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 05/24/10 EST. NO.05 TIME 04:45 PM R.E. NAME: PATRICK DUSSELL 05-0L70U4 --------------------------------------------------------------------------- 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 0006 33,653.87 E.W. @ F.A.(+) 032510 N 570139 33,653.87 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 33,653.87 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 05/24/10 EST. NO.05 TIME 04:45 PM R.E. NAME: PATRICK DUSSELL 05-0L70U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 01 REC'D ANNUAL CEM4401 10,000.00 03 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 05 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 LOCATION PROGRESS ESTIMATE 05-SCR-17-6.0/12.6 ----------------- KLM CONSTRUCTION INC. IN SANTA CRUZ CO IN AND NEAR SCOTTS 15406 MERIDIAN E SUITE 200 VALLEY AT VARIOUS LOCATIONS FROM PUYAPPUP WA 98375 SANTAS VILLAGE ROAD TO THE SANTA CLARA COUNTY LINE FED. AID NO. HSST-P017(103)E ,PG-P017(103)E UPGRADE GUARDRAIL / CRASH CUSHIONS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 1,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 4,000.0000 920,000.00 15.000 60,000.00 65.000 260,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 1.0000 12,000.00 8,780.200 8,780.20 05 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 0.070 560.00 0.240 1,920.00 06 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 1.000 5,500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 0.5000 1,480.00 122.800 61.40 08 TEMPORARY SILT FENCE LF 5.0000 1,250.00 968.000 4,840.00 09 TEMPORARY GRAVEL BAG BERM LF 10.0000 3,300.00 72.000 720.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 600.0000 4,800.00 1.000 600.00 11 TEMPORARY COVER SQYD 5.0000 500.00 0.000 0.00 12 TEMPORARY CHECK DAM LF 250.0000 4,250.00 5.000 1,250.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 2,500.00 7.000 700.00 14 STREET SWEEPING LS 5,000.0000 5,000.00 0.070 350.00 0.070 350.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.800 36,000.00 17 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.070 3,850.00 0.340 18,700.00 18 TYPE II BARRICADE EA 100.0000 2,600.00 0.000 0.00 19 TYPE III BARRICADE EA 100.0000 1,400.00 0.000 0.00 20 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 8,700.00 2,472.000 1,236.00 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.070 525.00 0.340 2,550.00 22 TEMPORARY RAILING (TYPE K) LF 30.0000 4,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 QUICKCHANGE MOVEABLE BARRIER SYSTEM LF 45.0000 366,300.00 1,398.000 62,910.00 24 SAFEGUARD LINK SYSTEM LF 350.0000 101,500.00 290.000 101,500.00 25 TEMPORARY CRASH CUSHION EA 5,000.0000 10,000.00 2.000 10,000.00 (ABSORB 350 TEST LEVEL 3) 26 TEMPORARY CRASH CUSHION MODULE EA 750.0000 10,500.00 0.000 0.00 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.5000 3,500.00 0.000 0.00 (HAZARDOUS WASTE) 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.5000 20,775.00 1,344.000 3,360.00 STRIPE (HAZARDOUS WASTE) 29 REMOVE WELL EA 1,500.0000 1,500.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING LF 6.0000 41,520.00 1,388.900 8,333.40 31 REMOVE PAINTED TRAFFIC STRIPE LF 1.5000 2,010.00 0.000 0.00 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 16,272.00 1,398.000 2,516.40 33 REMOVE PAVEMENT MARKER EA 2.0000 960.00 190.000 380.00 34 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 11,600.00 818.700 8,187.00 35 REMOVE OVERSIDE DRAIN LF 15.0000 2,400.00 0.000 0.00 36 REMOVE PIPE LF 15.0000 7,500.00 27.000 405.00 27.000 405.00 37 REMOVE INLET EA 15.0000 105.00 2.000 30.00 2.000 30.00 38 SALVAGE TEMPORARY RAILING (TYPE K) LF 25.0000 13,500.00 600.000 15,000.00 39 RECONSTRUCT FENCE (TYPE BW) LF 45.0000 2,835.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 250.0000 2,250.00 2.000 500.00 41 ADJUST PIPE INLET TO GRADE EA 750.0000 1,500.00 0.000 0.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 48,300.00 0.000 0.00 43 REMOVE CONCRETE BARRIER LF 100.0000 8,000.00 0.000 0.00 44 REMOVE CONCRETE HEADLIGHT GLARE SCREEN LF 35.0000 10,150.00 290.000 10,150.00 45 REMOVE CONCRETE BARRIER (TYPE 50) LF 55.0000 31,900.00 290.000 15,950.00 46 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 0.000 0.00 47 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 0.000 0.00 49 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 1.000 55,000.00 PROGRAM CAS145 PAGE 3 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500.00 51 ROADWAY EXCAVATION CY 50.0000 14,000.00 0.000 0.00 52 ROADWAY EXCAVATION (TYPE Z-2) CY 200.0000 178,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 54 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 3,525.00 0.000 0.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 4,200.00 0.000 0.00 F) 56 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 75.0000 63,375.00 77.000 5,775.00 92.000 6,900.00 F) 57 STRUCTURE EXCAVATION (TYPE Z-2) CY 200.0000 30,200.00 42.000 8,400.00 F) (AERIALLY DEPOSITED LEAD) 58 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 420.00 0.000 0.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 1,200.00 0.000 0.00 F) 60 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 60.0000 16,980.00 21.000 1,260.00 21.000 1,260.00 F) 61 LEAN CONCRETE BACKFILL CY 145.0000 29,725.00 24.000 3,480.00 32.000 4,640.00 F) 62 DITCH EXCAVATION CY 350.0000 700.00 0.000 0.00 63 SOIL NAIL ASSEMBLY LF 35.0000 64,400.00 0.000 0.00 F) 64 IMPORTED BORROW CY 4.0000 1,920.00 0.000 0.00 65 IMPORTED MATERIAL (SHOULDER BACKING) TON 45.0000 3,465.00 0.000 0.00 66 EROSION CONTROL (COMPOST BLANKET) CY 15.0000 4,050.00 0.000 0.00 67 LARGE SEDIMENT BARRIER LF 2.0000 15,200.00 0.000 0.00 68 PLANT (GROUP O) EA 5.0000 1,500.00 0.000 0.00 69 PLANT (GROUP M) EA 10.0000 1,500.00 0.000 0.00 70 CLASS 2 AGGREGATE BASE CY 150.0000 108,000.00 0.000 0.00 71 HOT MIX ASPHALT (TYPE A) TON 160.0000 91,200.00 55.880 8,940.80 55.880 8,940.80 72 HOT MIX ASPHALT (OPEN GRADED) TON 115.0000 203,550.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 4.0000 152.00 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 4.0000 720.00 0.000 0.00 75 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 76 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 5,800.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE HOT MIX ASPHALT SQYD 650.0000 6,500.00 0.000 0.00 (MISCELLANEOUS AREA) 78 TACK COAT TON 1.0000 130.00 0.000 0.00 79 STEEL SOLDIER PILE (W12 X 65) LF 48.7500 246,138.75 792.000 38,610.00 1,312.000 63,960.00 80 STEEL SOLDIER PILE (W12 X 96) LF 72.0000 101,160.00 0.000 0.00 81 STEEL SOLDIER PILE (W14 X 132) LF 99.0000 142,560.00 0.000 0.00 82 STEEL SOLDIER PILE (W12 X 72) LF 54.0000 1,998.00 0.000 0.00 83 24" DRILLED HOLE LF 16.0000 106,928.00 843.000 13,488.00 1,507.000 24,112.00 84 30" DRILLED HOLE LF 16.0000 23,040.00 0.000 0.00 85 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 175.0000 16,975.00 0.000 0.00 86 24" CAST-IN-DRILLED-HOLE CONCRETE LF 140.0000 27,720.00 0.000 0.00 PILING (RETAINING WALL) 87 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 20,300.00 0.000 0.00 F) 88 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 18,500.00 0.000 0.00 F) 89 STRUCTURAL CONCRETE, BARRIER SLAB CY 155.0000 290,315.00 0.000 0.00 F) 90 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 3,000.00 0.000 0.00 F) (TYPE EQ) 91 CLASS 2 CONCRETE BACKFILL CY 170.0000 128,180.00 70.000 11,900.00 124.000 21,080.00 F) 92 MINOR CONCRETE (MINOR STRUCTURE) CY 450.0000 13,050.00 0.000 0.00 F) 93 JOINT SEAL (MR 1/2") LF 55.0000 440.00 0.000 0.00 94 BAR REINFORCING STEEL (BRIDGE) LB 2.5000 62,500.00 0.000 0.00 F) 95 BAR REINFORCING STEEL (RETAINING WALL) LB 2.5000 32,075.00 0.000 0.00 F) 96 SHOTCRETE CY 500.0000 14,500.00 0.000 0.00 F) 97 TIMBER LAGGING MFBM 1,500.0000 69,000.00 1.950 2,925.00 2.400 3,600.00 F) 98 CLEAN AND PAINT SOLDIER PILE LS 20,000.0000 20,000.00 0.100 2,000.00 0.200 4,000.00 99 18" ALTERNATIVE PIPE CULVERT LF 95.0000 21,850.00 0.000 0.00 00 24" ALTERNATIVE PIPE CULVERT LF 95.0000 570.00 0.000 0.00 01 60" REINFORCED CONCRETE PIPE (CLASS IV) LF 450.0000 4,950.00 0.000 0.00 02 12" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 300.00 0.000 0.00 03 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 35.0000 525.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 6" NON-PERFORATED PLASTIC PIPE LF 35.0000 560.00 0.000 0.00 UNDERDRAIN 05 18" HDPE (SDR21) AP DOWNDRAIN LF 100.0000 26,000.00 0.000 0.00 06 SOIL NAIL ANCHORAGE SYSTEM EA 5,000.0000 10,000.00 0.000 0.00 07 EARTH ANCHORAGE SYSTEM EA 5,000.0000 5,000.00 0.000 0.00 08 18" ALTERNATIVE FLARED END SECTION EA 1,500.0000 15,000.00 0.000 0.00 09 24" ALTERNATIVE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 10 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 100.0000 8,600.00 0.000 0.00 11 ROCK SLOPE PROTECTION CY 100.0000 3,600.00 0.000 0.00 (BACKING NO. 1, METHOD B) 12 ROCK SLOPE PROTECTION CY 100.0000 400.00 0.000 0.00 (BACKING NO. 2, METHOD B) 13 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 540.00 0.000 0.00 14 MISCELLANEOUS IRON AND STEEL LB 5.0000 20,555.00 0.000 0.00 F) 15 MISCELLANEOUS METAL LB 12.0000 37,260.00 0.000 0.00 F) (MAINTENANCE PLATFORM) 16 METAL BEAM GUARD RAILING (STEEL POST) LF 30.0000 80,100.00 2,668.200 80,046.00 17 METAL BEAM GUARD RAIL (7' STEEL POST) LF 37.0000 1,184.00 32.000 1,184.00 18 CONCRETE BARRIER TRANSITION LF 175.0000 19,250.00 0.000 0.00 19 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 0.000 0.00 20 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 11.000 8,800.00 21 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 1.000 3,000.00 22 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 2.000 4,000.00 23 CRASH CUSHION, SAND FILLED EA 5,000.0000 5,000.00 0.000 0.00 24 ALTERNATIVE CRASH CUSHION SYSTEM EA 15,000.0000 135,000.00 1.000 15,000.00 25 CONCRETE BARRIER (TYPE 60) LF 90.0000 23,400.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60G) LF 125.0000 32,500.00 0.000 0.00 27 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 45.0000 170,100.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 732B) LF 45.0000 109,800.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 45.0000 34,200.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 736B) LF 45.0000 14,850.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,100.00 0.000 0.00 32 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 15,540.00 0.000 0.00 (SPRAYABLE) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,050.00 0.000 0.00 34 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 35 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM 36 MODIFY LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L70U4 TIME 04:45 PM ESTIMATE NO. 05 BID OPENING 11/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 154,098.80 902,602.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 33,653.87 33,653.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 187,752.67 936,256.07 37 MOBILIZATION LS 535,000.0000 535,000.00 0.950 508,250.00 ORIGINAL CONTRACT AMOUNT 5,477,832.75 TOTAL WORK COMPLETED 187,752.67 1,444,506.07 MATERIALS ON HAND ON SITE 637,561.26 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 177,752.67 2,072,067.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (NATURALLY OCCURING ASBESTN 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 12/22/09 230 01/13/10 01/14/10 02/09/11 46 39 0 0 26% 20% PROGRESS IS SATISFACTORY PATRICK DUSSELL RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 05/24/10