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 10/04/06 EST. NO.20 TIME 03:10 PM R.E. NAME: TRUJILLO, GILBERT 07-1693C4 --------------------------------------------------------------------------- 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 10/04/06 EST. NO.20 TIME 03:10 PM R.E. NAME: TRUJILLO, GILBERT 07-1693C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MAY 05 -10,000.00 03 MAY 05 10,000.00 04 JULY 05 -10,000.00 05 JULY 05 10,000.00 15 JUNE 06 -10,000.00 17 JULY 06 -10,000.00 18 JUNE 06 10,000.00 20 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 07-LA-90-1.2/R1.0 ------------------------------ C C MYERS INC IN LOS ANGELES COUNTY IN P O BOX 2948 LOS ANGELES AT VARIOUS LOCATIONS RANCHO CORDOVA CA 957412948 FED. AID NO. N O N E WIDEN EXISTING 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 8,900.0000 8,900.00 0.750 6,675.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 487,500.00 342.000 513,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 15,300.00 1,350.000 13,500.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.966 120,750.00 06 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 0.750 16,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.927 185,400.00 S) 08 TYPE III BARRICADE EA 100.0000 3,700.00 23.000 2,300.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 9,450.00 88.000 3,080.00 S) 10 TEMPORARY TERMINAL SECTION (TYPE K) EA 350.0000 1,050.00 0.000 0.00 S) 11 TEMPORARY RAILING (TYPE K) M 40.0000 390,800.00 6,012.000 240,480.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 280.0000 61,600.00 161.000 45,080.00 S) 13 ABANDON PIPE M 25.0000 2,500.00 0.000 0.00 14 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,250.00 70.000 1,750.00 15 REMOVE TRAFFIC STRIPE M 1.2500 20,750.00 11,344.000 14,180.00 16 REMOVE PAVEMENT MARKING M2 20.0000 2,600.00 57.800 1,156.00 17 REMOVE YELLOW TRAFFIC STRIPE M 2.4500 34,545.00 8,483.000 20,783.35 18 REMOVE PAVEMENT MARKER EA 1.0000 6,380.00 7,897.000 7,897.00 19 REMOVE ROADSIDE SIGN EA 125.0000 2,875.00 9.000 1,125.00 20 REMOVE ROADSIDE SIGN PANEL EA 100.0000 4,900.00 0.000 0.00 21 REMOVE SIGN STRUCTURE EA 4,500.0000 4,500.00 0.000 0.00 22 REMOVE ASPHALT CONCRETE DIKE M 2.5000 4,025.00 637.000 1,592.50 PROGRAM CAS145 PAGE 2 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 500.0000 1,500.00 1.000 500.00 24 REMOVE INLET EA 675.0000 4,725.00 3.000 2,025.00 25 REMOVE BASE AND SURFACING M3 28.0000 10,080.00 180.000 5,040.00 26 RELOCATE ROADSIDE SIGN (METAL POST) EA 275.0000 1,100.00 0.000 0.00 27 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 25.0000 7,250.00 231.000 5,775.00 28 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 4,300.00 349.000 3,490.00 29 REMOVE CONCRETE BARRIER M 18.0000 25,020.00 1,385.000 24,930.00 30 MODIFY CONCRETE BARRIER (TYPE 9) LS 9,000.0000 9,000.00 0.000 0.00 (LOCATION B) 31 MODIFY CONCRETE BARRIER (TYPE 9) LS 9,000.0000 9,000.00 0.000 0.00 (LOCATION A) 32 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 0.800 44,000.00 33 ROADWAY EXCAVATION M3 19.7500 240,950.00 10,756.000 212,431.00 34 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 10,500.00 600.380 9,005.70 (AERIALLY DEPOSITED LEAD) 35 LEAD COMPLIANCE PLAN LS 8,900.0000 8,900.00 1.000 8,900.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 48.0000 51,792.00 1,079.000 51,792.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 126,350.00 722.000 126,350.00 F) 38 DITCH EXCAVATION M3 85.0000 8,245.00 0.000 0.00 39 SETTLEMENT PLATFORM INSTALLATION AND LS 2,500.0000 2,500.00 1.000 2,500.00 MONITORING 40 IMPORTED BORROW M3 5.5000 317,350.00 57,508.000 316,294.00 41 HIGHWAY PLANTING LS 115,000.0000 115,000.00 0.000 0.00 S) 42 STRAW (EROSION CONTROL) TONN 735.0000 7,350.00 0.000 0.00 S) 43 FIBER (EROSION CONTROL) KG 2.3500 3,901.00 0.000 0.00 S) 44 COMPOST (EROSION CONTROL) M3 97.0000 1,455.00 0.000 0.00 S) 45 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 3,200.00 0.000 0.00 S) 46 ENDOMYCORRHIZAL INOCULUM KG 16.0000 2,400.00 0.000 0.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 74.0000 2,516.00 0.000 0.00 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.1000 462.00 0.000 0.00 S) 49 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.030 1,800.00 S) 51 200 MM CORRUGATED HIGH DENSITY M 200.0000 19,200.00 57.000 11,400.00 S) POLYETHYLENE PIPE CONDUIT 52 EXTEND IRRIGATION CROSSOVER M 100.0000 3,100.00 0.000 0.00 S) 53 CLASS 2 AGGREGATE BASE M3 26.5000 193,185.00 5,353.000 141,854.50 54 AGGREGATE BASE (APPROACH SLAB) M3 110.0000 3,410.00 20.000 2,200.00 55 CLASS 3 AGGREGATE BASE M3 11.5000 12,535.00 1,019.000 11,718.50 56 LEAN CONCRETE BASE M3 90.0000 56,700.00 522.000 46,980.00 57 ASPHALT TREATED PERMEABLE BASE M3 105.0000 52,500.00 494.000 51,870.00 58 ASPHALT CONCRETE TONN 50.0000 450,000.00 7,811.810 390,590.50 59 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 1,350.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.5000 1,575.00 38.000 285.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.2500 3,477.50 500.000 1,625.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 2,400.00 37.050 296.40 63 CONCRETE PAVEMENT M3 205.0000 422,300.00 2,087.450 427,927.25 64 CONCRETE PAVEMENT (RAMP TERMINI) M3 270.0000 54,000.00 0.000 0.00 65 SEAL PAVEMENT JOINT M 8.0000 49,600.00 637.000 5,096.00 66 FURNISH 460 MM SQ PRECAST PRESTRESSED M 185.0000 330,780.00 1,756.700 324,989.50 CONCRETE PILING 67 DRIVE 460 MM SQ PRECAST PRESTRESSED EA 1,900.0000 262,200.00 138.000 262,200.00 S) CONCRETE PILE 68 FURNISH PILING (CLASS 400 C) M 75.0000 5,850.00 76.000 5,700.00 (ALTERNATIVE "Y") 69 DRIVE PILE (CLASS 400 C) EA 2,200.0000 8,800.00 4.000 8,800.00 S) (ALTERNATIVE "Y") 70 PRESTRESSING CAST-IN-PLACE CONCRETE LS 332,000.0000 332,000.00 1.000 332,000.00 S) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 113,700.00 379.000 113,700.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 567.0000 1,642,032.00 2,896.000 1,642,032.00 F) 73 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 105,000.00 150.000 105,000.00 F) (TYPE N) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 275,400.00 225.000 202,500.00 (TYPE R) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 144,000.00 79.740 119,610.00 F) 76 PAVING NOTCH EXTENSION M3 9,000.0000 63,000.00 6.000 54,000.00 PROGRAM CAS145 PAGE 4 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FRACTURED RIB TEXTURE M2 250.0000 4,000.00 16.000 4,000.00 F) 78 CLEAN EXPANSION JOINT M 50.0000 5,450.00 0.000 0.00 79 JOINT SEAL (MR 30 MM) M 110.0000 11,990.00 0.000 0.00 S) 80 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 37,100.00 0.000 0.00 S) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 778,942.50 421,050.000 778,942.50 SF) 82 SHOTCRETE M3 2,000.0000 4,000.00 0.000 0.00 83 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 7.5000 43,515.00 5,802.000 43,515.00 F) 84 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 17,406.00 0.000 0.00 SF) 85 FURNISH SIGN STRUCTURE (TRUSS) KG 7.7500 123,031.25 15,875.000 123,031.25 F) 86 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 15,875.00 0.000 0.00 SF) 87 914 MM CAST-IN-DRILLED-HOLE M 2,700.0000 43,200.00 5.500 14,850.00 S) CONCRETE PILE (SIGN FOUNDATION) 88 760 MM CAST-IN-DRILLED-HOLE M 2,950.0000 59,000.00 13.500 39,825.00 S) CONCRETE PILE (SIGN FOUNDATION) 89 METAL (BARRIER MOUNTED SIGN) KG 50.0000 2,100.00 0.000 0.00 90 ROADSIDE SIGN - ONE POST EA 150.0000 4,350.00 0.000 0.00 91 ROADSIDE SIGN - TWO POST EA 500.0000 4,500.00 0.000 0.00 92 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 6,150.00 0.000 0.00 METHOD) 93 450 MM REINFORCED CONCRETE PIPE M 150.0000 93,000.00 563.600 84,540.00 94 600 MM REINFORCED CONCRETE PIPE M 200.0000 106,000.00 385.700 77,140.00 95 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 8,750.00 350.000 8,750.00 96 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 4,850.00 107.000 5,350.00 97 450 MM CONCRETE FLARED END SECTION EA 600.0000 3,000.00 4.000 2,400.00 98 600 MM CONCRETE FLARED END SECTION EA 820.0000 1,640.00 0.000 0.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 225.0000 765.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 120.0000 1,800.00 0.000 0.00 (BACKING NO. 1, METHOD B) 01 ROCK SLOPE PROTECTION M3 150.0000 4,500.00 0.000 0.00 (BACKING NO. 2, METHOD B) 02 SLOPE PAVING (MASONRY BLOCK) M2 150.0000 53,550.00 100.000 15,000.00 F) 03 ROCK SLOPE PROTECTION FABRIC M2 30.0000 5,100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (CURB AND GUTTER) M3 750.0000 54,750.00 53.500 40,125.00 05 MINOR CONCRETE (DRIVEWAY) M3 940.0000 3,760.00 4.000 3,760.00 06 MINOR CONCRETE (SIDEWALK) M3 550.0000 49,500.00 43.000 23,650.00 07 MINOR CONCRETE (CURB RAMP) M3 450.0000 9,000.00 14.000 6,300.00 08 MISCELLANEOUS IRON AND STEEL KG 2.3000 23,310.50 5,181.000 11,916.30 SF) 09 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 46,380.00 3,865.000 46,380.00 SF) 10 DELINEATOR (CLASS 1) EA 35.0000 2,485.00 0.000 0.00 11 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 840.00 0.000 0.00 12 METAL BEAM GUARD RAILING M 90.0000 34,200.00 42.480 3,823.20 S) 13 END SECTION EA 375.0000 750.00 1.000 375.00 S) 14 TERMINAL SYSTEM (TYPE ET) EA 3,300.0000 3,300.00 0.000 0.00 S) 15 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 3.000 6,000.00 S) 16 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 5,200.00 3.000 1,950.00 S) 17 CONCRETE BARRIER (TYPE 60) M 115.0000 148,350.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60A) M 160.0000 67,200.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 60C) M 140.0000 35,000.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60E) M 600.0000 8,400.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60 W) M 385.0000 42,350.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 736 MODIFIED) M 260.0000 83,200.00 220.000 57,200.00 F) 23 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 12,250.00 0.000 0.00 S) 24 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 13,005.00 0.000 0.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,475.00 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,560.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 7,208.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 28 PAINT TRAFFIC STRIPE M 0.3500 10,255.00 22,454.000 7,858.90 S) 29 PAINT PAVEMENT MARKING M2 30.0000 3,300.00 87.150 2,614.50 S) 30 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,430.00 2,481.000 3,721.50 S) PROGRAM CAS145 PAGE 6 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 14,175.00 1,183.000 4,140.50 S) 32 LIGHTING CONDUIT (BRIDGE) LS 90,000.0000 90,000.00 0.900 81,000.00 S) 33 COMMUNICATION CONDUIT (BRIDGE) LS 25,000.0000 25,000.00 0.950 23,750.00 S) 34 TRAFFIC MONITORING STATION LS 8,500.0000 8,500.00 0.000 0.00 S) (LOCATION 2261) 35 TRAFFIC MONITORING STATION LS 8,400.0000 8,400.00 0.000 0.00 S) (LOCATION 2322) 36 TRAFFIC MONITORING STATION LS 36,000.0000 36,000.00 0.500 18,000.00 S) (LOCATION 2323) 37 TRAFFIC MONITORING STATION LS 52,000.0000 52,000.00 0.800 41,600.00 S) (LOCATION 2328) 38 MODIFY SIGNAL AND LIGHTING LS 84,500.0000 84,500.00 0.700 59,150.00 S) (CITY - LOCATION 1) 39 MODIFY SIGNAL AND LIGHTING LS 68,000.0000 68,000.00 0.670 45,560.00 S) (CITY - LOCATION 2) 40 MODIFY SIGNAL AND LIGHTING LS 67,000.0000 67,000.00 0.430 28,810.00 S) (CITY - LOCATION 3) 41 MODIFY SIGNAL AND LIGHTING LS 73,000.0000 73,000.00 0.650 47,450.00 S) (CITY - LOCATION 4) 42 MODIFY LIGHTING AND SIGN ILLUMINATION LS 154,000.0000 154,000.00 0.700 107,800.00 S) 43 MODIFY LIGHTING (CITY - LOCATION 1) LS 67,000.0000 67,000.00 0.520 34,840.00 S) 44 MODIFY LIGHTING (CITY - LOCATION 2) LS 60,000.0000 60,000.00 0.550 33,000.00 S) 45 MODIFY COMMUNICATION SYSTEM ROUTING LS 95,000.0000 95,000.00 0.800 76,000.00 S) PROGRAM CAS145 PAGE 7 DATE 10/04/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1693C4 TIME 03:10 PM ESTIMATE NO. 20 BID OPENING 01/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: TRUJILLO, GILBERT DATE OF THIS ESTIMATE 10/04/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,290,324.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 84,116.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 8,374,441.77 46 MOBILIZATION LS 1130,000.0000 1,130,000.00 1.000 1,130,000.00 ORIGINAL CONTRACT AMOUNT 11,360,163.75 TOTAL WORK COMPLETED 0.00 9,504,441.77 MATERIALS ON HAND ON SITE 149,933.58 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 10,000.00 9,644,375.35 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 03/03/05 575 03/16/05 03/18/05 12/28/07 342 21 0 22 82% 98% PROGRESS UNSATISFACTORY TRUJILLO, GILBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/04/06