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 02/27/08 EST. NO.20 TIME 01:38 PM R.E. NAME: BAKER, SCOTT 01-297704 --------------------------------------------------------------------------- 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 0073 34,135.78 E.W. @ U.P (+) 113007 N 211 0 017 0008 20,729.32 E.W. @ F.A.(+) 072507 N 151 0 022 0001 3,203.26 E.W. @ F.A.(+) 122707 N 1 0 58,068.36 TOTAL THIS ESTIMATE 877,867.80 TOTAL PREVIOUS ESTIMATE 935,936.16 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 02/27/08 EST. NO.20 TIME 01:38 PM R.E. NAME: BAKER, SCOTT 01-297704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF COMPL AC "O" -13,505.70 16 MISSING CEM4401 -10,000.00 20 -10,000.00 -23,505.70 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/06 -4,000.00 02 PER LTR DATED 9/06 -1,000.00 03 PER LTR DATED 11/06 -8,000.00 06 PER LTR DATED 1/07 -3,000.00 08 REC'D PAYROLLS 5,000.00 09 RETURN 01/07 DEDUCT 3,000.00 11 RETURN 11/06 DEDUCT 8,000.00 11 PER LTR DATED 5/07 -3,000.00 12 PER LTR DATED 6/07 -3,000.00 13 PER LTR DATED 07/07 -5,000.00 14 RETURN 05/07 DEDUCT 3,000.00 15 RETURN 06/07 DEDUCT 3,000.00 15 RETURN 07/07 DEDUCT 5,000.00 15 PER LTR 11/07 -6,000.00 18 PER LTR DATED 12/07 -8,000.00 19 RETURN 12/07 DEDUCT 8,000.00 20 8,000.00 -6,000.00 TOTAL DEDUCTIONS -2,000.00 -29,505.70 PROGRAM CAS145 PAGE 1 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-20-33.3/R37.9 ----------------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR CALPELLA P O BOX 50085 FROM 0.1 KM EAST OF ROUTE 101 AND WATSONVILLE CA 95077 20 SEPARATION TO COLD CREEK BRIDGE FED. AID NO. N O N E ROADWAY 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 2,500.0000 2,500.00 0.500 1,250.00 02 TIME-RELATED OVERHEAD WDAY 3,500.0000 1,050,000.00 16.000 56,000.00 289.000 1,011,500.00 03 TEMPORARY FENCE (TYPE ESA) M 18.0000 13,320.00 371.100 6,679.80 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.800 12,000.00 06 TEMPORARY EROSION CONTROL M2 0.5000 4,450.00 0.000 0.00 07 TEMPORARY SILT FENCE M 20.0000 14,400.00 488.000 9,760.00 08 CONSTRUCTION AREA SIGNS LS 6,350.0000 6,350.00 0.750 4,762.50 S) 09 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.050 40,000.00 0.960 768,000.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 90.0000 1,080.00 11.700 1,053.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 6,600.00 1,525.000 6,100.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 986.00 34.000 1,156.00 S) 13 FLASHING BEACON (PORTABLE) EA 750.0000 750.00 1.000 750.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 22,200.0000 66,600.00 3.000 66,600.00 S) 15 TEMPORARY RAILING (TYPE K) M 90.0000 64,800.00 708.000 63,720.00 S) 16 TEMPORARY CRASH CUSHION (ADIEM) EA 6,250.0000 12,500.00 2.000 12,500.00 S) 17 ABANDON CULVERT EA 900.0000 1,800.00 2.000 1,800.00 18 REMOVE ENTRANCE TAPER EA 8.0000 192.00 6.000 48.00 19 REMOVE METAL BEAM GUARD RAILING M 15.0000 44,100.00 3,090.000 46,350.00 20 REMOVE FLARED END SECTION EA 500.0000 4,500.00 9.000 4,500.00 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 24,500.00 6,695.000 33,475.00 STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,380.00 854.330 2,562.99 PROGRAM CAS145 PAGE 2 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,125.00 33.820 1,521.90 24 REMOVE PAVEMENT MARKER EA 1.0000 2,900.00 1,537.000 1,537.00 25 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 600.00 8.000 800.00 26 REMOVE ASPHALT CONCRETE DIKE M 9.0000 52,200.00 3,351.160 30,160.44 27 REMOVE CULVERT M 85.0000 33,150.00 417.100 35,453.50 28 REMOVE INLET EA 1,520.0000 16,720.00 11.000 16,720.00 29 REMOVE HEADWALL EA 1,240.0000 1,240.00 1.000 1,240.00 30 REMOVE DOWNDRAIN M 55.0000 43,450.00 658.700 36,228.50 31 REMOVE JUNCTION BOX EA 1,240.0000 1,240.00 1.000 1,240.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 14,500.00 0.000 0.00 33 RECONSTRUCT METAL BEAM GUARD RAILING M 54.0000 7,020.00 124.400 6,717.60 (WOOD POST) 34 RESET ROADSIDE SIGN EA 300.0000 600.00 0.000 0.00 35 RELOCATE ROADSIDE SIGN EA 150.0000 900.00 2.000 300.00 36 CLEANING, PREPARATION OF EXISTING PIPE M 220.0000 211,200.00 1,085.700 238,854.00 AND PRELIMINARY INSPECTION 37 REMOVE RISER EA 1,520.0000 16,720.00 11.000 16,720.00 38 525 MM SOLID WALL HIGH DENSITY M 500.0000 155,000.00 294.200 147,100.00 POLYETHYLENE PIPE-LINER 39 675 MM SOLID WALL HIGH DENSITY M 535.0000 90,950.00 151.500 81,052.50 POLYETHYLENE PIPE-LINER 40 800 MM SOLID WALL HIGH DENSITY M 795.0000 59,625.00 73.000 58,035.00 POLYETHYLENE PIPE-LINER 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 104,286.00 0.000 0.00 S) 42 REMOVE UNSOUND CONCRETE M3 2,000.0000 48,000.00 0.000 0.00 43 REMOVE CONCRETE BARRIER (TYPE K) M 90.0000 5,490.00 62.380 5,614.20 44 CLEAN BRIDGE DECK M2 7.8000 37,362.00 0.000 0.00 45 CLEARING AND GRUBBING LS 49,140.0000 49,140.00 1.000 49,140.00 46 ROADWAY EXCAVATION M3 38.0000 711,740.00 13,751.000 522,538.00 47 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 48 SAND BACKFILL M3 400.0000 4,800.00 5.650 2,260.00 49 GEOSYNTHETIC REINFORCED EMBANKMENT M2 45.0000 169,200.00 4,208.000 189,360.00 PROGRAM CAS145 PAGE 3 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 33.0000 80,190.00 3,037.500 100,237.50 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 78.0000 92,820.00 941.700 73,452.60 52 WEED CONTROL MAT (FIBER) M2 62.0000 286,440.00 1,538.000 95,356.00 4,705.000 291,710.00 53 IMPORTED TOPSOIL M3 79.0000 26,070.00 0.000 0.00 S) 54 STRAW (EROSION CONTROL) TONN 525.0000 6,300.00 15.480 8,127.00 S) 55 FIBER (EROSION CONTROL) KG 0.7500 5,400.00 10,488.000 7,866.00 S) 56 FIBER ROLLS M 15.0000 9,000.00 1,008.000 15,120.00 S) 57 COMPOST (EROSION CONTROL) M3 425.0000 3,825.00 12.236 5,200.30 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 45.0000 16,200.00 531.700 23,926.50 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 600.00 874.000 874.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 675.00 654.500 981.75 S) 61 CLASS 2 AGGREGATE BASE M3 93.0000 70,680.00 393.000 36,549.00 62 REPLACE ASPHALT CONCRETE SURFACING M3 400.0000 516,000.00 1,872.540 749,016.00 63 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 135.0000 1,768,500.00 13,140.660 1,773,989.10 64 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 159.0000 669,390.00 6,236.070 991,535.13 65 ASPHALT CONCRETE (TYPE A, 19-MM TONN 105.0000 588,000.00 2,939.200 308,616.00 MAXIMUM GRADING) 66 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,190.0000 1,190.00 0.000 0.00 REINFORCING FABRIC) 67 PAVEMENT REINFORCING FABRIC M2 3.0000 2,430.00 0.000 0.00 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 275.0000 12,650.00 248.000 68,200.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 9,690.00 3,634.100 10,902.30 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 390.00 136.000 408.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 2,250.00 366.300 1,098.90 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 5,040.00 1,764.000 5,292.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 4,500.00 1,759.000 5,277.00 74 1200 MM CORRUGATED STEEL PIPE JUNCTION EA 3,925.0000 3,925.00 1.000 3,925.00 BOX 75 MINOR CONCRETE (THRUST BLOCK) M3 3,500.0000 3,500.00 0.900 3,150.00 76 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 129,800.00 59.000 129,800.00 F) PROGRAM CAS145 PAGE 4 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (INVERT PAVING) M3 4,000.0000 44,000.00 11.000 44,000.00 78 RAPID SETTING CONCRETE (PATCH) M3 2,000.0000 48,000.00 0.000 0.00 79 TREAT BRIDGE DECK M2 7.0000 33,530.00 0.000 0.00 80 FURNISH BRIDGE DECK TREATMENT MATERIAL L 23.0000 44,160.00 0.000 0.00 (LOW ODOR) 81 ROADSIDE SIGN - ONE POST EA 450.0000 4,500.00 10.000 4,500.00 82 450 MM ALTERNATIVE PIPE CULVERT M 650.0000 29,250.00 44.790 29,113.50 83 600 MM ALTERNATIVE PIPE CULVERT M 750.0000 300,000.00 332.500 249,375.00 84 900 MM ALTERNATIVE PIPE CULVERT M 800.0000 22,400.00 29.000 23,200.00 85 600 MM CURED-IN-PLACE PIPE LINER M 725.0000 304,500.00 419.200 303,920.00 86 50 MM SLOTTED PLASTIC PIPE M 140.0000 44,800.00 409.500 57,330.00 (SUBGRADE DRAIN) 87 50 MM PLASTIC PIPE M 105.0000 5,250.00 0.000 0.00 (SUBGRADE DRAIN OUTLET) 88 80 MM PLASTIC PIPE M 106.0000 5,300.00 176.500 18,709.00 (SUBGRADE DRAIN OUTLET) 89 200 MM PERFORATED PLASTIC M 180.0000 300,600.00 1,686.000 303,480.00 PIPE UNDERDRAIN 90 300 MM PERFORATED PLASTIC PIPE M 250.0000 100,000.00 394.000 98,500.00 UNDERDRAIN 91 GEOMEMBRANE (WATER BARRIER) M2 15.0000 5,100.00 320.100 4,801.50 92 200 MM ENTRANCE TAPER EA 390.0000 6,240.00 10.000 3,900.00 93 300 MM ENTRANCE TAPER EA 460.0000 3,220.00 9.000 4,140.00 94 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 2.000 580.00 95 450 MM DOWNDRAIN SLIP JOINT EA 520.0000 1,560.00 3.000 1,560.00 96 600 MM DOWNDRAIN SLIP JOINT EA 710.0000 4,970.00 5.000 3,550.00 97 900 MM BITUMINOUS COATED DOWNDRAIN EA 1,000.0000 1,000.00 0.750 750.00 SLIP JOINT 98 300 MM ANCHOR ASSEMBLY EA 600.0000 5,400.00 5.000 3,000.00 99 450 MM ANCHOR ASSEMBLY EA 675.0000 1,350.00 5.000 3,375.00 00 600 MM ANCHOR ASSEMBLY EA 575.0000 28,175.00 35.000 20,125.00 01 CAST-IN-DRILLED-HOLE CABLE ANCHORAGE M 380.0000 87,400.00 196.600 74,708.00 SYSTEM 02 CABLE ANCHORAGE SYSTEM M 275.0000 49,500.00 149.000 40,975.00 03 300 MM ALTERNATIVE PIPE DOWNDRAIN M 380.0000 29,640.00 59.600 22,648.00 PROGRAM CAS145 PAGE 5 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE DOWNDRAIN M 410.0000 38,950.00 120.360 49,347.60 05 600 MM ALTERNATIVE PIPE DOWNDRAIN M 430.0000 189,200.00 461.600 198,488.00 06 900 MM ALTERNATIVE PIPE DOWNDRAIN M 475.0000 19,475.00 37.000 17,575.00 07 1200 MM BITUMINOUS COATED CORRUGATED M 1,325.0000 14,575.00 10.100 13,382.50 STEEL PIPE RISER (2.77 MM THICK) 08 600 MM STEEL FLARED END SECTION EA 175.0000 525.00 3.000 525.00 09 900 MM STEEL FLARED END SECTION EA 550.0000 550.00 1.000 550.00 10 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 93.0000 41,850.00 90.000 8,370.00 11 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 470.0000 79,900.00 202.810 95,320.70 12 ROCK SLOPE PROTECTION M3 455.0000 1,365.00 2.680 1,219.40 (BACKING NO. 3, METHOD B) 13 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 265.0000 10,600.00 69.680 18,465.20 14 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 265.0000 74,200.00 287.580 76,208.70 15 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,660.00 948.100 1,896.20 16 MISCELLANEOUS IRON AND STEEL KG 4.0000 14,944.00 3,736.000 14,944.00 F) 17 JUNCTION BOX COVER EA 2,400.0000 7,200.00 3.000 7,200.00 18 DELINEATOR (CLASS 1) EA 30.0000 1,980.00 64.000 1,920.00 19 UNDERDRAIN MARKER EA 30.0000 660.00 0.000 0.00 20 MARKER (CULVERT) EA 30.0000 2,220.00 8.000 240.00 21 GUARD RAILING DELINEATOR EA 20.0000 2,800.00 140.000 2,800.00 22 OBJECT MARKER (TYPE L-1) EA 30.0000 360.00 2.000 60.00 23 METAL BEAM GUARD RAILING (WOOD POST) M 71.0000 213,710.00 3,394.000 240,974.00 S) 24 TRANSITION RAILING (TYPE WB) EA 3,500.0000 49,000.00 14.000 49,000.00 S) 25 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 24,000.00 12.000 24,000.00 S) 26 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 6,300.00 133.000 5,985.00 S) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 34,224.00 29,703.000 35,643.60 S) 28 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,600.00 1,129.000 3,387.00 S) 29 PAINT TRAFFIC STRIPE (1-COAT) M 0.8000 2,400.00 3,002.180 2,401.74 S) 30 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.6000 2,288.00 839.000 2,181.40 S) PROGRAM CAS145 PAGE 6 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 7,540.00 2,369.000 7,699.25 S) PROGRAM CAS145 PAGE 7 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-297704 TIME 01:38 PM ESTIMATE NO. 20 BID OPENING 05/23/06 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: BAKER, SCOTT DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 191,356.00 10,314,438.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 58,068.36 935,936.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 249,424.36 11,250,374.46 32 MOBILIZATION LS 948,562.0000 948,562.00 1.000 948,562.00 ORIGINAL CONTRACT AMOUNT 11,603,774.00 TOTAL WORK COMPLETED 249,424.36 12,198,936.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -29,505.70 TOTAL 247,424.36 12,169,430.76 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 06/21/06 300 07/06/06 07/06/06 02/29/08 297 107 0 0 96% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST BAKER, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 02/27/08