29 29 REL.COMP.AC TYPE 1 -1,774.33 33 0.00 -23,363.63 LABOR COMPLIANCE VIOLATION O/S PRS DEC -10,000.00 02 O/S PRS JAN -10,000.00 03 PRS RECD DEC 10,000.00 03 O/S PRS FEB -10,000.00 04 PRS RECD JAN 10,000.00 04 O/S PRS MARCH -10,000.00 06 PRS RECD FEB 10,000.00 06 O/S PRS APRIL -10,000.00 07 O/S PRS MAY -10,000.00 08 O/S PRS JUNE -10,000.00 09 PRS RECD MARCH 10,000.00 09 O/S PRS JULY -10,000.00 10 O/S PRS AUG -10,000.00 11 O/S PRS SEPT -9,465.55 12 PRS RECD APRIL 10,000.00 12 PRS RECD MAY 10,000.00 12 PRS RECD JULY 10,000.00 12 O/S PRS OCT -10,000.00 13 PRS RECD JUNE 10,000.00 13 O/S PRS JAN -10,000.00 16 PRS RECD AUG 10,000.00 16 O/S PRS FEB -8,657.90 17 PRS RECD JAN 10,000.00 17 O/S PRS MARCH -5,851.52 18 PRS RECD FEB 8,657.90 18 O/S PRS APRIL -8,662.00 20 O/S PRS MAY -10,000.00 21 O/S PRS JULY 04 -10,000.00 23 PRS RECD SEPT 03 9,465.55 23 PRS RECD OCT 03 10,000.00 23 PRS RECD MARCH 04 5,851.52 23 O/S PRS AUG -10,000.00 24 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/16/07 EST. NO.56 TIME 11:10 AM R.E. NAME: OLSON, TED 11-091804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS SEPT -10,000.00 25 PRS RECD APRIL 8,662.00 25 PRS RECD MAY 10,000.00 25 PRS RECD JULY 10,000.00 25 O/S PRS OCT -10,000.00 26 O/S PRS NOV -10,000.00 27 PRS RECD SEPT 10,000.00 27 O/S PRS DEC -10,000.00 28 O/S PRS JAN -10,000.00 29 PRS RECD AUG 10,000.00 29 O/S PRS FEB -10,000.00 30 PRS RECD OCT 10,000.00 30 O/S PRS MARCH -10,000.00 32 PRS RECD DEC 10,000.00 32 PRS RECD JAN 10,000.00 32 PRS RECD FEB 10,000.00 32 PRS RECD NOV 10,000.00 32 O/S PRS APRIL -10,000.00 33 PRS RECD MARCH 10,000.00 33 O/S PRS MAY -10,000.00 34 O/S PRS JUNE -10,000.00 35 O/S PRS JULY -10,000.00 36 PRS RECD MAY 10,000.00 36 O/S PRS AUG -10,000.00 37 PRS RECD APRIL 10,000.00 37 O/S PRS SEPT -8,475.24 38 PRS RECD JUNE 10,000.00 38 PRS RECD JULY 10,000.00 38 O/S PRS OCT -3,953.62 40 PRS RECD SEPT 8,475.24 40 PRS RECD AUG 10,000.00 41 O/S PRS DEC -1,949.47 42 PRS RECD DEC 05 1,949.47 50 PRS RECD OCT 3,953.62 52 O/S PRS -3,000.00 54 PRS RECD 3,000.00 56 3,000.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402, 2403, FHWA-47 -10,000.00 54 0.00 -10,000.00 TOTAL DEDUCTIONS 3,000.00 -33,363.63 PROGRAM CAS145 PAGE 1 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-905-R10.9/R11.7 ---------------------------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 2585 BUSINESS PARK DRIVE AT VARIOUS LOCATIONS VISTA, CA 92083-8831 FED. AID NO. ACNH-A905(12)N ,HPD-A905(13) ,ACIM-805 -1(587)3 CONSTRUCT 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 9,100.0000 9,100.00 1.000 9,100.00 S) 02 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 45,000.0000 45,000.00 1.000 45,000.00 S) SYSTEM 03 TIME-RELATED OVERHEAD WDAY 2,200.0000 1,034,000.00 583.000 1,282,600.00 04 600 MM TEMPORARY ALTERNATIVE PIPE M 98.0000 4,018.00 33.000 3,234.00 CULVERT 05 900 MM TEMPORARY REINFORCED CONCRETE M 1,000.0000 3,100.00 2.120 2,120.00 PIPE RISER 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 08 TEMPORARY EROSION CONTROL HA 5,000.0000 45,000.00 4.740 23,700.00 09 TEMPORARY FIBER ROLL M 11.0000 69,520.00 10,338.000 113,718.00 10 TEMPORARY GRAVEL BAG EA 14.0000 9,100.00 3,318.000 46,452.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 17,600.00 8.000 17,600.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 11,000.0000 44,000.00 4.000 44,000.00 13 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500.00 S) 14 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 24.0000 3,840.00 490.390 11,769.36 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 14,000.00 40,496.700 40,496.70 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 3,800.00 2,373.000 9,492.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 108,000.00 6.000 108,000.00 S) 19 TEMPORARY RAILING (TYPE K) M 28.0000 70,000.00 6,089.200 170,497.60 S) 20 TRAFFIC PLASTIC DRUMS EA 20.0000 16,000.00 405.000 8,100.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 255.0000 2,295.00 69.000 17,595.00 S) 22 ABANDON REINFORCED CONCRETE BOX EA 440.0000 2,200.00 7.000 3,080.00 PROGRAM CAS145 PAGE 2 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 430.0000 3,010.00 10.000 4,300.00 24 REMOVE CHAIN LINK FENCE M 22.0000 17,160.00 707.600 15,567.20 25 REMOVE TRAFFIC STRIPE (YELLOW) M 5.0000 1,050.00 3,252.200 16,261.00 26 REMOVE TRAFFIC STRIPE AND PAVEMENT M 2.0000 3,000.00 3,037.000 6,074.00 MARKING 27 REMOVE SIGN EA 1,500.0000 1,500.00 1.000 1,500.00 28 REMOVE ROADSIDE SIGN EA 300.0000 6,300.00 17.000 5,100.00 29 RESET ROADSIDE SIGN EA 380.0000 3,800.00 10.000 3,800.00 30 RELOCATE ROADSIDE SIGN EA 380.0000 1,900.00 1.000 380.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 20,700.00 4,947.000 24,735.00 S) (60 MM MAXIMUM) 32 REMOVE CONCRETE M3 150.0000 28,500.00 545.130 81,769.50 33 CAP INLET EA 500.0000 500.00 0.000 0.00 34 CLEARING AND GRUBBING LS 71,460.0000 71,460.00 1.000 71,460.00 35 DEVELOP WATER SUPPLY LS 18,182.0000 18,182.00 1.000 18,182.00 36 ROADWAY EXCAVATION M3 7.5000 666,000.00 136,997.000 1,027,477.50 37 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 13.0000 25,480.00 1,960.000 25,480.00 F) 39 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 24,000.00 1,235.410 24,708.20 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 28.0000 34,440.00 1,230.000 34,440.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 36,000.00 829.150 37,311.75 F) 42 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 5,600.00 175.060 6,127.10 F) WALL) 43 SAND BACKFILL M3 78.0000 24,960.00 121.700 9,492.60 44 DITCH EXCAVATION M3 24.0000 4,800.00 152.000 3,648.00 45 IMPORTED BORROW M3 3.0000 120,900.00 9,238.450 27,715.35 46 HIGHWAY PLANTING LS 350,000.0000 350,000.00 1.000 350,000.00 S) 47 STRAW (EROSION CONTROL) KG 4.0000 1,400.00 1,117.670 4,470.68 S) 48 FIBER (EROSION CONTROL) KG 2.0000 1,480.00 1,304.000 2,608.00 S) 49 COMPOST (EROSION CONTROL) KG 1.0000 740.00 1,304.000 1,304.00 S) PROGRAM CAS145 PAGE 3 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 4.000 2,000.00 S) 51 PURE LIVE SEED (TYPE 1) KG 90.0000 450.00 5.531 497.79 S) (EROSION CONTROL) 52 PURE LIVE SEED (TYPE 2) KG 30.0000 120.00 6.160 184.80 S) (EROSION CONTROL) 53 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 100.00 16.300 163.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 300.00 98.000 490.00 S) 55 TRANSPLANT PALM TREE EA 1,400.0000 151,200.00 105.000 147,000.00 S) 56 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 1.000 45,000.00 S) 57 IRRIGATION SYSTEM LS 345,000.0000 345,000.00 1.000 345,000.00 S) 58 WATER METER EA 24,000.0000 48,000.00 1.000 24,000.00 S) 59 200 MM CORRUGATED HIGH DENSITY M 103.0000 21,630.00 124.000 12,772.00 POLYETHYLENE PIPE CONDUIT 60 CLASS 4 AGGREGATE SUBBASE M3 25.0000 385,000.00 15,563.230 389,080.75 61 CLASS 2 AGGREGATE BASE M3 33.0000 980,100.00 30,289.000 999,537.00 62 ASPHALT TREATED PERMEABLE BASE M3 88.0000 225,280.00 2,739.700 241,093.60 63 ASPHALT CONCRETE (TYPE A) TONN 53.0000 699,600.00 15,835.760 839,295.28 64 ASPHALT CONCRETE BASE (TYPE A) TONN 49.0000 342,020.00 7,443.800 364,746.20 65 PLACE ASPHALT CONCRETE DIKE M 5.5000 6,655.00 3,029.600 16,662.80 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 12,600.00 2,631.200 39,468.00 AREA) 67 ASPHALTIC EMULSION TONN 350.0000 8,050.00 16.130 5,645.50 (FOG SEAL COAT AND PAINT BINDER) 68 CONCRETE PAVEMENT M3 195.0000 1,232,400.00 4,870.000 949,650.00 69 SEAL PAVEMENT JOINT M 3.0000 36,000.00 7,695.000 23,085.00 70 PRESTRESSING CAST-IN-PLACE CONCRETE LS 72,000.0000 72,000.00 1.000 72,000.00 S) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 169,500.00 565.000 169,500.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 395.0000 904,550.00 2,293.000 905,735.00 F) 73 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 265,000.00 537.500 268,750.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 655.0000 30,785.00 47.000 30,785.00 F) (TYPE EQ) 75 CLASS 4 CONCRETE (BACKFILL) M3 94.0000 7,990.00 212.920 20,014.48 76 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 120,000.00 124.670 124,670.00 F) PROGRAM CAS145 PAGE 4 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ARCHITECTURAL TREATMENT (FRACTURED RIB) M2 78.0000 10,374.00 133.000 10,374.00 F) 78 FRACTURED RIB TEXTURE M2 32.0000 23,680.00 790.240 25,287.68 79 FURNISH AND INSTALL 20 MM X 20 MM GLASS M2 450.0000 9,900.00 22.000 9,900.00 S) MOSAIC TILE 80 JOINT SEAL (MR 50 MM) M 177.0000 12,390.00 79.600 14,089.20 S) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 324,900.00 378,172.000 378,172.00 SF) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,000.00 14,556.740 29,113.48 SF) 83 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 57,500.00 5,810.000 29,050.00 S) 84 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 11,500.00 5,810.000 5,810.00 S) 85 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 20,000.00 16.600 16,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 86 ROADSIDE SIGN - ONE POST EA 375.0000 15,000.00 76.000 28,500.00 S) 87 ROADSIDE SIGN - TWO POST EA 800.0000 8,000.00 14.000 11,200.00 S) 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,025.00 7.000 945.00 S) METHOD) 89 PREPARE AND PAINT CONCRETE M2 15.0000 2,295.00 173.000 2,595.00 S) 90 450 MM ALTERNATIVE PIPE CULVERT M 130.0000 23,400.00 290.000 37,700.00 91 600 MM ALTERNATIVE PIPE CULVERT M 137.0000 134,260.00 868.400 118,970.80 92 750 MM ALTERNATIVE PIPE CULVERT M 197.0000 82,740.00 385.000 75,845.00 93 900 MM ALTERNATIVE PIPE CULVERT M 192.0000 11,520.00 62.000 11,904.00 94 375 MM PLASTIC PIPE M 200.0000 2,800.00 0.000 0.00 95 600 MM REINFORCED CONCRETE PIPE M 150.0000 6,900.00 0.000 0.00 96 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 25,500.00 1,224.020 20,808.34 97 GROSS SOLIDS REMOVAL DEVICE LS 40,000.0000 40,000.00 1.000 40,000.00 98 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 367.0000 11,377.00 0.000 0.00 99 450 MM CONCRETE FLARED END SECTION EA 962.0000 962.00 0.000 0.00 00 600 MM CONCRETE FLARED END SECTION EA 541.0000 1,623.00 0.000 0.00 01 750 MM CONCRETE FLARED END SECTION EA 663.0000 663.00 0.000 0.00 02 900 MM CONCRETE FLARED END SECTION EA 763.0000 763.00 0.000 0.00 03 900 MM REINFORCED CONCRETE PIPE RISER M 560.0000 4,088.00 3.700 2,072.00 PROGRAM CAS145 PAGE 5 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROCK SLOPE PROTECTION M3 81.0000 2,592.00 57.240 4,636.44 (FACING, METHOD B) 05 CONCRETE (CHANNEL LINING) M3 300.0000 15,000.00 58.350 17,505.00 06 SLOPE PAVING (STAMPED CONCRETE) M2 110.0000 88,220.00 802.000 88,220.00 F) 07 MINOR CONCRETE (MISCELLANEOUS M3 250.0000 255,000.00 633.640 158,410.00 CONSTRUCTION) 08 MINOR CONCRETE (STAMPED CONCRETE) M2 35.0000 141,750.00 2,687.140 94,049.90 09 MISCELLANEOUS IRON AND STEEL KG 2.0000 9,800.00 5,056.000 10,112.00 SF) 10 MISCELLANEOUS METAL (BRIDGE) KG 3.4000 9,962.00 0.000 0.00 SF) 11 CHAIN LINK FENCE (TYPE CL-1.8) M 39.0000 10,920.00 295.000 11,505.00 S) 12 CHAIN LINK FENCE (TYPE CL - 1.8, M 64.0000 171,520.00 2,080.100 133,126.40 S) VINYL CLAD, 25 MM X 25 MM MESH) 13 1.8 M CHAIN LINK GATE (TYPE CL - 1.8, EA 1,000.0000 1,000.00 1.000 1,000.00 S) VINYL CLAD, 25 MM X 25 MM MESH) 14 2.4 M CHAIN LINK GATE (TYPE CL - 1.8, EA 900.0000 5,400.00 0.000 0.00 S) VINYL CLAD, 25 MM X 25 MM MESH) 15 DELINEATOR (CLASS 1) EA 40.0000 2,400.00 99.000 3,960.00 16 MILEPOST MARKER EA 75.0000 300.00 0.000 0.00 17 METAL BEAM GUARD RAILING M 74.0000 12,580.00 151.000 11,174.00 S) 18 CHAIN LINK RAILING (TYPE 7) M 170.0000 11,900.00 48.000 8,160.00 S) 19 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 180.0000 29,160.00 167.600 30,168.00 SF) 20 TUBULAR HANDRAILING M 180.0000 4,500.00 0.000 0.00 SF) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 322.0000 59,892.00 186.000 59,892.00 F) 22 CABLE RAILING M 36.0000 8,280.00 234.600 8,445.60 S) 23 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 1.000 3,000.00 S) 24 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 S) 25 CRASH CUSHION (REACT 9CBB) EA 43,000.0000 172,000.00 2.000 86,000.00 S) 26 CONCRETE BARRIER (TYPE 60) M 119.0000 135,660.00 995.100 118,416.90 S) 27 CONCRETE BARRIER (TYPE 60D) M 102.0000 15,300.00 137.000 13,974.00 S) 28 CONCRETE BARRIER (TYPE 60E) M 524.0000 31,440.00 60.000 31,440.00 S) 29 CONCRETE BARRIER (TYPE 736) M 212.0000 31,800.00 144.000 30,528.00 S) 30 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 4,800.00 459.110 13,773.30 S) PROGRAM CAS145 PAGE 6 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,900.00 1,460.000 4,380.00 S) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 200.00 175.000 350.00 S) (BROKEN 5.18 M - 2.14 M) 33 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 13,000.00 34,386.000 34,386.00 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,000.00 2,056.000 4,112.00 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,000.00 1,415.000 4,245.00 S) 36 SIGNAL AND LIGHTING (TEMPORARY) LS 140,000.0000 140,000.00 1.000 140,000.00 S) 37 SIGNAL AND LIGHTING (LOCATION 1) LS 84,000.0000 84,000.00 1.000 84,000.00 S) 38 SIGNAL AND LIGHTING (LOCATION 2) LS 102,000.0000 102,000.00 1.000 102,000.00 S) 39 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 40 LIGHTING (CITY STREET) LS 57,000.0000 57,000.00 1.000 57,000.00 S) 41 LIGHTING AND SIGN ILLUMINATION LS 92,000.0000 92,000.00 1.000 92,000.00 S) 42 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 2.000 6,000.00 S) 43 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 6,000.00 200.000 6,000.00 S) 44 SPRINKLER CONTROL CONDUIT (BRIDGE) M 30.0000 6,000.00 200.000 6,000.00 S) 45 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 1.000 9,000.00 S) 46 TRAFFIC MONITORING STATION LS 22,000.0000 22,000.00 0.000 0.00 S) 47 COMMUNICATION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 S) 48 RAMP METERING SYSTEM LS 46,000.0000 46,000.00 1.000 46,000.00 S) 49 REMOVE EXISTING SIGNAL SYSTEM LS 2,000.0000 2,000.00 1.000 2,000.00 S) 50 MODIFY SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 1.000 15,000.00 S) 51 MODIFY SIGNAL AND LIGHTING (STAGE 1) LS 13,000.0000 13,000.00 0.000 0.00 S) 52 MODIFY SIGNAL AND LIGHTING (STAGE 2) LS 21,000.0000 21,000.00 0.000 0.00 S) 53 MODIFY SIGNAL AND LIGHTING (STAGE 3) LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 07/16/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 11:10 AM ESTIMATE NO. 56 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/06 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 07/16/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 12,534,198.78 ADJUSTMENT OF COMPENSATION 0.00 505,698.97 EXTRA WORK 27,142.70 1,740,502.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 27,142.70 14,780,399.98 54 MOBILIZATION LS 1350,000.0000 1,350,000.00 1.000 1,350,000.00 ORIGINAL CONTRACT AMOUNT 13,520,701.00 TOTAL WORK COMPLETED 27,142.70 16,130,399.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,000.00 -33,363.63 TOTAL 30,142.70 16,097,036.35 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/29/02 720 01/02/03 11/13/02 11/24/06 833 172 113 0 100% 100% OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 DATE 07/16/07