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 11/22/06 EST. NO.18 TIME 11:31 AM 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 --------------------------------------------------------------------------- 002 0020 2,158.61 E.W. @ F.A.(+) 012406 N 1.0 0 0021 1,166.55 020606 N 2.0 0 0022 2,054.54 020706 N 3.0 0 0024 641.33 021506 N 7.0 0 0025 1,636.97 031706 N 8.0 0 0026 629.45 020806 N 4.0 0 0027 1,326.07 021006 N 6.0 0 0030 1,244.77 042706 N 10.0 0 0031 463.31 052506 N 12.0 0 0032 309.27 012406 N 1.1 0 0033 30.09 020606 N 2.1 0 0034 25.07 020706 N 3.1 0 0036 130.61 031706 N 8.1 0 0038 26.66 042706 N 10.1 0 0040 774.11 053006 N 13.0 0 0041 10.64 052506 N 12.1 0 0044 1,948.31 081006 N 15.0 0 0045 80.51 081606 N 17.1 0 0046 100.19 081706 N 18.1 0 0047 150.23 081806 N 19.1 0 0048 1,783.72 082106 N 20.1 0 0052 1,656.70 081606 N 17.0 0 0053 2,020.63 081706 N 18.0 0 0054 2,020.63 081806 N 19.0 0 0055 2,268.59 082106 N 20.0 0 0056 1,701.45 082206 N 21.0 0 0065 934.96 082106 N 24.0 0 0071 44.51 082106 N 24.1 0 0080 220.10 092806 N 30.1 0 0083 1,235.85 082406 N 23.1 0 010 0025 600.72 E.W. @ F.A.(+) 041106 N 311 0 0028 1,076.43 061406 N 314 0 0029 1,076.43 061506 N 315 0 0030 1,076.43 061606 N 316 0 0031 835.40 061906 N 317 0 0032 1,100.58 062006 N 318 0 0033 1,100.58 062106 N 319 0 0034 1,213.68 062206 N 320 0 0035 955.91 062306 N 321 0 0040 1,550.39 040806 N 324 0 0045 1,960.79 041506 N 328 0 0046 1,327.71 041606 N 329 0 0047 1,166.24 041706 N 330 0 0048 1,246.65 041806 N 331 0 0049 1,098.54 041906 N 332 0 0052 1,638.78 042206 N 335 0 0053 933.48 042306 N 336 0 0056 1,280.79 042506 N 338 0 0064 1,400.98 050106 N 345 0 0067 1,416.82 050406 N 348 0 0069 1,131.40 050806 N 350 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 11/22/06 EST. NO.18 TIME 11:31 AM 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 --------------------------------------------------------------------------- 0072 1,173.06 050906 N 351 0 0073 1,135.35 051006 N 352 0 0074 1,191.30 051106 N 353 0 0075 1,191.30 051206 N 354 0 0076 1,191.30 051506 N 355 0 0077 1,229.01 051606 N 356 0 0078 1,191.30 051706 N 357 0 0082 1,191.30 052306 N 361 0 0083 1,250.87 052406 N 362 0 0087 1,408.84 052606 N 364 0 0088 1,271.88 052506 N 363 0 0090 1,765.71 053006 N 366 0 69,174.38 TOTAL THIS ESTIMATE 113,217.53 TOTAL PREVIOUS ESTIMATE 182,391.91 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 11/22/06 EST. NO.18 TIME 11:31 AM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:31 AM ESTIMATE NO. 18 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 11/20/06 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/22/06 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 19.000 34,485.00 301.000 546,315.00 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 0.019 1,045.00 0.794 43,670.00 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 0.019 2,384.50 0.689 86,469.50 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 72.200 1,083.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 26,900.00 5,544.820 5,544.82 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 11,220.00 69.000 2,277.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 215,180.00 2,238.000 64,902.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 140.000 24,500.00 S) 15 ABANDON REINFORCED CONCRETE BOX EA 2,800.0000 2,800.00 0.000 0.00 16 ABANDON MANHOLE EA 5,000.0000 5,000.00 0.000 0.00 17 ABANDON PIPELINE EA 2,200.0000 28,600.00 0.000 0.00 18 OBLITERATE SURFACING M2 3.0000 18,240.00 0.000 0.00 19 REMOVE CHAIN LINK FENCE M 16.5000 13,200.00 596.000 9,834.00 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 1,100.170 2,750.43 STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,012.50 1,730.250 2,162.81 PROGRAM CAS145 PAGE 2 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:31 AM ESTIMATE NO. 18 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 11/20/06 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 160,200.00 667.470 24,028.92 26 REMOVE ASPHALT CONCRETE DIKE M 3.5000 665.00 0.000 0.00 27 REMOVE PIPELINE EA 2,000.0000 8,000.00 0.000 0.00 28 REMOVE INLET EA 1,200.0000 12,000.00 2.000 2,400.00 29 REMOVE HEADWALL EA 2,264.0000 9,056.00 2.000 4,528.00 30 REMOVE CONCRETE PAVEMENT M3 38.0000 36,480.00 0.000 0.00 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 0.000 0.00 35 REMOVE CONCRETE (CURB AND GUTTER) M 14.0000 14,560.00 464.600 6,504.40 36 REMOVE CONCRETE BARRIER (TYPE 50) M 68.0000 7,480.00 0.000 0.00 37 REMOVE CONCRETE (CURB, GUTTER, AND M3 65.0000 4,290.00 20.000 1,300.00 SIDEWALK) 38 REMOVE CRASH CUSHION EA 2,610.0000 2,610.00 0.000 0.00 39 CLEARING AND GRUBBING LS 8,890.0000 8,890.00 0.900 8,001.00 40 ROADWAY EXCAVATION M3 15.0000 107,550.00 546.030 8,190.45 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 507,000.00 300.000 18,000.00 6,002.500 360,150.00 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 1,675.000 117,250.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 92.0000 53,452.00 200.000 18,400.00 F) 46 IMPORTED BORROW M3 6.6500 126,350.00 7,650.000 50,872.50 47 HIGHWAY PLANTING LS 217,000.0000 217,000.00 0.000 0.00 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 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:31 AM ESTIMATE NO. 18 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 11/20/06 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 PAM (POLYACRYLAMIDE) KG 18.0000 126.00 0.000 0.00 S) 52 COMPOST (EROSION CONTROL) KG 0.6500 3,393.00 0.000 0.00 S) 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 4,500.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 59 200 MM CORRUGATED HIGH DENSITY M 125.0000 18,750.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 60 200 MM WELDED STEEL PIPE CONDUIT M 200.0000 6,600.00 0.000 0.00 S) (6.35 MM THICK) 61 CLASS 2 AGGREGATE BASE M3 31.0000 440,200.00 2,278.160 70,622.96 62 ASPHALT CONCRETE (TYPE B) TONN 43.0000 683,700.00 459.260 19,748.18 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 0.000 0.00 66 SEAL LONGITUDINAL ISOLATION JOINT M 18.0000 12,600.00 0.000 0.00 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 40.030 88,066.00 F) 69 MINOR CONCRETE INLET STRUCTURE M3 1,115.0000 200,700.00 0.000 0.00 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 0.000 0.00 F) 72 MINOR CONCRETE (BOX CULVERT) M3 1,070.0000 590,640.00 250.000 267,500.00 F) 73 CONTINOUS DEFLECTIVE SEPARATION UNIT EA 205,000.0000 205,000.00 0.000 0.00 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 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:31 AM ESTIMATE NO. 18 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 11/20/06 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 70.300 30,229.00 80 450 MM REINFORCED CONCRETE PIPE M 805.0000 4,830.00 0.000 0.00 INTERIOR STEEL COVER 63.5 MM 81 600 MM REINFORCED CONCRETE PIPE M 350.0000 255,500.00 434.730 152,155.50 82 750 MM REINFORCED CONCRETE PIPE M 315.0000 40,950.00 96.590 30,425.85 83 1200 MM REINFORCED CONCRETE PIPE M 1,070.0000 66,340.00 0.000 0.00 INTERIOR STEEL COVER 63.5 MM 84 150 MM PVC PIPE M 200.0000 1,400.00 0.000 0.00 85 203 MM PVC PIPE M 86.0000 39,560.00 426.700 36,696.20 86 203 MM INLET PER APWA STD 351-1 CASE 2 EA 624.0000 11,232.00 0.000 0.00 87 MINOR CONCRETE (CURB) M 52.0000 20,280.00 0.000 0.00 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 250,000.00 115.000 57,500.00 89 MINOR CONCRETE (SIDEWALK) M3 310.0000 387,500.00 0.000 0.00 90 MINOR CONCRETE (BUS PAD) M3 482.0000 57,840.00 0.000 0.00 91 MINOR CONCRETE (CURB RAMP) M3 3.0000 144.00 0.000 0.00 92 MISCELLANEOUS IRON AND STEEL KG 8.8000 34,856.80 0.000 0.00 SF) 93 MISCELLANEOUS IRON AND STEEL KG 0.0100 36.56 1,650.000 16.50 SF)(BOX CULVERT) 94 MISCELLANEOUS IRON AND STEEL KG 0.0100 68.00 0.000 0.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:31 AM ESTIMATE NO. 18 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 11/20/06 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 CONCRETE BARRIER (TYPE 60E) M 427.0000 21,777.00 0.000 0.00 06 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 14,350.00 0.000 0.00 S) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 5,380.50 0.000 0.00 S) 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,080.00 0.000 0.00 S) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,800.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,440.00 0.000 0.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 3,270.00 0.000 0.00 S) TYPE G) 13 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 480.00 0.000 0.00 S) TYPE H) 14 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 1,500.0000 1,500.00 0.000 0.00 15 MODIFY SIGNAL INTERCONNECT LS 350,835.0000 350,835.00 0.420 147,350.70 S) (CITY - LOCATION 2) 16 ELECTRIC SERVICE (IRRIGATION) LS 6,235.0000 6,235.00 0.000 0.00 17 MODIFY SIGNAL AND LIGHTING LS 97,854.0000 97,854.00 0.250 24,463.50 S) (CITY - LOCATION 1) 18 MODIFY SIGNAL AND LIGHTING LS 511,983.0000 511,983.00 0.080 40,958.64 0.440 225,272.52 S) (CITY - LOCATION 2) 19 MODIFY SIGNAL AND LIGHTING LS 62,930.0000 62,930.00 0.300 18,879.00 0.800 50,344.00 S) (CITY - LOCATION 3) 20 MODIFY LIGHTING (CITY - LOCATION 1) LS 56,529.0000 56,529.00 0.310 17,523.99 S) 21 MODIFY LIGHTING (CITY - LOCATION 2) LS 361,347.0000 361,347.00 0.020 7,226.94 0.370 133,698.39 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 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:31 AM ESTIMATE NO. 18 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 11/20/06 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 122,979.08 3,110,327.52 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 69,174.38 182,391.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 192,153.46 3,292,719.43 24 MOBILIZATION LS 746,400.0000 746,400.00 0.950 709,080.00 ORIGINAL CONTRACT AMOUNT 9,832,487.36 TOTAL WORK COMPLETED 192,153.46 4,001,799.43 MATERIALS ON HAND ON SITE 207,549.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 202,153.46 4,209,348.83 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 04/15/09 301 67 0 0 39% 75% PROGRESS UNSATISFACTORY TRUJILLO JR., GILBERT RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/22/06