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 02/21/08 EST. NO.34 TIME 02:37 PM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0050 1,339.05 E.W. @ F.A.(+) 092507 N 032 0 017 0361 161.15 E.W. @ F.A.(+) 111607 N 408 0 0362 62.32 111707 N 409 0 0363 62.32 111807 N 410 0 0364 161.15 111907 N 411 0 0365 161.15 112007 N 412 0 0366 161.15 112107 N 413 0 0367 62.32 112207 N 414 0 0368 62.32 112307 N 415 0 0369 62.32 112407 N 416 0 0370 62.32 112507 N 417 0 0371 161.15 112607 N 418 0 0372 161.15 112707 N 419 0 0373 161.15 112807 N 420 0 0374 161.15 112907 N 421 0 0375 161.15 113007 N 422 0 0376 660.00 112707 N 039 0 0380 660.00 112007 N 424 0 0386 660.00 122707 N 430 0 0387 62.32 120107 N 423 0 0388 62.32 120207 N 431 0 0389 161.15 120307 N 432 0 0390 161.15 120407 N 433 0 0391 161.15 120507 N 434 0 0392 161.15 120607 N 435 0 0393 62.32 120707 N 436 0 0394 62.32 120807 N 437 0 0395 62.32 120907 N 438 0 0396 161.15 121007 N 439 0 0397 161.15 121107 N 440 0 0398 161.15 121207 N 441 0 0399 161.15 121307 N 442 0 0400 161.15 121407 N 443 0 0401 62.32 121507 N 444 0 0402 62.32 121607 N 445 0 0403 161.15 121707 N 446 0 0404 161.15 121807 N 447 0 0405 161.15 121907 N 448 0 0406 161.15 122007 N 449 0 0407 161.15 122107 N 450 0 0408 62.32 122207 N 451 0 0409 62.32 122307 N 452 0 0410 62.32 122407 N 453 0 0411 62.32 122507 N 454 0 0412 161.15 122607 N 455 0 0413 161.15 122707 N 456 0 0414 161.15 122807 N 457 0 0415 62.32 122907 N 458 0 0416 62.32 123007 N 459 0 0417 161.15 123107 N 460 0 0418 62.32 010108 N 461 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/21/08 EST. NO.34 TIME 02:37 PM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0419 161.15 010208 N 462 0 0420 161.15 010308 N 463 0 0421 62.32 010408 N 464 0 0422 62.32 010508 N 465 0 9,363.44 TOTAL THIS ESTIMATE 1,052,701.12 TOTAL PREVIOUS ESTIMATE 1,062,064.56 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 02/21/08 EST. NO.34 TIME 02:37 PM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNAUTH LANE CLOSURE -15,000.00 30 0.00 -15,000.00 LABOR COMPLIANCE VIOLATION FEB,MARCH & APRIL 06 -10,000.00 12 FEB,MARCH,& APRIL 06 10,000.00 14 JULY 06 -5,003.49 15 JULY 06 5,003.49 16 SEPT 06 -10,000.00 17 SEPT 06 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 02:37 PM ESTIMATE NO. 34 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 02/21/08 LOCATION PROGRESS ESTIMATE 07-LA-1-27.4/30.9 ----------------- EXCEL PAVING COMPANY IN LOS ANGELES COUNTY IN 2230 LEMON AVENUE LOS ANGELES AT VARIOUS LOCATIONS LONG BEACH, CA 90806 FED. AID NO. N O N E WIDEN AND 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 METHOD) LS 8,890.0000 8,890.00 0.750 6,667.50 02 TIME-RELATED OVERHEAD WDAY 1,815.0000 726,000.00 510.000 925,650.00 03 TEMPORARY FENCE (TYPE ESA) M 30.0000 25,500.00 840.000 25,200.00 04 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.750 18,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 55,000.0000 55,000.00 0.004 220.00 0.951 52,305.00 06 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.650 22,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 125,500.0000 125,500.00 0.004 502.00 0.835 104,792.50 S) 08 TYPE III BARRICADE EA 115.0000 5,520.00 5.000 575.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.0000 5,850.00 338.220 5,073.30 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 26,900.00 22,438.320 22,438.32 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 11,220.00 221.000 7,293.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 1.000 2,500.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 215,180.00 6,048.270 175,399.83 S) 14 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 294.000 51,450.00 S) 15 ABANDON REINFORCED CONCRETE BOX EA 2,800.0000 2,800.00 1.000 2,800.00 16 ABANDON MANHOLE EA 5,000.0000 5,000.00 1.000 5,000.00 17 ABANDON PIPELINE EA 2,200.0000 28,600.00 6.000 13,200.00 18 OBLITERATE SURFACING M2 3.0000 18,240.00 7,394.980 22,184.94 19 REMOVE CHAIN LINK FENCE M 16.5000 13,200.00 978.600 16,146.90 20 REMOVE METAL BEAM GUARD RAILING M 86.0000 3,096.00 0.000 0.00 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 16,900.00 2,081.320 5,203.30 STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,012.50 2,098.150 2,622.69 PROGRAM CAS145 PAGE 2 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 02:37 PM ESTIMATE NO. 34 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,340.00 13.900 278.00 24 REMOVE ROADSIDE SIGN EA 75.0000 6,150.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE M3 36.0000 160,200.00 63.580 2,288.88 4,114.680 148,128.48 26 REMOVE ASPHALT CONCRETE DIKE M 3.5000 665.00 199.300 697.55 27 REMOVE PIPELINE EA 2,000.0000 8,000.00 2.000 4,000.00 28 REMOVE INLET EA 1,200.0000 12,000.00 6.000 7,200.00 29 REMOVE HEADWALL EA 2,264.0000 9,056.00 3.000 6,792.00 30 REMOVE CONCRETE PAVEMENT M3 38.0000 36,480.00 582.200 22,123.60 31 RELOCATE CONCRETE BENCH EA 1,300.0000 5,200.00 3.000 3,900.00 32 RELOCATE SIGN PANEL EA 100.0000 1,300.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,680.00 0.000 0.00 S) 34 REMOVE CONCRETE CURB M 14.0000 9,940.00 683.390 9,567.46 35 REMOVE CONCRETE (CURB AND GUTTER) M 14.0000 14,560.00 1,131.420 15,839.88 36 REMOVE CONCRETE BARRIER (TYPE 50) M 68.0000 7,480.00 110.000 7,480.00 37 REMOVE CONCRETE (CURB, GUTTER, AND M3 65.0000 4,290.00 85.950 5,586.75 SIDEWALK) 38 REMOVE CRASH CUSHION EA 2,610.0000 2,610.00 1.000 2,610.00 39 CLEARING AND GRUBBING LS 8,890.0000 8,890.00 1.000 8,890.00 40 ROADWAY EXCAVATION M3 15.0000 107,550.00 3,777.120 56,656.80 41 ROADWAY EXCAVATION (TYPE Y) M3 35.0000 52,850.00 1,100.940 38,532.90 (AERIALLY DEPOSITED LEAD) 42 STRUCTURE EXCAVATION (CULVERT) M3 60.0000 507,000.00 6,302.500 378,150.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 22.0000 8,668.00 394.000 8,668.00 F) 44 STRUCTURE BACKFILL (CULVERT) M3 70.0000 261,380.00 3,733.960 261,377.20 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 92.0000 53,452.00 581.000 53,452.00 F) 46 IMPORTED BORROW M3 6.6500 126,350.00 23,335.560 155,181.47 47 HIGHWAY PLANTING LS 217,000.0000 217,000.00 0.100 21,700.00 0.550 119,350.00 S) 48 TOPSOIL M3 40.0000 78,400.00 0.000 0.00 S) 49 STRAW (EROSION CONTROL) TONN 465.0000 1,209.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 02:37 PM ESTIMATE NO. 34 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 2.6500 2,385.00 450.000 1,192.50 450.000 1,192.50 S) 51 PAM (POLYACRYLAMIDE) KG 18.0000 126.00 0.000 0.00 S) 52 COMPOST (EROSION CONTROL) KG 0.6500 3,393.00 2,610.000 1,696.50 2,610.000 1,696.50 S) 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 4,500.00 1.000 1,500.00 1.000 1,500.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 2,400.00 0.000 0.00 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 260.00 0.000 0.00 S) 56 ENDOMYCORRHIZAL INOCULUM KG 11.0000 561.00 25.000 275.00 25.000 275.00 S) 57 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0.00 S) 58 IRRIGATION SYSTEM LS 221,500.0000 221,500.00 0.700 155,050.00 S) 59 200 MM CORRUGATED HIGH DENSITY M 125.0000 18,750.00 225.000 28,125.00 S) POLYETHYLENE PIPE CONDUIT 60 200 MM WELDED STEEL PIPE CONDUIT M 200.0000 6,600.00 33.000 6,600.00 S) (6.35 MM THICK) 61 CLASS 2 AGGREGATE BASE M3 31.0000 440,200.00 13,892.290 430,660.99 62 ASPHALT CONCRETE (TYPE B) TONN 43.0000 683,700.00 7,944.140 341,598.02 63 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 45.0000 990.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 45.0000 2,655.00 0.000 0.00 65 CONCRETE PAVEMENT M3 330.0000 128,700.00 353.530 116,664.90 66 SEAL LONGITUDINAL ISOLATION JOINT M 18.0000 12,600.00 392.090 7,057.62 67 STRUCTURAL CONCRETE (WALL FOOTING) M3 550.0000 44,550.00 81.000 44,550.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 200,640.00 82.160 180,752.00 F) 69 MINOR CONCRETE INLET STRUCTURE M3 1,115.0000 200,700.00 119.000 132,685.00 F) 70 MINOR CONCRETE OUTLET STRUCTURE M3 2,280.0000 91,200.00 40.000 91,200.00 F) 71 MINOR CONCRETE (MEDIAN PAVING) M3 375.0000 12,375.00 27.000 10,125.00 F) 72 MINOR CONCRETE (BOX CULVERT) M3 1,070.0000 590,640.00 552.000 590,640.00 F) 73 CONTINOUS DEFLECTIVE SEPARATION UNIT EA 205,000.0000 205,000.00 1.000 205,000.00 74 RETAINING WALL STEM (TYPE 6) M2 220.0000 85,800.00 390.000 85,800.00 F) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 16,225.00 6,490.000 16,225.00 SF) 76 ROADSIDE SIGN (METAL POST) EA 325.0000 9,425.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 02:37 PM ESTIMATE NO. 34 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN - TWO POST EA 580.0000 1,160.00 0.000 0.00 78 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 14,740.00 0.000 0.00 METHOD) 79 450 MM REINFORCED CONCRETE PIPE M 430.0000 68,800.00 116.380 50,043.40 80 450 MM REINFORCED CONCRETE PIPE M 805.0000 4,830.00 8.530 6,866.65 INTERIOR STEEL COVER 63.5 MM 81 600 MM REINFORCED CONCRETE PIPE M 350.0000 255,500.00 689.920 241,472.00 82 750 MM REINFORCED CONCRETE PIPE M 315.0000 40,950.00 99.090 31,213.35 83 1200 MM REINFORCED CONCRETE PIPE M 1,070.0000 66,340.00 38.580 41,280.60 INTERIOR STEEL COVER 63.5 MM 84 150 MM PVC PIPE M 200.0000 1,400.00 6.800 1,360.00 85 203 MM PVC PIPE M 86.0000 39,560.00 457.200 39,319.20 86 203 MM INLET PER APWA STD 351-1 CASE 2 EA 624.0000 11,232.00 8.000 4,992.00 87 MINOR CONCRETE (CURB) M 52.0000 20,280.00 401.060 20,855.12 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 250,000.00 231.190 115,595.00 89 MINOR CONCRETE (SIDEWALK) M3 310.0000 387,500.00 309.420 95,920.20 90 MINOR CONCRETE (BUS PAD) M3 482.0000 57,840.00 59.300 28,582.60 91 MINOR CONCRETE (CURB RAMP) M3 3.0000 144.00 8.650 25.95 92 MISCELLANEOUS IRON AND STEEL KG 8.8000 34,856.80 2,689.000 23,663.20 SF) 93 MISCELLANEOUS IRON AND STEEL KG 0.0100 36.56 3,650.000 36.50 SF)(BOX CULVERT) 94 MISCELLANEOUS IRON AND STEEL KG 0.0100 68.00 500.000 5.00 SF)(INLET STRUCTURE) 95 MISCELLANEOUS IRON AND STEEL KG 0.0100 34.00 3,400.000 34.00 SF)(OUTLET STRUCTURE) 96 CHAIN LINK FENCE PER APWA STD PLAN 600-1 M 91.0000 8,736.00 0.000 0.00 S) 97 TRASH NETTING EA 5,800.0000 17,400.00 0.000 0.00 S) 98 DELINEATOR (CLASS 1) EA 35.0000 1,015.00 0.000 0.00 99 GUARD RAILING DELINEATOR EA 50.0000 100.00 0.000 0.00 00 METAL BEAM GUARD RAILING M 79.0000 28,440.00 0.000 0.00 S) 01 TERMINAL SYSTEM (TYPE SRT) EA 2,998.0000 8,994.00 0.000 0.00 S) 02 CRASH CUSHION, SAND FILLED EA 5,580.0000 11,160.00 0.000 0.00 S) 03 CRASH CUSHION (REACT 9CBB) EA 55,261.0000 55,261.00 2.000 110,522.00 S) PROGRAM CAS145 PAGE 5 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 02:37 PM ESTIMATE NO. 34 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60) M 341.0000 15,686.00 46.000 15,686.00 05 CONCRETE BARRIER (TYPE 60E) M 427.0000 21,777.00 51.000 21,777.00 06 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 14,350.00 82.770 2,896.95 S) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 5,380.50 1,321.310 1,123.11 S) 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,080.00 321.560 643.12 S) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 518.200 518.20 S) (BROKEN 1.83 M - 0.30 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,800.00 2,359.000 2,359.00 S) (BROKEN 5.18 M - 2.14 M) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,440.00 110.000 330.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 3,270.00 274.000 822.00 S) TYPE G) 13 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 480.00 72.000 216.00 S) TYPE H) 14 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 1,500.0000 1,500.00 1.000 1,500.00 15 MODIFY SIGNAL INTERCONNECT LS 350,835.0000 350,835.00 0.620 217,517.70 S) (CITY - LOCATION 2) 16 ELECTRIC SERVICE (IRRIGATION) LS 6,235.0000 6,235.00 0.500 3,117.50 17 MODIFY SIGNAL AND LIGHTING LS 97,854.0000 97,854.00 0.920 90,025.68 S) (CITY - LOCATION 1) 18 MODIFY SIGNAL AND LIGHTING LS 511,983.0000 511,983.00 0.020 10,239.66 0.850 435,185.55 S) (CITY - LOCATION 2) 19 MODIFY SIGNAL AND LIGHTING LS 62,930.0000 62,930.00 0.930 58,524.90 S) (CITY - LOCATION 3) 20 MODIFY LIGHTING (CITY - LOCATION 1) LS 56,529.0000 56,529.00 0.060 3,391.74 0.790 44,657.91 S) 21 MODIFY LIGHTING (CITY - LOCATION 2) LS 361,347.0000 361,347.00 0.040 14,453.88 0.810 292,691.07 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 LEAD COMPLIANCE PLAN LS 4,450.0000 4,450.00 1.000 4,450.00 PROGRAM CAS145 PAGE 6 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 02:37 PM ESTIMATE NO. 34 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 57,460.16 7,255,690.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,363.44 1,062,064.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 66,823.60 8,317,754.92 24 MOBILIZATION LS 746,400.0000 746,400.00 1.000 746,400.00 ORIGINAL CONTRACT AMOUNT 9,832,487.36 TOTAL WORK COMPLETED 66,823.60 9,064,154.92 MATERIALS ON HAND ON SITE 21,934.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 66,823.60 9,071,089.48 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 05/17/05 650 06/01/05 06/27/05 06/15/09 586 93 0 0 80% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME ADJUSTMENT DISPUTE TRUJILLO JR., GILBERT RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/21/08