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 08/02/06 EST. NO.22 TIME 01:23 PM R.E. NAME: 2320 COURAGE DR SUIT 106 04-0T16U4 --------------------------------------------------------------------------- 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 0057 782.71 E.W. @ F.A.(+) 100405 N 1134 0 782.71 TOTAL THIS ESTIMATE 1,464,134.43 TOTAL PREVIOUS ESTIMATE 1,464,917.14 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 08/02/06 EST. NO.22 TIME 01:23 PM R.E. NAME: 2320 COURAGE DR SUIT 106 04-0T16U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 LOCATION RERUN SEMI-FINAL ESTIMATE 04-SOL-80-13.0/16.0 ------------------------- OC JONES & SONS INC IN SOLANO COUNTY IN FAIRFIELD FROM 1520 FOURTH STREET 680 AND 80 SEPARATION TO 0.7 KM BERKELEY CA 94710 WEST OF ROUTE 12 AND 80 CONNECTOR OVERCROSSING FED. AID NO. ACIM-080 -2(342)N WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 1.000 1,500.00 02 TIME-RELATED OVERHEAD LS 480,000.0000 480,000.00 1.000 480,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 735.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 38,200.00 3,115.000 31,150.00 S) 05 ASBESTOS HEALTH AND SAFETY PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 06 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 S) 08 TEMPORARY HYDRAULIC MULCH M2 0.9600 20,160.00 0.000 0.00 S) (BONDED FIBER MATRIX) 09 TEMPORARY SILT FENCE M 10.0000 10,500.00 239.000 2,390.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 8,000.00 7.000 14,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 8,000.00 2.000 4,000.00 12 TEMPORARY COVER M2 2.0000 14,000.00 0.000 0.00 13 MOVE-IN/MOVE-OUT EA 650.0000 2,600.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 2,250.00 0.000 0.00 S) 15 TEMPORARY CREEK DIVERSION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 16 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 1.000 11,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 22,006.4000 22,006.40 1.000 22,006.40 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 506.00 11.700 257.40 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 68,480.00 79,314.500 63,451.60 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 5,400.00 215.000 4,300.00 21 TEMPORARY PAVEMENT MARKER EA 3.0000 17,400.00 8,674.000 26,022.00 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 20,000.00 4.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 21.0000 392,700.00 19,645.230 412,549.83 24 TEMPORARY CRASH CUSHION MODULE EA 170.0000 79,900.00 521.000 88,570.00 25 TEMPORARY TRAFFIC SCREEN M 4.0000 29,680.00 0.000 0.00 26 ABANDON CULVERT EA 800.0000 2,400.00 3.000 2,400.00 27 ABANDON INLET EA 635.0000 2,540.00 3.000 1,905.00 28 OBLITERATE SURFACING M2 3.0000 1,440.00 1,074.000 3,222.00 29 REMOVE CHAIN LINK FENCE M 16.5000 2,640.00 143.060 2,360.49 30 REMOVE SINGLE METAL BEAM BARRIER M 25.0000 16,500.00 928.370 23,209.25 31 REMOVE DOUBLE METAL BEAM BARRIER M 26.0000 63,960.00 2,300.550 59,814.30 32 REMOVE FLARED END SECTION EA 365.0000 1,095.00 1.000 365.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.3000 8,019.00 872.000 2,877.60 STRIPE 34 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 (REMOVE YELLOW TRAFFIC STRIPE) 35 REMOVE PAINTED TRAFFIC STRIPE M 1.6500 31,020.00 16,744.000 27,627.60 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.8000 27,180.00 796.000 1,432.80 37 REMOVE PAVEMENT MARKER EA 1.0000 10,300.00 17,230.000 17,230.00 38 REMOVE ROADSIDE SIGN EA 90.0000 1,260.00 18.000 1,620.00 39 REMOVE SIGN STRUCTURE EA 2,800.0000 11,200.00 4.000 11,200.00 40 REMOVE ASPHALT CONCRETE DIKE M 3.0000 4,680.00 1,961.880 5,885.64 41 REMOVE CULVERT EA 950.0000 7,600.00 6.000 5,700.00 42 REMOVE INLET EA 500.0000 7,000.00 12.000 6,000.00 43 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 6,500.00 13.000 6,500.00 44 SALVAGE DOUBLE THRIE BEAM BARRIER M 35.0000 7,700.00 219.660 7,688.10 45 SALVAGE METAL BEAM GUARD RAILING M 24.0000 13,680.00 353.500 8,484.00 46 ADJUST INLET EA 1,600.0000 6,400.00 2.000 3,200.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 35,600.00 8,877.000 35,508.00 S) 48 REMOVE CONCRETE M3 100.0000 18,000.00 341.780 34,178.00 49 REMOVE CONCRETE BARRIER M 65.0000 35,750.00 548.250 35,636.25 PROGRAM CAS145 PAGE 3 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 600.0000 1,800.00 3.000 1,800.00 51 BRIDGE REMOVAL, LOCATION A LS 12,000.0000 12,000.00 1.000 12,000.00 52 BRIDGE REMOVAL, LOCATION B LS 5,500.0000 5,500.00 1.000 5,500.00 53 BRIDGE REMOVAL, LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 54 SALVAGE CRASH CUSHION EA 850.0000 850.00 0.000 0.00 55 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 56 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 57 ROADWAY EXCAVATION M3 25.0000 550,000.00 24,791.390 619,784.75 58 ROADWAY EXCAVATION (TYPE Y) M3 25.0000 140,000.00 5,600.000 140,000.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 60 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 28,500.00 95.000 28,500.00 F) 61 SAND BACKFILL M3 270.0000 3,780.00 0.000 0.00 62 IMPORTED MATERIAL (SHOULDER BACKING) TONN 36.0000 69,840.00 837.400 30,146.40 63 EROSION CONTROL (NETTING) M2 6.7500 13,500.00 1,400.000 9,450.00 64 STRAW (EROSION CONTROL) TONN 400.0000 6,800.00 14.570 5,828.00 S) 65 FIBER (EROSION CONTROL) KG 1.0000 2,750.00 2,326.530 2,326.53 S) 66 FIBER ROLLS M 10.2000 4,896.00 404.000 4,120.80 67 DRAINAGE INLET PROTECTION EA 375.0000 1,125.00 2.000 750.00 S) 68 DRAINAGE OUTLET PROTECTION EA 375.0000 1,875.00 2.000 750.00 S) 69 COMPOST (EROSION CONTROL) KG 0.5000 4,050.00 6,857.140 3,428.57 S) 70 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 3,250.00 1.000 650.00 S) 71 PURE LIVE SEED (EROSION CONTROL) KG 44.0000 21,120.00 400.780 17,634.32 S) 72 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 2,200.00 1,857.140 1,857.14 S) 73 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,160.00 489.800 979.60 S) 74 WATER METER EA 55,000.0000 55,000.00 1.051 57,805.00 S) 75 200 MM WELDED STEEL PIPE CONDUIT M 155.0000 8,215.00 54.000 8,370.00 S) (6.35 MM THICK) 76 CLASS 4 AGGREGATE SUBBASE M3 15.0000 162,000.00 10,752.860 161,292.90 PROGRAM CAS145 PAGE 4 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT TREATED PERMEABLE BASE M3 93.0000 42,780.00 593.160 55,163.88 78 SEAL RANDOM CRACKS LNKM 5,273.0000 42,184.00 6.200 32,692.60 79 ASPHALT CONCRETE (TYPE A) TONN 47.5000 4,370,000.00 97,485.210 4,630,547.48 80 ASPHALT CONCRETE (OPEN GRADED) TONN 55.0000 715,000.00 14,200.550 781,030.25 81 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 160.00 105.630 105.63 REINFORCING FABRIC) 82 PAVEMENT REINFORCING FABRIC M2 0.8100 106,920.00 123,759.000 100,244.79 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 4,225.00 576.230 37,454.95 AREA) 84 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.6500 1,720.50 370.000 1,720.50 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.6500 288.30 69.000 320.85 86 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.6500 2,046.00 440.000 2,046.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.6500 558.00 120.000 558.00 88 ASPHALTIC EMULSION (PAINT BINDER) TONN 100.0000 10,000.00 74.640 7,464.00 89 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 612.0000 61,200.00 12.750 7,803.00 195.750 119,799.00 90 REPLACE CONCRETE PAVEMENT M3 1,370.0000 369,900.00 226.690 310,565.30 (RAPID STRENGTH CONCRETE) 91 TIE BAR (DRILL AND BOND) EA 107.0000 47,080.00 0.000 0.00 92 CRACK EXISTING CONCRETE PAVEMENT M2 0.4500 30,600.00 59,657.440 26,845.85 93 GRIND EXISTING CONCRETE M2 23.0000 71,300.00 3,253.000 74,819.00 S) PAVEMENT 94 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 11,400.00 19.000 11,400.00 F) 95 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 76,000.00 80.000 76,000.00 F) 96 MINOR CONCRETE (MINOR STRUCTURE) M3 1,470.0000 85,260.00 52.890 77,748.30 F) 97 MINOR CONCRETE (PIPE COVER) M3 200.0000 6,600.00 26.000 5,200.00 98 MINOR CONCRETE (BACKFILL) M3 200.0000 8,600.00 42.600 8,520.00 99 DRILL AND BOND DOWEL M 130.0000 12,610.00 97.000 12,610.00 00 REFINISH BRIDGE DECK M2 120.0000 20,880.00 174.000 20,880.00 01 BAR REINFORCING STEEL (BRIDGE) KG 2.4000 25,440.00 10,600.000 25,440.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 4.7800 185,846.40 38,880.000 185,846.40 F) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4500 17,496.00 38,880.000 17,496.00 SF) PROGRAM CAS145 PAGE 5 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 760 MM CAST-IN-DRILLED-HOLE M 786.0000 25,152.00 32.000 25,152.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 805.0000 16,100.00 20.000 16,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 920 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,191.0000 9,528.00 8.000 9,528.00 PILE (SIGN FOUNDATION-LIGHTWEIGHT) 07 ROADSIDE SIGN - ONE POST EA 190.0000 1,900.00 11.000 2,090.00 08 ROADSIDE SIGN - TWO POST EA 300.0000 300.00 2.000 600.00 09 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 495.0000 54,450.00 90.200 44,649.00 10 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 325.0000 20,800.00 62.800 20,410.00 11 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 7,840.00 24.700 6,916.00 12 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 8,970.00 0.000 0.00 13 450 MM BITUMINOUS COATED CORRUGATED M 250.0000 1,750.00 8.930 2,232.50 STEEL PIPE (1.63 MM THICK) 14 600 MM BITUMINOUS COATED CORRUGATED M 575.0000 1,380.00 2.100 1,207.50 STEEL PIPE (2.01 MM THICK) 15 450 MM ALTERNATIVE SLOTTED PIPE M 250.0000 390,000.00 1,550.900 387,725.00 16 80 MM PLASTIC PIPE (EDGE DRAIN) M 12.5000 20,000.00 1,660.000 20,750.00 17 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 21.5000 6,880.00 380.000 8,170.00 18 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,250.00 5.000 1,250.00 19 900 MM ALTERNATIVE FLARED END SECTION EA 525.0000 2,100.00 2.000 1,050.00 20 MINOR CONCRETE (MISCELLANEOUS M3 640.0000 19,200.00 41.680 26,675.20 CONSTRUCTION) 21 MISCELLANEOUS IRON AND STEEL KG 2.7500 20,944.00 6,668.000 18,337.00 F) 22 MISCELLANEOUS METAL KG 17.0000 43,520.00 2,741.550 46,606.35 SF)(RESTRAINER - CABLE TYPE) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 5,100.00 78.000 4,680.00 S) 24 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 138.000 4,140.00 25 OBJECT MARKER (TYPE L) EA 30.0000 210.00 22.000 660.00 26 OBJECT MARKER (TYPE P) EA 30.0000 540.00 9.000 270.00 27 CONCRETE BARRIER MARKER EA 5.0000 800.00 163.000 815.00 28 METAL BEAM GUARD RAILING (STEEL POST) M 58.0000 8,120.00 106.680 6,187.44 S) 29 METAL BEAM GUARD RAILING (WOOD POST) M 48.0000 18,720.00 607.700 29,169.60 S) 30 SINGLE THRIE BEAM BARRIER (STEEL POST) M 62.0000 7,440.00 143.850 8,918.70 S) PROGRAM CAS145 PAGE 6 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 69.0000 159,390.00 2,310.000 159,390.00 S) 32 DOUBLE THRIE BEAM BARRIER (BRIDGE) M 238.0000 4,284.00 18.000 4,284.00 33 CONCRETE BARRIER (TYPE 50C) M 488.0000 7,320.00 0.570 278.16 15.000 7,320.00 34 TERMINAL SYSTEM (TYPE ET) EA 2,100.0000 12,600.00 7.000 14,700.00 S) 35 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 39,600.00 24.000 43,200.00 S) 36 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 11,550.00 25.000 13,750.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,300.0000 1,300.00 1.000 1,300.00 S) 38 CRASH CUSHION, SAND FILLED EA 4,800.0000 4,800.00 1.000 4,800.00 39 CONCRETE BARRIER (TYPE 60C) M 130.0000 79,300.00 528.000 68,640.00 40 CONCRETE BARRIER (TYPE 60GC) M 145.0000 133,400.00 22.000 3,190.00 840.100 121,814.50 41 CONCRETE BARRIER M 780.0000 17,160.00 22.000 17,160.00 F) (TYPE 60 GC MODIFIED) 42 CONCRETE BARRIER (TYPE 732) M 450.0000 9,900.00 22.000 9,900.00 F) 43 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 9,460.00 130.990 5,632.57 130.990 5,632.57 S) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 23,345.00 20,000.000 23,000.00 S) 45 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9500 8,385.00 4,300.000 8,385.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 2,821.50 1,710.000 2,821.50 S) (BROKEN 3.66 M - 0.92 M) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 576.00 720.000 576.00 S) (BROKEN 5.18 M - 2.14 M) 48 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,460.00 7,620.000 15,240.00 S) 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,680.00 3,560.000 10,680.00 S) 50 LIGHTING, SIGN ILLUMINATION AND TRAFFIC LS 25,000.0000 25,000.00 1.000 25,000.00 S) OPERATIONS SYSTEM (STAGE CONSTRUCTION) 51 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.00 S) 52 WEIGH STATION BYPASS SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 53 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 110,000.0000 110,000.00 1.000 110,000.00 S) 54 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 70,000.0000 70,000.00 1.000 70,000.00 S) 55 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 23,000.0000 23,000.00 1.000 23,000.00 S) 56 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 39,000.0000 39,000.00 1.000 39,000.00 S) 57 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 25,000.0000 25,000.00 1.000 25,000.00 S) PROGRAM CAS145 PAGE 7 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CELLULAR DIGITAL PACKET DATA WIRELESS EA 1,000.0000 6,000.00 6.000 6,000.00 S) MODEM 59 CAMERA UNIT EA 6,500.0000 13,000.00 2.000 13,000.00 S) 60 PAN/TILT UNIT EA 6,000.0000 12,000.00 2.000 12,000.00 S) 61 CAMERA CONTROL UNIT EA 4,000.0000 8,000.00 2.000 8,000.00 S) 62 VIDEO ENCODER UNIT EA 20,000.0000 40,000.00 2.000 40,000.00 S) 63 INTEGRATED SERVICES DIGITAL NETWORK EA 600.0000 3,000.00 5.000 3,000.00 S) TERMINAL ADAPTER 64 EXTINGUISHABLE MESSAGE SIGN RADIO EA 2,500.0000 2,500.00 1.000 2,500.00 S) CONTROLLER ASSEMBLY 65 EXTINGUISHABLE MESSAGE SIGN PANELS EA 5,000.0000 15,000.00 3.000 15,000.00 S) PROGRAM CAS145 PAGE 8 DATE 08/02/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T16U4 TIME 01:23 PM ESTIMATE NO. 22 BID OPENING 11/05/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/05 R.E. NAME: 2320 COURAGE DR SUIT 106 DATE OF THIS ESTIMATE 08/02/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 16,903.73 11,149,116.91 ADJUSTMENT OF COMPENSATION 0.00 461,665.79 EXTRA WORK 782.71 1,003,251.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,686.44 12,614,034.05 66 MOBILIZATION LS 1190,000.0000 1,190,000.00 1.000 1,190,000.00 ORIGINAL CONTRACT AMOUNT 12,121,812.10 TOTAL WORK COMPLETED 17,686.44 13,804,034.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 17,686.44 13,804,034.05 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 01/05/04 160 04/01/04 04/01/04 06/10/05 159 142 0 0 100% 100% 2320 COURAGE DR SUIT 106 RESIDENT ENGINEER PROGRAM CAS145 DATE 08/02/06