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 08/30/06 EST. NO.03 TIME 03:40 PM R.E. NAME: DEN HEYER, RON 01-397514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/30/06 EST. NO.03 TIME 03:40 PM R.E. NAME: DEN HEYER, RON 01-397514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/06 -1,000.00 02 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 01-MEN-101-98.9/R100.8 ------------------------------ M C M CONSTRUCTION INC IN MENDOCINO COUNTY NEAR LEGGETT P O BOX 620 FROM 2.9 KM SOUTH TO 0.3 KM NORTH NORTH HIGHLANDS CA 95660 OF RED MOUNTAIN CREEK FED. AID NO. ER-37B3(4)E REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 16,000.0000 16,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 3,975,000.00 42.000 210,000.00 42.000 210,000.00 03 TEMPORARY FENCE (TYPE ESA) M 40.0000 57,200.00 949.000 37,960.00 04 PREPARE STORM WATER POLLUTION LS 7,125.0000 7,125.00 0.000 0.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 90,000.0000 90,000.00 0.052 4,680.00 06 TEMPORARY SILT FENCE M 50.0000 77,500.00 513.700 25,685.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,500.0000 22,500.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 60,000.00 0.000 0.00 09 MOVE-IN/MOVE-OUT EA 3,900.0000 31,200.00 1.000 3,900.00 S) (TEMPORARY EROSION CONTROL) 10 TEMPORARY DRAINAGE INLET PROTECTION EA 1,900.0000 5,700.00 0.000 0.00 11 TEMPORARY HYDRAULIC MULCH M2 4.6000 39,100.00 0.000 0.00 (BONDED FIBER MATRIX) 12 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.700 4,900.00 S) 13 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.000 0.00 S) 14 TYPE III BARRICADE EA 525.0000 2,100.00 0.000 0.00 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 2,400.00 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5500 19,065.00 0.000 0.00 S) 17 TRAFFIC PLASTIC DRUM EA 50.0000 11,000.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 3,570.00 0.000 0.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 0.000 0.00 S) 20 TEMPORARY FLASHING BEACON LS 25,000.0000 25,000.00 0.500 12,500.00 S) (SOLAR POWERED) 21 TEMPORARY RAILING (TYPE K) M 80.0000 67,200.00 0.000 0.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 500.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 4,700.0000 9,400.00 0.000 0.00 24 OBLITERATE SURFACING M2 2.5000 4,775.00 1,262.000 3,155.00 25 REMOVE METAL BEAM GUARD RAILING M 25.0000 12,000.00 0.000 0.00 S) 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 17,320.00 0.000 0.00 S) STRIPE 27 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 11,160.00 0.000 0.00 S) 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,560.00 0.000 0.00 S) 29 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 3,200.00 0.000 0.00 30 REMOVE CULVERT EA 40,000.0000 40,000.00 0.000 0.00 31 REMOVE INLET EA 250.0000 750.00 0.000 0.00 32 REMOVE DOWNDRAIN EA 4,800.0000 9,600.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 60.0000 4,200.00 0.000 0.00 S) 34 RESET TEMPORARY RAILING (TYPE K) M 12.0000 7,800.00 0.000 0.00 35 CLEARING AND GRUBBING LS 145,000.0000 145,000.00 0.200 29,000.00 36 LEAD COMPLIANCE PLAN LS 5,700.0000 5,700.00 0.000 0.00 37 ROCK EXCAVATION M3 23.0000 7,038,000.00 5,500.000 126,500.00 38 STRIPPING EXCAVATION M3 20.0000 13,600.00 0.000 0.00 F) 39 DRILL HOLE (PRESPLITTING) M 10.0000 137,000.00 0.000 0.00 40 SHOULDER BACKING M3 99.0000 17,820.00 0.000 0.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 448,000.00 0.000 0.00 F) 42 STRUCTURE EXCAVATION (ABOVE PIER COLUMN) M3 417.0000 225,180.00 216.000 90,072.00 F) 43 STRUCTURE EXCAVATION (PIER COLUMN) M3 1,500.0000 855,000.00 0.000 0.00 F) 44 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 100.0000 185,000.00 0.000 0.00 F) 45 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 192,000.00 0.000 0.00 F) 46 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 60.0000 69,000.00 0.000 0.00 F) 47 LEAN CONCRETE BACKFILL M3 500.0000 170,000.00 0.000 0.00 F) 48 FURNISH TIRE DERIVED AGGREGATE (TDA) TONN 200.0000 680,000.00 0.000 0.00 S) 49 PLACE TIRE DERIVED AGGREGATE (TDA) TONN 25.0000 85,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SELECT MATERIAL (TDA) M3 32.0000 97,600.00 0.000 0.00 51 FILTER FABRIC (TDA) M2 5.0000 20,000.00 0.000 0.00 52 150 MM PERFORATED PLASTIC PIPE M 171.0000 6,840.00 0.000 0.00 UNDERDRAIN (TDA) 53 WEED CONTROL MAT (FIBER) M2 75.0000 67,500.00 0.000 0.00 54 IMPORTED TOPSOIL M3 160.0000 353,600.00 0.000 0.00 55 CULTIVATE M2 2.0000 44,200.00 0.000 0.00 56 STRAW (EROSION CONTROL) TONN 950.0000 30,400.00 0.000 0.00 S) 57 FIBER (EROSION CONTROL) TONN 950.0000 20,900.00 0.000 0.00 S) 58 FIBER ROLLS M 14.0000 60,200.00 13.400 187.60 59 COMPOST (EROSION CONTROL) M3 590.0000 13,570.00 0.000 0.00 S) 60 COMPOST (MITIGATION PLANTING AREA) M3 656.0000 32,800.00 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 4,000.0000 24,000.00 0.000 0.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 45.0000 70,200.00 0.000 0.00 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.6000 6,240.00 0.000 0.00 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 3.9000 3,900.00 0.000 0.00 S) 65 CLASS 2 AGGREGATE BASE M3 77.0000 531,300.00 0.000 0.00 66 ASPHALT TREATED PERMEABLE BASE M3 264.0000 195,360.00 0.000 0.00 67 ASPHALT CONCRETE (TYPE A, 19-MM TONN 135.0000 1,159,650.00 0.000 0.00 MAXIMUM GRADING) 68 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 141.0000 157,920.00 0.000 0.00 MAXIMUM GRADING) 69 ASPHALT CONCRETE TONN 152.0000 294,880.00 0.000 0.00 (OPEN GRADED, 25-MM MAXIMUM GRADING) 70 ASPHALT CONCRETE TONN 167.0000 70,140.00 0.000 0.00 (OPEN GRADED, 12.5 MM MAXIMUM GRADING) 71 PAVEMENT REINFORCING FABRIC M2 13.0000 468.00 0.000 0.00 72 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 36,000.00 0.000 0.00 AREA) 73 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.5000 619.50 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.5000 252.00 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.5000 1,512.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.5000 84.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 RUMBLE STRIP STA 120.0000 5,640.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 78 600 MM DRILLED HOLE M 250.0000 22,500.00 0.000 0.00 S) 79 750 MM DRILLED HOLE M 115.0000 112,700.00 0.000 0.00 S) 80 900 MM DRILLED HOLE M 166.0000 31,540.00 0.000 0.00 S) 81 1.0 M DRILLED HOLE M 205.0000 41,000.00 0.000 0.00 S) 82 SOLDIER PIPE (W310 X 158) M 383.0000 38,300.00 0.000 0.00 S) 83 SOLDIER PIPE (W460 X 74) M 180.0000 68,400.00 0.000 0.00 S) 84 SOLDIER PIPE (W460 X 128) M 311.0000 124,400.00 0.000 0.00 S) 85 SOLDIER PIPE (W460 X 286) M 694.0000 97,160.00 0.000 0.00 S) 86 SOLDIER PIPE (W530 X 182) M 442.0000 373,490.00 0.000 0.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 9,000.00 0.000 0.00 PILING (ANCHOR) 88 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 717,500.00 0.000 0.00 S) PILING 89 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 2,760,000.00 0.000 0.00 S) PILING 90 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1300,000.0000 1,300,000.00 0.000 0.00 S) (LOCATION 1) 91 PRESTRESSING CAST-IN-PLACE CONCRETE LS 120,000.0000 120,000.00 0.000 0.00 S) (LOCATION 2) 92 TIEBACK ANCHOR EA 5,000.0000 600,000.00 0.000 0.00 S) 93 STRUCTURAL CONCRETE M3 750.0000 93,750.00 0.000 0.00 F) 94 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 1,004,000.00 0.000 0.00 F) 95 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 9,525,000.00 0.000 0.00 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 2,558.0000 13,813,200.00 0.000 0.00 F) (SEGMENTAL BOX GIRDER) 97 STRUCTURAL CONCRETE, PIER COLUMN M3 800.0000 384,000.00 0.000 0.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 63,000.00 0.000 0.00 F) (TYPE N) 99 CLASS 1 CONCRETE (BACKFILL) M3 500.0000 185,000.00 0.000 0.00 F) 00 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 21,440.00 0.000 0.00 F) 01 MINOR CONCRETE (BACKFILL) M3 340.0000 3,400.00 0.000 0.00 02 SCULPTURED SHOTCRETE TEXTURE M2 54.0000 25,920.00 0.000 0.00 F) 03 PTFE SPHERICAL BEARING EA 13,000.0000 52,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 100 MM) M 250.0000 6,250.00 0.000 0.00 S) 05 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,700.0000 67,500.00 0.000 0.00 S) 06 BAR REINFORCING STEEL KG 2.0000 126,000.00 0.000 0.00 SF) 07 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,380,000.00 0.000 0.00 SF) 08 BAR REINFORCING STEEL, BRIDGE KG 2.7000 1,887,300.00 0.000 0.00 SF)(SUPERSTRUCTURE) 09 BAR REINFORCING STEEL, BRIDGE KG 2.0000 2,972,000.00 0.000 0.00 SF)(SUBSTRUCTURE) 10 HEADED BAR REINFORCEMENT EA 15.0000 24,300.00 0.000 0.00 SF) 11 SHOTCRETE M3 500.0000 105,000.00 0.000 0.00 SF) 12 ROADSIDE SIGN - ONE POST EA 300.0000 4,500.00 0.000 0.00 13 ROADSIDE SIGN - TWO POST EA 800.0000 2,400.00 0.000 0.00 14 TIMBER LAGGING M3 1,901.0000 475,250.00 0.000 0.00 SF) 15 CLEAN AND PAINT STEEL SOLDIER PILE LS 70,000.0000 70,000.00 0.000 0.00 S) 16 PREPARE AND STAIN CONCRETE M2 30.0000 14,400.00 0.000 0.00 SF) 17 600 MM ALTERNATIVE PIPE CULVERT M 388.0000 25,608.00 0.000 0.00 18 600 MM PLASTIC PIPE (SPECIAL) M 430.0000 63,640.00 0.000 0.00 19 80 MM PLASTIC PIPE (OUTLET) M 261.0000 10,440.00 0.000 0.00 20 150 MM PLASTIC PIPE (OUTLET) M 275.0000 7,975.00 0.000 0.00 21 80 MM PLASTIC PIPE (EDGE DRAIN) M 161.0000 123,970.00 0.000 0.00 22 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 261.0000 31,320.00 0.000 0.00 23 FURNISH AND INSTALL DRAIN PIPE M 10.5000 7,560.00 0.000 0.00 (HORIZONTAL DRAIN) 24 DRILL HOLE (HORIZONTAL DRAIN) M 66.0000 44,880.00 0.000 0.00 25 200 MM COLLECTOR SYSTEM M 290.0000 43,500.00 0.000 0.00 (HORIZONTAL DRAIN) 26 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 399.0000 31,122.00 0.000 0.00 (2.77 MM THICK) 27 600 MM ANCHOR ASSEMBLY EA 493.0000 6,902.00 0.000 0.00 28 CABLE ANCHORAGE SYSTEM M 231.0000 27,720.00 0.000 0.00 29 600 MM DOWNDRAIN (SPECIAL) M 651.0000 38,409.00 0.000 0.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 328.0000 200,080.00 0.000 0.00 32 ROCK SLOPE PROTECTION M3 328.0000 22,960.00 0.000 0.00 (FACING, METHOD B) 33 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 328.0000 104,960.00 0.000 0.00 34 ROCK SLOPE PROTECTION FABRIC M2 7.0000 17,500.00 0.000 0.00 35 MINOR CONCRETE (GUTTER) M 625.0000 77,500.00 0.000 0.00 F) 36 MISCELLANEOUS IRON AND STEEL KG 6.0000 3,954.00 0.000 0.00 SF) 37 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 11,000.00 0.000 0.00 SF) 38 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 4,650.00 0.000 0.00 SF) 39 CABLE GATE EA 1,800.0000 1,800.00 0.000 0.00 S) 40 SURVEY MONUMENT EA 850.0000 3,400.00 0.000 0.00 41 MILEPOST MARKER EA 60.0000 120.00 0.000 0.00 42 MARKER (CULVERT) EA 50.0000 750.00 0.000 0.00 43 GUARD RAILING DELINEATOR EA 18.0000 198.00 0.000 0.00 44 METAL BEAM GUARD RAILING M 90.0000 54,900.00 0.000 0.00 S) 45 CABLE RAILING M 100.0000 29,000.00 0.000 0.00 SF) 46 TRANSITION RAILING (TYPE WB) EA 3,300.0000 26,400.00 0.000 0.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 37,400.00 0.000 0.00 S) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 60D) M 170.0000 19,380.00 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 80) M 300.0000 374,400.00 0.000 0.00 F) 51 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,670.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 18,150.00 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66.00 0.000 0.00 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 220.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,840.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,240.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,960.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL UTILITY CONDUIT M 170.0000 265,200.00 0.000 0.00 S) 59 INSTALL PULL BOX EA 2,250.0000 20,250.00 0.000 0.00 S) 60 SEISMIC MONITORING SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 S) 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 250 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 22,400.00 0.000 0.00 63 TUBULAR BICYCLE RAILING M 200.0000 249,600.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/30/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 03:40 PM ESTIMATE NO. 03 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/18/06 R.E. NAME: DEN HEYER, RON DATE OF THIS ESTIMATE 08/30/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 210,000.00 548,539.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 210,000.00 548,539.60 64 MOBILIZATION LS 6198,627.0000 6,198,627.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 65,740,721.50 TOTAL WORK COMPLETED 210,000.00 548,539.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 210,000.00 547,539.60 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 06/05/06 795 06/05/06 06/20/06 08/27/09 42 1 0 0 1% 5% PROGRESS IS SATISFACTORY DEN HEYER, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/30/06