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 04/20/04 EST. NO.15 TIME 02:33 PM R.E. NAME: SMOLENSKI, JAMES 02-261204 --------------------------------------------------------------------------- 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 0061 38,650.07 E.W. @ F.A.(+) 082503 N 057 0 0062 27,612.10 092303 N 058 0 0073-1 -22,449.93 092303 N 069 0 DAO CORRECTING ENTRY 43,812.24 TOTAL THIS ESTIMATE 1,796,880.09 TOTAL PREVIOUS ESTIMATE 1,840,692.33 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 04/20/04 EST. NO.15 TIME 02:33 PM R.E. NAME: SMOLENSKI, JAMES 02-261204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -5,000.00 09 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA FORMS -5,000.00 07 FHWA FORMS COMPLETE 5,000.00 09 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 07 MISSING PAYROLLS -5,000.00 10 REC'D PAYROLLS EST 7 5,000.00 15 5,000.00 -5,000.00 OVERBID ITEMS OVERBID ITEM NO. 036 -375.00 04 OVERBID ITEM NO. 036 -375.00 05 OVERBID ITEM NO. 036 -375.00 06 OVERBID ITEM NO. 036 -375.00 11 0.00 -1,500.00 TOTAL DEDUCTIONS 5,000.00 -11,500.00 PROGRAM CAS145 PAGE 1 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 LOCATION PROGRESS ESTIMATE 02-SHA-299-20.2/23.8 ----------------- J F SHEA CO INC IN SHASTA COUNTY IN AND NEAR P O BOX 494519 REDDING FROM 0.1 KM WEST OF IRON REDDING CA 960494519 MOUNTAIN ROAD TO COURT STREET FED. AID NO. ACNH-P299(133)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 550.0000 77,000.00 120.000 66,000.00 03 TEMPORARY FENCE M 15.0000 3,150.00 52.500 787.50 04 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.750 4,125.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 11,000.0000 11,000.00 0.853 9,383.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.810 16,200.00 07 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.911 250,525.00 08 TYPE II BARRICADE EA 82.0000 4,920.00 0.000 0.00 09 TYPE III BARRICADE EA 110.0000 1,210.00 0.000 0.00 10 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,250.0000 74,250.00 7.513 61,982.25 11 TEMPORARY RAILING (TYPE K) M 50.0000 8,000.00 0.000 0.00 12 TEMPORARY CRASH CUSHION EA 350.0000 3,500.00 0.000 0.00 13 ABANDON CULVERT M 17.0000 6,120.00 43.600 741.20 14 REMOVE MARKER EA 11.0000 330.00 0.000 0.00 15 REMOVE BARRICADE M 38.0000 418.00 0.000 0.00 16 REMOVE PEDESTRIAN BARRICADE EA 275.0000 550.00 2.000 550.00 17 REMOVE METAL BEAM GUARD RAILING M 12.0000 1,320.00 114.750 1,377.00 18 REMOVE PAVEMENT MARKER EA 2.0000 7,800.00 1,596.000 3,192.00 19 REMOVE ROADSIDE SIGN EA 55.0000 3,245.00 99.000 5,445.00 20 REMOVE SIGN PANEL EA 2,200.0000 6,600.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,730.00 1,133.700 3,401.10 22 REMOVE OVERSIDE DRAIN EA 440.0000 2,200.00 5.000 2,200.00 PROGRAM CAS145 PAGE 2 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT M 34.0000 136.00 9.000 306.00 24 REMOVE INLET EA 700.0000 2,100.00 2.000 1,400.00 25 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 380.0000 2,280.00 6.000 2,280.00 26 REMOVE DELINEATOR EA 25.0000 2,500.00 0.000 0.00 27 RELOCATE MAILBOX EA 175.0000 700.00 2.000 350.00 28 ADJUST WATER VALVE COVER TO GRADE EA 780.0000 21,840.00 12.000 9,360.00 29 ADJUST GAS VALVE COVER TO GRADE EA 640.0000 1,280.00 0.000 0.00 30 ADJUST MONITORING WELL COVER TO GRADE EA 660.0000 1,980.00 6.000 3,960.00 31 ADJUST MANHOLE TO GRADE EA 800.0000 15,200.00 17.000 13,600.00 32 ADJUST VALVE BOX EA 770.0000 1,540.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.5000 99,750.00 1,238.107 9,285.80 S) (60 MM MAXIMUM) 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 3,055.00 9,461.860 61,502.09 S) AND BASE (90 MM MAXIMUM) 35 REMOVE CONCRETE M3 1,600.0000 800.00 0.000 0.00 36 CLEARING AND GRUBBING LS 16,500.0000 16,500.00 1.000 16,500.00 37 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.500 2,500.00 1.000 5,000.00 38 ROADWAY EXCAVATION M3 26.0000 405,600.00 12,130.877 315,402.80 39 SHOULDER BACKING STA 320.0000 27,840.00 51.200 16,384.00 40 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 14,520.00 440.000 14,520.00 41 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 28,750.00 230.000 28,750.00 42 PERVIOUS BACKFILL MATERIAL (RETAINING M3 106.0000 2,650.00 29.700 3,148.20 WALL) 43 SAND BACKFILL M3 82.0000 7,708.00 8.240 675.68 44 IMPORTED BORROW M3 46.0000 86,480.00 0.000 0.00 45 IMPORTED MATERIAL (SHOULDER BACKING) TONN 12.0000 20,400.00 1,287.520 15,450.24 46 SUBGRADE ENHANCEMENT FABRIC M2 1.0000 22,600.00 18,085.830 18,085.83 47 HIGHWAY PLANTING (REMOVE NOXIOUS WEED) M2 11.0000 38,940.00 0.000 0.00 S) 48 MULCH M3 70.0000 11,130.00 0.000 0.00 S) 49 STRAW (EROSION CONTROL) TONN 435.0000 28,275.00 12.100 5,263.50 S) PROGRAM CAS145 PAGE 3 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 1.0000 13,000.00 2,792.000 2,792.00 S) 51 FIBER ROLLS M 15.0000 4,800.00 320.000 4,800.00 S) 52 COMPOST (EROSION CONTROL) KG 1.0000 19,500.00 4,899.000 4,899.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 46,200.00 283.500 9,922.50 S) 54 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 8,120.00 885.000 1,770.00 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 4,380.00 477.000 954.00 S) 56 FINISHING ROADWAY LS 11,000.0000 11,000.00 0.000 0.00 57 CLASS 2 AGGREGATE BASE M3 32.0000 91,200.00 2,326.685 74,453.92 58 SEAL RANDOM CRACKS LNKM 2,200.0000 37,400.00 15.900 34,980.00 59 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 182,000.00 955.000 191,000.00 60 ASPHALT CONCRETE TONN 53.0000 1,303,800.00 22,931.680 1,215,379.04 61 PLACE ASPHALT CONCRETE DIKE M 5.5000 14,575.00 2,792.900 15,360.95 62 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 40,810.00 1,441.260 15,853.86 AREA) 63 RUMBLE STRIP M 3.3000 13,959.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 64 CONCRETE PAVEMENT (RAPID STRENGTH) M3 405.0000 3,713,850.00 7,235.520 2,930,385.60 65 CONCRETE COLOR PIGMENT (GRAY) KG 2.7500 216,975.00 84,974.850 233,680.84 66 CONCRETE COLOR PIGMENT (BRICK RED) KG 2.7500 18,975.00 3,735.700 10,273.18 67 SEAL PAVEMENT JOINT M 9.0000 45,270.00 0.000 0.00 68 GRIND CONCRETE PAVEMENT M2 5.5000 124,300.00 0.000 0.00 S) 69 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 15,400.00 13.420 14,762.00 S) PILING 70 CLASS 1 CONCRETE (RETAINING WALL) M3 665.0000 104,405.00 148.910 99,025.15 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 36,795.00 4.250 7,012.50 72 MINOR CONCRETE (INVERT PAVING) M3 1,650.0000 66,000.00 34.220 56,463.00 73 ARCHITECTURAL TREATMENT M2 55.0000 11,550.00 0.000 0.00 74 APPLY ANTI-GRAFFITI COATING M2 39.0000 8,190.00 184.830 7,208.37 75 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 26,925.00 5,385.000 26,925.00 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 91,212.00 15,202.200 91,213.20 SF) PROGRAM CAS145 PAGE 4 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,202.00 15,202.000 15,202.00 SF) 78 ROADSIDE SIGN - ONE POST EA 82.0000 3,280.00 77.000 6,314.00 79 ROADSIDE SIGN - TWO POST EA 220.0000 3,080.00 15.000 3,300.00 S) 80 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 2,750.0000 24,750.00 1.000 2,750.00 S) 81 INSTALL SIGN PANEL ON EXISTING FRAME EA 5,500.0000 5,500.00 0.000 0.00 S) 82 PAINT CURB (2-COAT) M 5.3000 1,431.00 0.000 0.00 S) 83 450 MM CORRUGATED STEEL PIPE M 165.0000 11,550.00 62.100 10,246.50 (2.01 MM THICK) 84 600 MM CORRUGATED STEEL PIPE M 192.0000 42,240.00 134.500 25,824.00 (2.01 MM THICK) 85 750 MM CORRUGATED STEEL PIPE M 550.0000 550.00 1.000 550.00 (2.01 MM THICK) 86 900 MM CORRUGATED STEEL PIPE M 550.0000 1,650.00 3.000 1,650.00 (2.01 MM THICK) 87 80 MM SLOTTED PLASTIC PIPE M 27.0000 4,050.00 150.000 4,050.00 88 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 82.0000 19,680.00 210.900 17,293.80 (2.01 MM THICK) 89 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 220.0000 5,500.00 29.200 6,424.00 (1.63 MM THICK) 90 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 330.0000 9,570.00 12.800 4,224.00 12.800 4,224.00 (2.01 MM THICK) 91 ENTRANCE TAPER EA 825.0000 1,650.00 2.000 1,650.00 92 900 MM CORRUGATED STEEL PIPE INLET M 825.0000 2,970.00 1.000 825.00 F) (2.01 MM THICK) 93 GRATED LINE DRAIN M 275.0000 7,975.00 0.000 0.00 94 JACKED 600 MM WELDED STEEL PIPE M 400.0000 80,000.00 65.500 26,200.00 (6.35 MM THICK) 95 JACKED 750 MM WELDED STEEL PIPE M 400.0000 12,800.00 0.000 0.00 (6.07 MM THICK) 96 450 MM STEEL FLARED END SECTION EA 550.0000 1,100.00 1.000 550.00 3.000 1,650.00 97 600 MM STEEL FLARED END SECTION EA 550.0000 7,150.00 9.000 4,950.00 98 750 MM STEEL FLARED END SECTION EA 550.0000 2,750.00 7.000 3,850.00 99 900 MM STEEL FLARED END SECTION EA 550.0000 2,200.00 5.000 2,750.00 00 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 220.0000 41,800.00 74.290 16,343.80 01 ROCK SLOPE PROTECTION M3 220.0000 57,200.00 289.150 63,613.00 (BACKING NO. 1, METHOD B) 02 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 220.0000 17,600.00 0.000 0.00 03 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,320.00 1,123.155 2,246.31 PROGRAM CAS145 PAGE 5 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (MISCELLANEOUS M3 1,050.0000 399,000.00 646.110 678,415.50 CONSTRUCTION) 05 MISCELLANEOUS IRON AND STEEL KG 5.0000 10,595.00 539.000 2,695.00 F) 06 CHAIN LINK FENCE (TYPE CL-1.2) M 55.0000 8,250.00 0.000 0.00 S) 07 DELINEATOR (CLASS 1) EA 44.0000 4,400.00 59.000 2,596.00 08 HIGHWAY POST MARKER EA 44.0000 352.00 4.000 176.00 09 MARKER (CULVERT) EA 44.0000 1,320.00 17.000 748.00 10 OBJECT MARKER (TYPE Q) EA 44.0000 44.00 0.000 0.00 11 OBJECT MARKER (TYPE L) EA 44.0000 88.00 8.000 352.00 12 OBJECT MARKER (TYPE P) EA 44.0000 88.00 0.000 0.00 13 METAL BEAM GUARD RAILING M 244.0000 10,736.00 13.420 3,274.48 S) 14 PEDESTRIAN BARRICADE EA 550.0000 1,100.00 0.000 0.00 S) 15 TERMINAL SYSTEM (TYPE ET) EA 2,420.0000 4,840.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,035.0000 10,175.00 5.000 10,175.00 S) 17 THERMOPLASTIC PAVEMENT MARKING M2 53.0000 36,570.00 354.150 18,769.95 S) 18 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 20,323.010 20,323.01 S) (SPRAYABLE) 19 PAVEMENT MARKER EA 14.0000 40,600.00 799.000 11,186.00 S) (RETROREFLECTIVE-RECESSED) 20 LIGHTING (CITY STREET, LOCATION 4) LS 22,000.0000 22,000.00 0.000 0.00 S) 21 HIGHWAY LIGHTING (LOCATION 1) LS 27,500.0000 27,500.00 1.000 27,500.00 S) 22 HIGHWAY LIGHTING (LOCATION 2) LS 13,200.0000 13,200.00 1.000 13,200.00 S) 23 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,300.0000 25,300.00 1.000 25,300.00 S) (LOCATION 3) 24 CHANGEABLE MESSAGE SIGN SYSTEM LS 22,000.0000 22,000.00 1.000 22,000.00 S) (LOCATION 6) 25 CONDUIT BUNDLE (FUTURE USE) M 110.0000 17,600.00 0.000 0.00 S) 26 DETECTOR LOOPS (LOCAITON 9) LS 1,100.0000 1,100.00 1.000 1,100.00 S) 27 DETECTOR LOOPS (LOCATION 10) LS 16,500.0000 16,500.00 0.900 14,850.00 S) 28 TRAFFIC MONITORING STATION LS 27,500.0000 27,500.00 1.000 27,500.00 S) (LOCATION 3) 29 CLOSED CIRCUIT TELEVISION SYSTEM LS 33,000.0000 33,000.00 1.000 33,000.00 S) (LOCATION 5) 30 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 50,000.0000 50,000.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 6 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 120,000.0000 120,000.00 0.980 117,600.00 S) 32 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 93,000.0000 93,000.00 0.990 92,070.00 S) 33 NO. 6 PULL BOX EA 550.0000 7,700.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 02:33 PM ESTIMATE NO. 15 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 04/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,274.00 7,418,484.65 ADJUSTMENT OF COMPENSATION 0.00 57,246.06 EXTRA WORK 43,812.24 1,783,446.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 51,086.24 9,259,176.98 34 MOBILIZATION LS 400,000.0000 400,000.00 1.000 400,000.00 ORIGINAL CONTRACT AMOUNT 9,492,094.00 TOTAL WORK COMPLETED 51,086.24 9,659,176.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -11,500.00 TOTAL 56,086.24 9,647,676.98 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 036 CLEARING AND GRUBBING 15,000.00 16,500.00 1,500.00 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 09/24/02 140 10/21/02 10/09/02 05/14/04 120 258 0 0 93% 86% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/26/04. SMOLENSKI, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 04/20/04