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 07/24/07 EST. NO.22 TIME 12:09 PM R.E. NAME: LONGAZO, RON 07-182204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0005 1,262.50 E.W. @ F.A.(+) 060407 N 202 0 0006 600.00 060407 N 204 0 015 0021 501.21 E.W. @ F.A.(+) 061307 N 203 0 0022 2,301.00 062507 N 205 0 4,664.71 TOTAL THIS ESTIMATE 1,866,963.26 TOTAL PREVIOUS ESTIMATE 1,871,627.97 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 07/24/07 EST. NO.22 TIME 12:09 PM R.E. NAME: LONGAZO, RON 07-182204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MARCH 06 -10,000.00 05 MARCH 06 10,000.00 06 JUNE & SEPT 06 -10,000.00 12 OCT O6 -10,000.00 13 JUNE & SEPT 06 10,000.00 14 OCT 06 10,000.00 14 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 LOCATION PROGRESS ESTIMATE 07-LA-91-6.0/14.1 ----------------- CHUMO CONSTRUCTION INC. IN LOS ANGELES COUNTY IN CARSON, 14425 JOANBRIDGE STREET COMPTON AND LONG BEACH AT VARIOUS BALDWIN PARK, CA 91706-1747 LOCATIONS FED. AID NO. ACNH-091 (123)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,250.00 02 TIME-RELATED OVERHEAD LS 5000,000.0000 5,000,000.00 0.020 100,000.00 0.300 1,500,000.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.020 2,000.00 0.450 45,000.00 05 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.570 34,200.00 S) 06 TRAFFIC CONTROL SYSTEM LS 6261,000.0000 6,261,000.00 0.020 125,220.00 0.450 2,817,450.00 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,000.00 72.000 3,600.00 S) 08 TEMPORARY TERMINAL SECTION EA 2,000.0000 12,000.00 4.000 8,000.00 S) (TYPE K MODIFIED) 09 TEMPORARY RAILING (TYPE K) M 54.0000 1,425,600.00 15,928.200 860,122.80 S) 10 TEMPORARY CRASH CUSHION MODULE EA 500.0000 9,500.00 1.000 500.00 S) 11 REMOVE CHAIN LINK FENCE M 250.0000 750.00 0.000 0.00 12 REMOVE METAL BEAM GUARD RAILING M 47.0000 74,730.00 552.420 25,963.74 S) 13 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7500 49,000.00 0.000 0.00 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 106,080.00 67,991.000 115,584.70 STRIPE 15 REMOVE TRAFFIC STRIPE M 1.2000 47,760.00 6,516.740 7,820.09 16 REMOVE PAVEMENT MARKING M2 15.0000 4,650.00 97.260 1,458.90 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 40,820.00 9,468.000 12,308.40 18 REMOVE PAVEMENT MARKER EA 0.8000 35,200.00 60,371.000 48,296.80 S) 19 REMOVE ROADSIDE SIGN EA 300.0000 60,000.00 22.000 6,600.00 20 REMOVE SIGN STRUCTURE EA 3,000.0000 84,000.00 13.000 39,000.00 21 REMOVE ASPHALT CONCRETE DIKE M 10.0000 2,600.00 0.000 0.00 22 REMOVE PIPE M 40.0000 138,800.00 2,535.600 101,424.00 PROGRAM CAS145 PAGE 2 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 1,000.0000 54,000.00 47.000 47,000.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 60,480.00 33,000.000 46,200.00 33,000.000 46,200.00 S) (25 MM MAXIMUM) 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 202,280.00 74,969.920 194,921.79 74,969.920 194,921.79 S) (60 MM MAXIMUM) 26 REMOVE CONCRETE M3 640.0000 115,200.00 39.930 25,555.20 27 REMOVE CONCRETE (CURB AND GUTTER) M 150.0000 24,000.00 0.000 0.00 28 REMOVE CONCRETE BARRIER M 36.5000 438,000.00 6,536.870 238,595.76 29 REMOVE BRIDGE RAILING M 60.0000 22,800.00 0.000 0.00 30 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 5,000.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION), LOCATION A LS 3,500.0000 3,500.00 0.000 0.00 32 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,500.0000 3,500.00 0.000 0.00 33 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 0.000 0.00 34 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,500.0000 3,500.00 1.000 3,500.00 35 BRIDGE REMOVAL (PORTION), LOCATION E LS 3,600.0000 3,600.00 1.000 3,600.00 36 BRIDGE REMOVAL (PORTION), LOCATION F LS 15,000.0000 15,000.00 1.000 15,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION G LS 3,000.0000 3,000.00 1.000 3,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION H LS 3,500.0000 3,500.00 1.000 3,500.00 39 BRIDGE REMOVAL (PORTION), LOCATION I LS 7,500.0000 7,500.00 1.000 7,500.00 40 BRIDGE REMOVAL (PORTION), LOCATION J LS 5,200.0000 5,200.00 1.000 5,200.00 41 BRIDGE REMOVAL (PORTION), LOCATION K LS 12,000.0000 12,000.00 1.000 12,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION L LS 2,800.0000 2,800.00 1.000 2,800.00 43 BRIDGE REMOVAL (PORTION), LOCATION M LS 2,500.0000 2,500.00 1.000 2,500.00 44 BRIDGE REMOVAL (PORTION), LOCATION N LS 2,500.0000 2,500.00 1.000 2,500.00 45 BRIDGE REMOVAL (PORTION), LOCATION O LS 2,500.0000 2,500.00 1.000 2,500.00 46 BRIDGE REMOVAL (PORTION), LOCATION P LS 3,000.0000 3,000.00 1.000 3,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION Q LS 2,500.0000 2,500.00 1.000 2,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION R LS 3,000.0000 3,000.00 1.000 3,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION S LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM CAS145 PAGE 3 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION T LS 2,500.0000 2,500.00 1.000 2,500.00 51 ROADWAY EXCAVATION M3 16.5000 1,125,300.00 2,000.600 33,009.90 52 ROADWAY EXCAVATION (TYPE Z-2) M3 300.0000 36,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.500 1,250.00 54 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 433,300.00 134.080 93,856.00 1,489.300 1,042,510.00 55 CLASS 3 AGGREGATE BASE M3 14.0000 301,000.00 2,000.000 28,000.00 56 LEAN CONCRETE BASE M3 185.0000 2,516,000.00 7,879.620 1,457,729.70 57 RAPID SETTING CEMENT CONCRETE BASE M3 552.0000 966,000.00 482.600 266,395.20 58 ASPHALT CONCRETE (TYPE B) TONN 150.0000 3,000.00 0.000 0.00 59 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 110.0000 1,485,000.00 12,616.450 1,387,809.50 12,616.450 1,387,809.50 60 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 40.0000 7,200.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 3,160.00 0.000 0.00 62 CONCRETE PAVEMENT M3 240.0000 5,664,000.00 15,759.250 3,782,220.00 63 REPLACE CONCRETE PAVEMENT M3 756.0000 10,357,200.00 1,179.850 891,966.60 4,752.570 3,592,942.92 (RAPID STRENGTH CONCRETE) 64 SEAL PAVEMENT JOINT M 8.0000 159,200.00 4,169.000 33,352.00 11,542.000 92,336.00 65 SEAL LONGITUDINAL ISOLATION JOINT M 31.0000 979,600.00 8,846.000 274,226.00 66 TIE BAR (DRILL AND BOND) EA 15.0000 340,500.00 0.000 0.00 67 DRILL INJECTION POINT EA 1,000.0000 1,610,000.00 1,756.000 1,756,000.00 S) 68 COMPACTION GROUTING M3 325.0000 2,002,000.00 4,059.480 1,319,331.00 S) 69 GRIND EXISTING CONCRETE M2 6.0000 2,700,000.00 235,247.120 1,411,482.72 S) PAVEMENT 70 STRUCTURAL CONCRETE, APPROACH SLAB M3 950.0000 5,804,500.00 245.780 233,491.00 3,953.260 3,755,597.00 F) (TYPE R) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 300,000.00 11.170 33,510.00 40.080 120,240.00 72 MINOR CONCRETE (PIPE ENCASEMENT) M3 350.0000 38,500.00 16.520 5,782.00 73 PAVING NOTCH EXTENSION M3 4,100.0000 610,900.00 5.680 23,288.00 92.100 377,610.00 74 JOINT SEAL (MR 30 MM) M 125.0000 67,750.00 0.000 0.00 S) 75 JOINT SEAL (MR 15 MM) M 130.0000 228,150.00 0.000 0.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 1,620,000.00 39,184.000 293,880.00 F) PROGRAM CAS145 PAGE 4 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 216,000.00 39,184.000 39,184.00 SF) 78 1372 MM CAST-IN-DRILLING-HOLE CONCRETE M 2,500.0000 125,000.00 7.220 18,050.00 37.520 93,800.00 S) PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLING-HOLE CONCRETE M 3,000.0000 540,000.00 158.600 475,800.00 S) PILE (SIGN FOUNDATION) 80 METAL (BARRIER MOUNTED SIGN) KG 21.0000 106,680.00 0.000 0.00 81 ROADSIDE SIGN - ONE POST EA 400.0000 20,400.00 0.000 0.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 29,400.00 0.000 0.00 83 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 14,600.00 0.000 0.00 METHOD) 84 INSTALL SIGN PANEL ON EXISTING FRAME M2 62.0000 68,200.00 266.700 16,535.40 85 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 31,500.00 18.000 2,700.00 EXISTING POST 86 INSTALL ROADSIDE SIGN EA 2,500.0000 10,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 87 300 MM PLASTIC PIPE M 150.0000 60,000.00 60.000 9,000.00 88 450 MM CORRUGATED STEEL PIPE M 350.0000 1,750.00 0.000 0.00 (2.01 MM THICK) 89 600 MM CORRUGATED STEEL PIPE M 375.0000 375.00 0.000 0.00 (2.01 MM THICK) 90 450 MM SLOTTED CORRUGATED STEEL PIPE M 50.0000 1,100.00 0.000 0.00 (2.01 MM THICK) 91 GRATED LINE DRAIN M 204.0000 681,360.00 499.100 101,816.40 2,546.900 519,567.60 92 MINOR CONCRETE (CURB AND GUTTER) M 50.0000 8,000.00 0.000 0.00 93 MINOR CONCRETE (STAMPED CONCRETE) M2 166.0000 1,660,000.00 0.000 0.00 94 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,672.00 3,470.000 13,880.00 SF) 95 CHAIN LINK FENCE (TYPE CL-1.8) M 130.0000 1,040.00 0.000 0.00 96 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 0.000 0.00 97 INSTALL MEDIAN MILEAGE PANEL EA 120.0000 9,840.00 0.000 0.00 98 METAL BEAM GUARD RAILING (WOOD POST) M 101.0000 172,710.00 182.150 18,397.15 S) 99 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 14,950.00 7.000 4,550.00 S) 00 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 51,750.00 3.000 10,350.00 S) 01 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 53,000.00 12.000 31,800.00 S) 02 CRASH CUSHION (REACT 9SCBS) EA 57,400.0000 401,800.00 0.000 0.00 S) 03 CRASH CUSHION (QUADGUARD) EA 32,700.0000 65,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60) M 145.0000 146,450.00 521.120 75,562.40 582.520 84,465.40 05 CONCRETE BARRIER (TYPE 60A MODIFIED) M 170.0000 252,620.00 243.000 41,310.00 06 CONCRETE BARRIER (TYPE 60C) M 190.0000 26,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60G) M 190.0000 659,300.00 633.420 120,349.80 08 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 205.0000 127,715.00 287.430 58,923.15 09 CONCRETE BARRIER (TYPE 60GC) M 240.0000 319,200.00 195.330 46,879.20 10 CONCRETE BARRIER (TYPE 60R) M 900.0000 234,000.00 29.450 26,505.00 11 CONCRETE BARRIER (TYPE 60GR) M 900.0000 216,000.00 25.350 22,815.00 12 CONCRETE BARRIER (TYPE 60SW) M 400.0000 1,048,000.00 1,441.380 576,552.00 13 CONCRETE BARRIER (TYPE 60W) M 420.0000 453,600.00 0.000 0.00 14 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 70,000.00 178.880 7,155.20 178.880 7,155.20 S) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 100,800.00 0.000 0.00 S) 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 16,170.00 0.000 0.00 S) 17 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 12,560.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 59,850.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 7,472.00 729.360 1,166.98 729.360 1,166.98 S) (BROKEN 11.00 M - 3.50 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 2,506.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 21 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 27,665.00 65,168.010 35,842.41 S) 22 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 2,065.00 23.400 819.00 S) 23 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 68,000.00 11,877.000 19,003.20 S) 24 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 106,000.00 306.000 1,224.00 7,684.000 30,736.00 S) 25 INDUCTIVE LOOP DETECTOR LS 331,800.0000 331,800.00 0.454 150,637.20 S) 26 AUTOMATIC VEHICLE CLASSIFICATION LS 250,200.0000 250,200.00 0.039 9,757.80 S) 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 CLOSED CIRCUIT TELEVISION CAMERA LS 53,520.0000 53,520.00 0.000 0.00 S) (LOCATION AR141) 29 MODIFY RAMP METERING SYSTEM LS 245,500.0000 245,500.00 0.516 126,678.00 S) 30 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 780,000.0000 780,000.00 0.600 468,000.00 S) PROGRAM CAS145 PAGE 6 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MODIFY LIGHTING AND SIGN ILLUMINATION LS 478,000.0000 478,000.00 0.799 381,922.00 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 TRANSITION RAILING (TYPE WB) EA 3,000.0000 51,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 12:09 PM ESTIMATE NO. 22 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,370,589.87 30,711,385.61 ADJUSTMENT OF COMPENSATION 0.00 792,909.60 EXTRA WORK 4,664.71 1,078,718.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,375,254.58 32,583,013.58 34 MOBILIZATION LS 6850,000.0000 6,850,000.00 0.950 6,507,500.00 ORIGINAL CONTRACT AMOUNT 71,284,930.00 TOTAL WORK COMPLETED 3,375,254.58 39,090,513.58 MATERIALS ON HAND ON SITE 760,979.62 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,375,254.58 39,851,493.20 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 11/21/05 600 12/06/05 12/07/05 07/25/08 222 363 0 0 55% 37% PROGRESS IS SATISFACTORY LONGAZO, RON RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/24/07