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 10/03/07 EST. NO.26 TIME 10:57 AM 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 --------------------------------------------------------------------------- *** 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 10/03/07 EST. NO.26 TIME 10:57 AM 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 LOCATION SUPPLEMENTAL 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 0.340 1,700,000.00 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 0.490 49,000.00 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 0.490 3,067,890.00 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,000.00 97.000 4,850.00 S) 08 TEMPORARY TERMINAL SECTION EA 2,000.0000 12,000.00 6.000 12,000.00 S) (TYPE K MODIFIED) 09 TEMPORARY RAILING (TYPE K) M 54.0000 1,425,600.00 24,669.860 1,332,172.44 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 74,730.00 735.300 34,559.10 S) 13 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7500 49,000.00 10,163.850 17,786.74 10,163.850 17,786.74 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 7,338.050 8,805.66 31,521.110 37,825.33 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 9,968.000 12,958.40 18 REMOVE PAVEMENT MARKER EA 0.8000 35,200.00 6,242.000 4,993.60 71,343.000 57,074.40 S) 19 REMOVE ROADSIDE SIGN EA 300.0000 60,000.00 35.000 10,500.00 20 REMOVE SIGN STRUCTURE EA 3,000.0000 84,000.00 15.000 45,000.00 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,169.360 60,437.10 S) (25 MM MAXIMUM) 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 202,280.00 106,048.120 275,725.11 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 8,695.870 317,399.26 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,639.980 1,147,986.00 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 16,372.540 1,800,979.40 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 4,970.890 3,757,992.84 (RAPID STRENGTH CONCRETE) 64 SEAL PAVEMENT JOINT M 8.0000 159,200.00 11,542.000 92,336.00 65 SEAL LONGITUDINAL ISOLATION JOINT M 31.0000 979,600.00 11,080.000 343,480.00 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 4,307.230 4,091,868.50 F) (TYPE R) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 300,000.00 83.340 250,020.00 72 MINOR CONCRETE (PIPE ENCASEMENT) M3 350.0000 38,500.00 16.520 5,782.00 73 PAVING NOTCH EXTENSION M3 4,100.0000 610,900.00 100.450 411,845.00 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 2,842.800 579,931.20 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 6,796.000 27,184.00 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 172,710.00 339.670 34,306.67 S) 99 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 14,950.00 9.000 5,850.00 S) 00 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 51,750.00 4.000 13,800.00 S) 01 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 53,000.00 14.000 37,100.00 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 146,450.00 639.500 92,727.50 05 CONCRETE BARRIER (TYPE 60A MODIFIED) M 170.0000 252,620.00 1,255.630 213,457.10 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 1,483.260 281,819.40 08 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 205.0000 127,715.00 525.840 107,797.20 09 CONCRETE BARRIER (TYPE 60GC) M 240.0000 319,200.00 471.600 113,184.00 10 CONCRETE BARRIER (TYPE 60R) M 900.0000 234,000.00 99.830 89,847.00 11 CONCRETE BARRIER (TYPE 60GR) M 900.0000 216,000.00 190.480 171,432.00 12 CONCRETE BARRIER (TYPE 60SW) M 400.0000 1,048,000.00 2,571.050 1,028,420.00 13 CONCRETE BARRIER (TYPE 60W) M 420.0000 453,600.00 216.060 90,745.20 14 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 70,000.00 74.580 2,983.20 1,473.930 58,957.20 S) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 100,800.00 7,626.700 6,864.03 7,626.700 6,864.03 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 1,765.060 2,824.10 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 49,644.200 27,304.31 131,335.120 72,234.32 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 12,049.000 19,278.40 27,430.000 43,888.00 S) 24 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 106,000.00 12,133.000 48,532.00 24,138.000 96,552.00 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 0.060 3,211.20 S) (LOCATION AR141) 29 MODIFY RAMP METERING SYSTEM LS 245,500.0000 245,500.00 0.846 207,693.00 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.819 391,482.00 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 10/03/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 10:57 AM ESTIMATE NO. 26 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 09/20/07 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 10/03/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 136,547.94 34,738,379.46 ADJUSTMENT OF COMPENSATION 0.00 792,909.60 EXTRA WORK 0.00 1,190,926.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 136,547.94 36,722,215.46 34 MOBILIZATION LS 6850,000.0000 6,850,000.00 1.000 6,850,000.00 ORIGINAL CONTRACT AMOUNT 71,284,930.00 TOTAL WORK COMPLETED 136,547.94 43,572,215.46 MATERIALS ON HAND ON SITE 747,675.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 136,547.94 44,319,891.10 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 07/25/08 276 363 0 0 60% 46% PROGRESS IS SATISFACTORY LONGAZO, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/03/07