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 09/19/08 EST. NO.17 TIME 02:21 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 --------------------------------------------------------------------------- 001 0029 65.78 E.W. @ F.A.(+) 111607 N 0095.0 0078 53.00 041408 N 0537.0 0091 2,083.80 070108 N 0581.0 0094 496.14 111507 N 0626.0 007 0001-1 -4,100.00 E.W. @ F.A.(+) 120407 N 0156.0 DAO CORRECTING ENTRY 0003 2,050.00 120407 N 0003 0 0004 1,863.00 040308 N 0613.0 013 0006 1,574.00 E.W. @ U.P (+) 082808 N 0006 0 015 0001 1,527.90 E.W. @ F.A.(+) 072407 N 0610.0 0002 585.73 072407 N 0611.0 024 0002 164.03 E.W. @ F.A.(+) 100307 N 0123.0 032 0002 2,279.42 E.W. @ F.A.(+) 013108 N 0606.0 0003 429.46 112007 N 0607.0 0004 33.00 112107 N 0608.0 0005 19,277.36 073107 N 0491.0 0006 2,565.96 082407 N 0492.0 0007 2,777.24 072507 N 11.2 0 0008 1,030.28 082707 N 19.2 0 033 0010 1,363.10 E.W. @ F.A.(+) 070108 N 0601.0 042 0001 3,004.21 E.W. @ F.A.(+) 092707 N 0032.0 0002 2,751.41 092807 N 0034.0 0003 1,508.98 100107 N 0037.0 0008 440.00 092707 N 0591.0 0009 4,497.35 100107 N 0632.0 0010 888.25 100307 N 0633.0 043 0004 4,226.84 E.W. @ F.A.(+) 103007 N 0137.0 047 0009 13,495.03 E.W. @ F.A.(+) 111907 N 0623.0 050 0195 24,540.26 E.W. @ F.A.(+) 111207 N 0102.0 0242 82.50 011708 N 0469.0 0262 13,254.00 A.C. @ L.S.(+) 090208 N 0262 0 053 0001 28,242.31 E.W. @ F.A.(+) 071608 N 0580.0 058 0014 3,411.96 E.W. @ F.A.(+) 113007 N 0592.0 0017 57.42 121207 N 593B 0 059 0002 1,551.59 E.W. @ F.A.(+) 121207 N 0599.0 062 0001 433.80 E.W. @ F.A.(+) 022108 N 0481.0 064 0012 1,732.38 E.W. @ F.A.(+) 121207 N 0624.0 0014 57.42 121207 N 220B 0 068 0004 312.47 E.W. @ F.A.(+) 071608 N 0609.0 0005 1,823.64 081808 N 0627.0 070 0010 11,498.42 E.W. @ F.A.(+) 030308 N CC0660 0011 477.21 030508 N CC0670 079 0001 360.70 E.W. @ F.A.(+) 042308 N 0509.0 0002 1,486.07 042508 N 0536.0 0003 3,313.52 042508 N 0526.0 080 0001 4,045.95 E.W. @ F.A.(+) 060208 N 0546.0 0002 2,642.62 060308 N 0548.0 0003 1,475.93 061208 N 0553.0 084 0001 8,258.60 E.W. @ F.A.(+) 060308 N 0637.0 088 0001 905.30 E.W. @ F.A.(+) 061808 N 0562.0 092 0001 11,350.28 E.W. @ F.A.(+) 082608 N 0640.0 093 0001 1,054.70 E.W. @ F.A.(+) 081808 N 0628.0 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 09/19/08 EST. NO.17 TIME 02:21 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 --------------------------------------------------------------------------- 0002 2,673.54 081908 N 0629.0 094 0001 1,833.57 E.W. @ F.A.(+) 082608 N FWS940 193,807.43 TOTAL THIS ESTIMATE 1,672,379.59 TOTAL PREVIOUS ESTIMATE 1,866,187.02 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 09/19/08 EST. NO.17 TIME 02:21 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 REC'D 2007 FHWA1391 10,000.00 16 0.00 0.00 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 PER LTR DATED 8/08 -10,000.00 16 PER LTR DATED 9/08 -5,000.00 17 -5,000.00 -19,000.00 TOTAL DEDUCTIONS -5,000.00 -19,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:21 PM ESTIMATE NO. 17 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 09/19/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 09/19/08 LOCATION RERUN 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 20.000 120,000.00 193.000 1,158,000.00 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 2,851.000 34,212.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 4,000.00 5.000 20,000.00 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:21 PM ESTIMATE NO. 17 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 09/19/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 30,000.00 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 2,289.000 9,156.00 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 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 11.060 331.80 2,120.610 63,618.30 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 -228.500 -7,997.50 5,499.360 192,477.60 45 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 46 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 20,400.00 264.800 7,944.00 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:21 PM ESTIMATE NO. 17 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 09/19/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 -32.300 -1,938.00 4,712.000 282,720.00 58 ASPHALT CONCRETE (TYPE A) TONN 85.0000 1,895,500.00 229.920 19,543.20 24,026.901 2,042,286.59 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 47.500 1,187.50 570.690 14,267.25 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 19,950.00 730.000 5,110.00 2,908.000 20,356.00 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 1.000 200.00 31.000 6,200.00 73 ROADSIDE SIGN - TWO POST EA 300.0000 4,500.00 14.000 4,200.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,400.00 1.000 100.00 12.000 1,200.00 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:21 PM ESTIMATE NO. 17 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 09/19/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 6,000.00 (2.01 MM THICK) 81 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 6,000.00 15.000 6,000.00 (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 1.000 700.00 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 4.000 3,600.00 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 22,597.090 45,194.18 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 7,755.491 7,755.49 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:21 PM ESTIMATE NO. 17 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 09/19/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,692.000 10,768.00 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 02:21 PM ESTIMATE NO. 17 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 09/19/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 136,537.00 10,646,323.00 ADJUSTMENT OF COMPENSATION 13,254.00 461,916.27 EXTRA WORK 180,553.43 1,404,270.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 330,344.43 12,512,510.02 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 330,344.43 13,722,510.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -19,000.00 TOTAL 325,344.43 13,703,510.02 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 10/02/08 194 107 42 0 93% 60% PROGRESS IS SATISFACTORY GEESEY, DUANE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/08