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 08/01/08 EST. NO.15 TIME 02:57 PM R.E. NAME: GEESEY, DUANE 03-1A9104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0001 10,208.32 A.C. @ L.S.(+) 072208 N 1 0 020 0004 1,320.47 E.W. @ F.A.(+) 101107 N 0122.0 0005 1,320.47 110507 N 0129.0 0006 916.54 110907 N 0130.0 0007 1,320.47 102907 N 0139.0 0008 916.54 110907 N 0126.0 0009 1,467.98 071707 N 0023.0 0010 1,320.47 072507 N 0024.0 0011 2,263.67 081007 N 0025.0 0012 943.20 081507 N 0026.0 0013 1,320.47 082007 N 0027.0 0014 1,320.47 082707 N 0028.0 022 0008 1,534.50 E.W. @ F.A.(+) 011508 N 0403.0 0009 950.28 020908 N 0432.0 0010 1,435.43 113007 N 0109.0 025 0001 2,340.54 E.W. @ F.A.(+) 091207 N 0353.0 0002 1,544.63 091307 N 0354.0 0003 2,310.60 091407 N 0356.0 026 0001 2,297.22 E.W. @ F.A.(+) 090607 N 0349.0 0002 1,800.53 091307 N 0355.0 033 0004 2,638.71 E.W. @ F.A.(+) 060208 N 0545.0 0005 1,478.48 060308 N 0547.0 0006 7,988.62 060408 N 0549.0 0007 2,636.39 060508 N 0550.0 0008 3,456.82 060608 N 0551.0 034 0007 2,244.55 E.W. @ F.A.(+) 032808 N 0495.0 041 0003 1,023.57 E.W. @ F.A.(+) 031308 N 0466.0 0004 69.62 031308 N 0474.0 042 0004 690.12 E.W. @ F.A.(+) 100307 N 0114.0 0005 5,073.72 092707 N 0140.0 0006 9,730.05 100107 N 0141.0 0007 7,633.44 092807 N 0142.0 043 0006 1,655.38 E.W. @ F.A.(+) 030508 N 0456.0 0007 2,355.84 022808 N 0532.0 045 0002 2,287.37 E.W. @ F.A.(+) 040408 N 0496.0 047 0008 764.19 E.W. @ F.A.(+) 112007 N 0457.0 048 0008 3,282.40 E.W. @ F.A.(+) 110207 N 0090.0 058 0013 3,513.08 E.W. @ F.A.(+) 021308 N 0480.0 064 0001 1,747.60 E.W. @ F.A.(+) 020708 N 0369.0 0002 3,382.95 020608 N 0342.0 0003 1,277.12 021408 N 0380.0 0004 459.96 021308 N 0384.0 0005 2,215.43 021108 N 0388.0 0006 188.49 021208 N 0433.0 0007 1,651.76 020608 N 0434.0 0008 149.02 021108 N 0440.0 0009 8.43 021408 N 0362.0 0010 528.70 021208 N 0364.0 072 0001 6,102.42 E.W. @ F.A.(+) 022608 N 0389.0 0002 8,626.16 022908 N 0405.0 0003 6,565.82 022608 N 0473.0 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 08/01/08 EST. NO.15 TIME 02:57 PM R.E. NAME: GEESEY, DUANE 03-1A9104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0004 2,465.73 022608 N 0554.0 0005 19,002.50 022908 N 0533.0 0006 1,287.00 022908 N 0575.0 081 0001 1,219.75 E.W. @ F.A.(+) 052008 N 0544.0 083 0001 1,709.56 E.W. @ F.A.(+) 061108 N 0552.0 155,963.55 TOTAL THIS ESTIMATE 1,458,048.65 TOTAL PREVIOUS ESTIMATE 1,614,012.20 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 08/01/08 EST. NO.15 TIME 02:57 PM R.E. NAME: GEESEY, DUANE 03-1A9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 10 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/07 -10,000.00 03 PER LTR DATED 10/07 -10,000.00 04 PER LTR DATED 11/07 -5,000.00 05 RETURN 10/07 DEDUCT 10,000.00 05 RETURN 9/07 DEDUCT 10,000.00 05 PER LTR 12/07 -10,000.00 06 PER LTR 01/08 -5,000.00 07 REC'D 11/17 PAYROLL 5,000.00 07 PER LTR DATED 02/08 -9,000.00 08 RETURN 12/07 DEDUCT 10,000.00 08 PER LTR DATED 3/08 -10,000.00 09 RETURN 2/08 DEDUCT 9,000.00 09 RETURN 1/8 DEDUCT 5,000.00 11 RETURN 3/8 DEDUCT 10,000.00 11 PER LTR DATED 7/08 -4,000.00 14 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 08/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:57 PM ESTIMATE NO. 15 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 08/01/08 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-SUT-99-28.6/R30.9 ------------------------------ DE SILVA GATES CONSTRUCTION IN SUTTER COUNTY IN AND NEAR P O BOX 2909 YUBA CITY AT VARIOUS LOCATIONS DUBLIN CA 94568 FED. AID NO. ACST-X101(123)E ,P-X101(123)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 150.000 900,000.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 05 TEMPORARY FIBER ROLL M 12.0000 9,720.00 1,406.780 16,881.36 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 4,000.00 19.000 76,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 0.000 0.00 08 TEMPORARY COVER M2 0.5000 1,250.00 523.805 261.90 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 17.000 8,500.00 10 TEMPORARY HYDRAULIC MULCH M2 0.7000 4,200.00 2,300.000 1,610.00 (POLYMER STABILIZED FIBER MATRIX) 11 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 408,000.0000 408,000.00 1.000 408,000.00 S) 14 TYPE III BARRICADE EA 125.0000 4,000.00 36.000 4,500.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 24,150.00 169.805 5,943.18 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 170.0000 34,000.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2500 72,475.00 7,852.000 25,519.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 2,000.00 0.000 0.00 S) 19 TRAFFIC PLASTIC DRUM EA 20.0000 10,000.00 809.000 16,180.00 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 43,200.00 8,545.000 34,180.00 S) 21 TEMPORARY SIGNAL SYSTEM LS 675,000.0000 675,000.00 1.000 675,000.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 08/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:57 PM ESTIMATE NO. 15 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 08/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE RADAR TRAILER LS 2,500.0000 2,500.00 0.000 0.00 S) 24 TEMPORARY RAILING (TYPE K) M 85.0000 244,800.00 3,701.278 314,608.63 25 TEMPORARY CRASH CUSHION MODULE EA 275.0000 46,750.00 154.000 42,350.00 S) 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 20,000.00 10.000 25,000.00 S) 27 OBLITERATE SURFACING M2 9.0000 4,320.00 207.000 1,863.00 28 REMOVE METAL BEAM GUARD RAILING M 30.0000 1,860.00 23.160 694.80 29 REMOVE FLARED END SECTION EA 600.0000 3,600.00 6.000 3,600.00 30 REMOVE RAILROAD FACILITIES LS 30,000.0000 30,000.00 0.950 28,500.00 31 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 16,870.00 1,301.600 9,111.20 S) 32 REMOVE TRAFFIC STRIPE M 3.0000 16,260.00 5,114.120 15,342.36 S) 33 REMOVE PAVEMENT MARKING M2 20.0000 5,000.00 108.560 2,171.20 S) 34 REMOVE ROADSIDE SIGN EA 50.0000 3,350.00 67.000 3,350.00 35 REMOVE ASPHALT CONCRETE DIKE M 4.0000 8,920.00 1,916.880 7,667.52 36 REMOVE OVERSIDE DRAIN EA 2,000.0000 2,000.00 1.000 2,000.00 37 REMOVE CULVERT M 150.0000 3,300.00 19.500 2,925.00 38 REMOVE INLET EA 1,200.0000 2,400.00 1.000 1,200.00 39 REMOVE BASE AND SURFACING M3 35.0000 148,050.00 3,943.000 138,005.00 40 RESET ROADSIDE SIGN EA 300.0000 900.00 3.000 900.00 3.000 900.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 271,200.00 67,731.525 270,926.10 S) 42 REMOVE CONCRETE M2 30.0000 26,700.00 2,109.550 63,286.50 43 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 44 ROADWAY EXCAVATION M3 35.0000 235,550.00 6,092.270 213,229.45 45 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 46 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 20,400.00 0.000 0.00 47 HIGHWAY PLANTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) 48 STRAW (EROSION CONTROL) TONN 400.0000 2,400.00 0.000 0.00 S) 49 FIBER (EROSION CONTROL) KG 1.0000 640.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 08/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:57 PM ESTIMATE NO. 15 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 08/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMPOST (EROSION CONTROL) M3 200.0000 2,800.00 0.000 0.00 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 4,250.00 0.000 0.00 S) 52 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,920.00 0.000 0.00 S) 53 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 640.00 0.000 0.00 S) 54 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.140 140.00 S) 55 MAINTAIN EXISTING IRRIGATION FACILITIES LS 1,000.0000 1,000.00 1.000 1,000.00 S) 56 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 57 CLASS 2 AGGREGATE BASE M3 60.0000 303,600.00 4,744.300 284,658.00 58 ASPHALT CONCRETE (TYPE A) TONN 85.0000 1,895,500.00 23,785.691 2,021,783.74 59 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 75.0000 419,250.00 4,045.620 303,421.50 60 PAVEMENT REINFORCING FABRIC M2 5.0000 13,700.00 2,313.200 11,566.00 61 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 25,000.00 480.870 12,021.75 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 19,950.00 2,178.000 15,246.00 63 CONCRETE PAVEMENT M3 600.0000 2,790,000.00 4,209.792 2,525,875.20 (RAPID STRENGTH CONCRETE) 64 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 41,800.00 21.904 48,188.80 F) 65 MINOR CONCRETE (BACKFILL) M3 400.0000 5,600.00 9.830 3,932.00 66 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 42,658.00 3,047.000 42,658.00 F) 67 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 9,141.00 3,047.000 9,141.00 SF) 68 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 69,729.00 6,339.000 69,729.00 F) 69 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,339.00 6,339.000 6,339.00 SF) 70 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 25,000.00 9.200 23,000.00 S) PILE (SIGN FOUNDATION) 71 1524 MM CAST-IN-DRILLED-HOLE M 5,500.0000 38,500.00 6.700 36,850.00 S) CONCRETE PILE (SIGN FOUNDATION) 72 ROADSIDE SIGN - ONE POST EA 200.0000 6,800.00 2.000 400.00 30.000 6,000.00 73 ROADSIDE SIGN - TWO POST EA 300.0000 4,500.00 1.000 300.00 14.000 4,200.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,400.00 9.000 900.00 11.000 1,100.00 METHOD) 75 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,500.00 6.000 1,500.00 76 450 MM ALTERNATIVE PIPE CULVERT M 600.0000 9,000.00 15.460 9,276.00 PROGRAM CAS145 PAGE 4 DATE 08/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:57 PM ESTIMATE NO. 15 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 08/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 3,600.00 5.944 3,566.40 78 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 108,000.00 269.150 107,660.00 79 900 MM ALTERNATIVE PIPE CULVERT M 400.0000 124,000.00 305.150 122,060.00 80 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 6,000.00 0.000 0.00 (2.01 MM THICK) 81 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 6,000.00 0.000 0.00 (2.01 MM THICK) 82 450 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 83 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 84 750 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 85 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800.00 86 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 160,000.00 167.883 134,306.40 CONSTRUCTION) 87 MISCELLANEOUS IRON AND STEEL KG 4.0000 4,416.00 1,104.000 4,416.00 SF) 88 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 2,600.00 2.000 2,600.00 S) 89 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 1.000 1,500.00 S) 90 DELINEATOR (CLASS 1) EA 75.0000 5,250.00 70.000 5,250.00 91 HIGHWAY POST MARKER EA 50.0000 200.00 3.000 150.00 92 OBJECT MARKER (TYPE K-1) EA 50.0000 550.00 10.000 500.00 93 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 2.000 100.00 94 METAL BEAM GUARD RAILING (WOOD POST) M 180.0000 9,180.00 25.000 4,500.00 S) 95 DOUBLE METAL BEAM GUARD RAILING M 200.0000 12,200.00 0.000 0.00 S) (WOOD POST) 96 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500.00 S) 97 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 S) 98 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 S) 99 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 33,840.00 998.440 35,943.84 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 40,400.00 22,229.240 44,458.48 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,840.00 3,820.929 15,283.72 S) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,810.00 7,714.691 7,714.69 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,180.00 1,327.680 2,655.36 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 5 DATE 08/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:57 PM ESTIMATE NO. 15 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 08/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 600.00 2,684.000 5,368.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,360.00 2,673.000 10,692.00 S) 06 LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 S) 07 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 08 EMERGENCY VEHICLE DETECTOR SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) 09 TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000.00 S) 10 MODIFY SIGNAL AND LIGHTING LS 850,000.0000 850,000.00 0.990 841,500.00 S) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 REMOVE CEMENT TREATED BASE M2 15.0000 17,250.00 0.000 0.00 13 GROOVE CONCRETE PAVEMENT M2 5.0000 68,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:57 PM ESTIMATE NO. 15 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 08/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,500.00 10,394,907.08 ADJUSTMENT OF COMPENSATION 10,208.32 448,048.23 EXTRA WORK 145,755.23 1,165,963.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,463.55 12,008,919.28 14 MOBILIZATION LS 1210,000.0000 1,210,000.00 1.000 1,210,000.00 ORIGINAL CONTRACT AMOUNT 12,118,418.00 TOTAL WORK COMPLETED 158,463.55 13,218,919.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,000.00 TOTAL 158,463.55 13,204,919.28 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 04/19/07 280 07/09/07 07/09/07 08/26/08 150 107 17 0 92% 51% PROGRESS IS SATISFACTORY GEESEY, DUANE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/01/08