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 12/21/06 EST. NO.01 TIME 05:42 AM R.E. NAME: GORDON, LAURA 06-293304 --------------------------------------------------------------------------- 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 12/21/06 EST. NO.01 TIME 05:42 AM R.E. NAME: GORDON, LAURA 06-293304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 LOCATION PROGRESS ESTIMATE 06-MAD-99-19.6/22.6 ----------------- F C I CONSTRUCTORS INC IN MADERA COUNTY NEAR FAIRMEAD FROM 2100 GOODYEAR RD 1.6 KM SOUTH OF AVENUE 21 BENICIA CA 94510 INTERSECTION TO 0.2 KM SOUTH OF ROUTE 99 AND 152 SEPARATION FED. AID NO. N O N E CONVERT TO DIVIDED FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 8,000.0000 4,400,000.00 2.000 16,000.00 2.000 16,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,200.00 319.000 3,190.00 319.000 3,190.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.400 2,000.00 0.400 2,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.000 0.00 06 TEMPORARY EROSION CONTROL HA 5,000.0000 5,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 15.0000 27,000.00 0.000 0.00 08 TEMPORARY SILT FENCE M 12.0000 3,840.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 35,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 0.000 0.00 11 TEMPORARY COVER M2 7.0000 7,000.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 900.0000 16,200.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 700.00 0.000 0.00 14 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.400 8,000.00 0.400 8,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 S) 16 TYPE III BARRICADE EA 130.0000 23,400.00 0.000 0.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 37,000.00 0.000 0.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.000 0.00 S) 19 TEMPORARY RAILING (TYPE K) M 20.0000 318,000.00 0.000 0.00 20 TEMPORARY CRASH CUSHION MODULE EA 350.0000 80,500.00 0.000 0.00 21 ABANDON CULVERT EA 1,200.0000 12,000.00 0.000 0.00 22 REMOVE FENCE M 7.0000 42,070.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 21.0000 3,150.00 0.000 0.00 S) 24 REMOVE SINGLE THRIE BEAM BARRIER M 10.0000 19,600.00 0.000 0.00 S) 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 65,100.00 0.000 0.00 S) STRIPE 26 REMOVE TRAFFIC STRIPE M 2.0000 51,600.00 0.000 0.00 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 420.00 0.000 0.00 S) 28 REMOVE PAVEMENT MARKER EA 2.0000 4,620.00 0.000 0.00 S) 29 REMOVE ROADSIDE SIGN EA 200.0000 3,800.00 0.000 0.00 30 REMOVE SIGN STRUCTURE EA 4,000.0000 4,000.00 0.000 0.00 S) 31 RESET ROADSIDE SIGN EA 500.0000 1,500.00 0.000 0.00 32 RELOCATE ROADSIDE SIGN EA 500.0000 1,000.00 0.000 0.00 33 1200 MM PLASTIC PIPE LINER M 1,170.0000 468,000.00 0.000 0.00 34 REMOVE CONCRETE M3 150.0000 27,000.00 0.000 0.00 35 REMOVE CONCRETE BARRIER (TYPE K) M 17.0000 78,710.00 0.000 0.00 36 REMOVE CRASH CUSHION (SAND FILLED) EA 350.0000 2,800.00 0.000 0.00 S) 37 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.000 0.00 38 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.000 0.00 39 ROADWAY EXCAVATION M3 28.0000 2,618,000.00 0.000 0.00 40 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 34,000.00 0.000 0.00 F) 42 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 15,200.00 0.000 0.00 F) 43 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 92,700.00 0.000 0.00 F) 44 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 47,700.00 0.000 0.00 F) 45 SAND BACKFILL M3 350.0000 52,500.00 0.000 0.00 46 IMPORTED BORROW M3 7.5000 3,510,000.00 0.000 0.00 47 STRAW (EROSION CONTROL) TONN 450.0000 54,000.00 0.000 0.00 S) 48 FIBER (EROSION CONTROL) KG 3.0000 44,400.00 0.000 0.00 S) 49 FIBER ROLLS M 10.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 55.0000 34,650.00 0.000 0.00 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 9,440.00 0.000 0.00 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,380.00 0.000 0.00 S) 53 250 MM CORRUGATED STEEL PIPE CONDUIT M 200.0000 46,000.00 0.000 0.00 (1.63 MM THICK) 54 300 MM CORRUGATED STEEL PIPE CONDUIT M 220.0000 26,400.00 0.000 0.00 (1.63 MM THICK) 55 CLASS 2 AGGREGATE SUBBASE M3 50.0000 1,560,000.00 0.000 0.00 56 CLASS 2 AGGREGATE BASE M3 56.0000 1,204,000.00 0.000 0.00 57 LEAN CONCRETE BASE M3 180.0000 3,906,000.00 0.000 0.00 58 ASPHALT CONCRETE (TYPE A) TONN 87.0000 5,498,400.00 0.000 0.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 418.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,200.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,100.00 0.000 0.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,150.0000 90,850.00 0.000 0.00 63 CONCRETE PAVEMENT M3 224.0000 9,184,000.00 0.000 0.00 64 SHOULDER RUMBLE STRIP STA 113.0000 20,340.00 0.000 0.00 (PCC, ROLLED-IN INDENTATIONS) 65 SEAL LONGITUDINAL JOINT M 3.1000 104,780.00 0.000 0.00 66 SEAL TRANSVERSE JOINT M 3.1000 106,950.00 0.000 0.00 67 FURNISH STEEL PILING (HP 250 X 85) M 120.0000 178,320.00 0.000 0.00 68 DRIVE STEEL PILE (HP 250 X 85) EA 2,100.0000 123,900.00 0.000 0.00 S) 69 FURNISH STEEL PILING (HP 360 X 132) M 175.0000 131,425.00 0.000 0.00 70 DRIVE STEEL PILE (HP 360 X 132) EA 1,200.0000 50,400.00 0.000 0.00 S) 71 FURNISH PILING (CLASS 625) M 100.0000 77,400.00 0.000 0.00 (ALTERNATIVE X) 72 DRIVE PILE (CLASS 625) EA 1,000.0000 52,000.00 0.000 0.00 S) (ALTERNATIVE X) 73 FURNISH PILING (CLASS 400) M 100.0000 76,600.00 0.000 0.00 (ALTERNATIVE X) 74 DRIVE PILE (CLASS 400) EA 1,000.0000 70,000.00 0.000 0.00 S) (ALTERNATIVE X) 75 PRESTRESSING CAST-IN-PLACE CONCRETE LS 155,000.0000 155,000.00 0.000 0.00 S) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 116,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 780.0000 1,638,000.00 0.000 0.00 F) 78 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 144,000.00 0.000 0.00 F) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 352,000.00 0.000 0.00 F) 80 FRACTURED RIB TEXTURE M2 200.0000 80,000.00 0.000 0.00 F) 81 JOINT SEAL (MR 40 MM) M 295.0000 23,010.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 1.7300 517,270.00 0.000 0.00 SF) 83 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 36,600.00 0.000 0.00 SF) 84 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 378,820.00 0.000 0.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 37,882.00 0.000 0.00 SF) 86 1524 MM CAST-IN-DRILLED-HOLE M 1,975.0000 69,125.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 87 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 0.000 0.00 88 ROADSIDE SIGN - TWO POST EA 600.0000 15,600.00 0.000 0.00 89 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 90 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 10,800.00 0.000 0.00 91 600 MM ALTERNATIVE PIPE CULVERT M 345.0000 158,700.00 0.000 0.00 92 750 MM ALTERNATIVE PIPE CULVERT M 375.0000 112,500.00 0.000 0.00 93 900 MM ALTERNATIVE PIPE CULVERT M 425.0000 119,000.00 0.000 0.00 94 450 MM REINFORCED CONCRETE PIPE M 460.0000 21,620.00 0.000 0.00 95 600 MM REINFORCED CONCRETE PIPE M 525.0000 94,500.00 0.000 0.00 96 900 MM REINFORCED CONCRETE PIPE M 860.0000 24,940.00 0.000 0.00 97 1650 MM REINFORCED CONCRETE PIPE SIPHON M 2,200.0000 374,000.00 0.000 0.00 (CLASS IV, RUBBER GASKET JOINT) 98 2100 MM REINFORCED CONCRETE PIPE SIPHON M 2,675.0000 535,000.00 0.000 0.00 (CLASS IV, RUBBER GASKET JOINT) 99 1200 MM REINFORCED CONCRETE PIPE SIPHON M 1,800.0000 55,800.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 00 600 MM CORRUGATED STEEL PIPE M 500.0000 10,000.00 0.000 0.00 (1.63 MM THICK) 01 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 62,500.00 0.000 0.00 (1.63 MM THICK) 02 450 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 7,200.00 0.000 0.00 03 600 MM ALTERNATIVE FLARED END SECTION EA 1,250.0000 53,750.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM ALTERNATIVE FLARED END SECTION EA 800.0000 8,000.00 0.000 0.00 05 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 18,000.00 0.000 0.00 06 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 0.000 0.00 07 600 MM SLIDE HEADGATE EA 7,000.0000 21,000.00 0.000 0.00 08 ROCK SLOPE PROTECTION M3 270.0000 59,400.00 0.000 0.00 (FACING, METHOD B) 09 SLOPE PAVING (STAMPED CONCRETE) M2 300.0000 246,000.00 0.000 0.00 F) 10 ROCK SLOPE PROTECTION FABRIC M2 7.0000 6,440.00 0.000 0.00 11 MINOR CONCRETE (STAMPED CONCRETE) M2 185.0000 188,700.00 0.000 0.00 12 MISCELLANEOUS IRON AND STEEL KG 10.0000 23,570.00 0.000 0.00 SF) 13 FENCE (TYPE BW, METAL POST) M 13.0000 40,820.00 0.000 0.00 S) 14 CHAIN LINK FENCE (TYPE CL-1.8) M 29.0000 135,720.00 0.000 0.00 S) 15 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 6,500.00 0.000 0.00 S) 16 DELINEATOR (CLASS 1) EA 35.0000 11,900.00 0.000 0.00 17 OBJECT MARKER EA 35.0000 2,310.00 0.000 0.00 18 METAL BEAM GUARD RAILING (STEEL POST) M 84.0000 32,760.00 0.000 0.00 S) 19 CHAIN LINK RAILING M 195.0000 47,580.00 0.000 0.00 SF)(TYPE 7 MODIFIED) (BLACK VINYL COATED) 20 PIPE HANDRAILING (POST TYPE) M 500.0000 9,500.00 0.000 0.00 S) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 86,500.00 0.000 0.00 F) 22 DOUBLE METAL BEAM GUARD RAILING M 125.0000 1,500.00 0.000 0.00 S) (STEEL POST) 23 SINGLE THRIE BEAM BARRIER (STEEL POST) M 90.0000 11,700.00 0.000 0.00 S) 24 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 125.0000 200,000.00 0.000 0.00 S) 25 CABLE RAILING M 150.0000 5,550.00 0.000 0.00 SF) 26 TRANSITION RAILING (TYPE WB) EA 3,200.0000 25,600.00 0.000 0.00 S) 27 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 3,200.00 0.000 0.00 S) 28 RAIL TENSIONING ASSEMBLY EA 5,500.0000 11,000.00 0.000 0.00 S) 29 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 0.000 0.00 S) 30 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 11,500.00 0.000 0.00 S) 32 CRASH CUSHION (TYPE CAT) EA 4,850.0000 19,400.00 0.000 0.00 S) 33 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 0.000 0.00 S) 34 CONCRETE BARRIER (TYPE 60) M 390.0000 120,900.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 51,900.00 0.000 0.00 F) 36 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 14,000.00 0.000 0.00 S) 37 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 34,100.00 0.000 0.00 S) (SPRAYABLE) 38 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,210.00 0.000 0.00 S) 39 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,680.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,400.00 0.000 0.00 S) (DASHED YELLOW) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,240.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 210.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 43 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 32,880.00 0.000 0.00 S) 44 PAINT PAVEMENT MARKING M2 40.0000 480.00 0.000 0.00 S) 45 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 450.00 0.000 0.00 S) 46 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,560.00 0.000 0.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.000 0.00 S) 48 RELOCATE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.000 0.00 S) 49 MODIFY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.000 0.00 S) 50 CLOSE CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) (LOCATION 1) 51 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) (LOCATION 2) 52 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:42 AM ESTIMATE NO. 01 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 31,690.00 31,690.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,690.00 31,690.00 53 MOBILIZATION LS 4614,000.0000 4,614,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 47,134,940.00 TOTAL WORK COMPLETED 31,690.00 31,690.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 31,690.00 31,690.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 11/09/06 550 12/19/06 11/24/06 03/09/09 2 17 0 0 0% 0% PROGRESS IS SATISFACTORY GORDON, LAURA RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 12/21/06