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 07/22/11 EST. NO.05 TIME 02:59 PM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- 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 0024 1,467.42 E.W. @ F.A.(+) 052511 N 0021 0 0025 1,404.79 052611 N 0022 0 0026 321.47 052711 N 0023 0 0028 1,404.79 060111 N 0025 0 0030 1,404.79 060211 N 0026 0 0031 1,404.79 060311 N 0027 0 0032 1,376.66 060611 N 0032 0 0033 1,385.60 060711 N 0033 0 0034 1,385.60 060811 N 0034 0 0035 1,385.60 060911 N 0035 0 0036 1,385.60 061011 N 0036 0 0037 430.78 061311 N 0037 0 0038 888.56 061611 N 0038 0 0039 1,338.61 061711 N 0039 0 0040 1,297.71 062011 N 0040 0 0041 888.56 062111 N 0041 0 0042 1,241.07 062211 N 0042 0 0043 946.56 062311 N 0043 0 0044 946.56 062411 N 0044 0 0045 980.23 062711 N 0045 0 0046 947.71 062811 N 0046 0 0047 947.71 062911 N 0047 0 0048 947.71 063011 N 0048 0 002 0001 36,365.51 A.C. @ U.P.(+) 071511 N 001 0 004 0001 662.50 A.C. @ U.P.(+) 050211 N 001 0 006 0034 196.24 E.W. @ F.A.(+) 060211 N 0032 0 0035 228.94 060311 N 0033 0 0036 196.24 060611 N 0036 0 0037 130.82 060711 N 0037 0 0038 98.12 060811 N 0038 0 0039 761.12 060911 N 0039 0 0040 532.18 061011 N 0040 0 0041 326.08 061311 N 0041 0 0042 261.65 061411 N 0042 0 0043 327.06 061511 N 0043 0 0044 261.65 061611 N 0044 0 0045 252.70 062111 N 0045 0 0046 189.52 062211 N 0046 0 0047 793.40 062311 N 0047 0 0048 252.70 062411 N 0048 0 0049 252.70 062711 N 0049 0 0050 163.53 062811 N 0050 0 0051 94.77 062911 N 0051 0 0052 228.94 063011 N 0052 0 68,705.25 TOTAL THIS ESTIMATE 154,434.64 TOTAL PREVIOUS ESTIMATE 223,139.89 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 07/22/11 EST. NO.05 TIME 02:59 PM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED SCHEDULED -263,266.63 03 FAILED TEST 01 -341.71 03 FAILED SCHED W/HOL 263,266.63 04 FAILED SCHED W/HOL -394,422.37 04 FAILED CLASS 4-01 -2,400.00 05 FAILED SCHED WITHOLD -394,811.86 05 FAILED SCHED WITHOLD 394,422.37 05 FAILED TEST 02 -4,525.35 05 FAILED 3/4 HMA COMPA -362,704.04 05 -370,018.88 -764,782.96 LABOR COMPLIANCE VIOLATION O/S PRS FEB -1,000.00 01 O/S PRS MAR -2,000.00 02 O/S PRS APRIL 2011 -5,000.00 03 DEL MAY 2011 -3,000.00 04 PRTL APR 2011 4,000.00 04 PRTL MAR 2011 1,000.00 04 DEL JUN'11 CPR -3,000.00 05 -3,000.00 -9,000.00 TOTAL DEDUCTIONS -373,018.88 -773,782.96 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:59 PM ESTIMATE NO. 05 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 07/22/11 LOCATION RERUN PROGRESS ESTIMATE 11-IMP-78-R9.2/R12.1 ----------------------- GRANITE CONSTRUCTION COMPANY IN IMPERIAL COUNTY NEAR BRAWLEY ON P O BOX 50085 ROUTE 78 AND ON ROUTE 86 WATSONVILLE CA 95077 FED. AID NO. HPLU-6211(94) CONSTRUCT FOUR LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.250 1,875.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 1.000 250.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 2,850.0000 1,182,750.00 21.000 59,850.00 106.000 302,100.00 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,400.00 172.000 2,580.00 05 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.050 625.00 0.255 3,187.50 06 PREPARE STORM WATER POLLUTION LS 250.0000 250.00 0.020 5.00 0.602 150.50 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 6.6000 97,680.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 48,000.00 1.000 6,000.00 6.000 36,000.00 10 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 0.000 0.00 12 STREET SWEEPING LS 78,000.0000 78,000.00 0.050 3,900.00 0.255 19,890.00 13 TEMPORARY HYDRAULIC MULCH M2 0.4200 165,060.00 0.000 0.00 14 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.020 560.00 0.261 7,308.00 15 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.050 3,500.00 0.255 17,850.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 11,951.00 0.000 0.00 17 TRAFFIC PLASTIC DRUM EA 75.0000 1,800.00 0.000 0.00 18 TEMPORARY PAVEMENT MARKER EA 7.7000 7,315.00 0.000 0.00 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 26,000.00 0.203 1,319.50 1.022 6,643.00 20 TEMPORARY RAILING (TYPE K) M 20.0000 40,000.00 0.000 0.00 21 ABANDON CULVERT EA 1,680.0000 1,680.00 0.000 0.00 22 REMOVE FENCE M 6.6000 4,422.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:59 PM ESTIMATE NO. 05 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE BARRICADE EA 15.0000 930.00 0.000 0.00 24 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 15,840.00 0.000 0.00 25 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 33.0000 528.00 0.000 0.00 26 REMOVE CHANNELIZERS EA 11.0000 330.00 0.000 0.00 27 REMOVE ROADSIDE SIGN EA 110.0000 2,860.00 0.000 0.00 28 REMOVE CULVERT M 94.0000 4,042.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 3,700.00 0.000 0.00 30 REMOVE CONCRETE BARRIER (TYPE K) M 21.0000 3,780.00 0.000 0.00 31 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.850 68,000.00 32 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 0.050 3,000.00 0.755 45,300.00 33 ROADWAY EXCAVATION M3 8.0000 3,160,000.00 65,349.269 522,794.15 249,213.612 1,993,708.90 34 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 29,900.00 0.000 0.00 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 205.0000 25,625.00 0.000 0.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 161.0000 61,985.00 0.000 0.00 F) 38 SAND BACKFILL M3 700.0000 2,940.00 0.000 0.00 39 IMPORTED BORROW M3 7.0000 2,919,000.00 59,550.000 416,850.00 247,480.000 1,732,360.00 40 EROSION CONTROL (BFM) M2 0.6800 133,960.00 0.000 0.00 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 42 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 52,500.00 0.000 0.00 43 200 MM CORRUGATED HIGH DENSITY M 90.0000 40,500.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 44 FINISHING ROADWAY LS 20,300.0000 20,300.00 0.000 0.00 45 CLASS 4 AGGREGATE SUBBASE M3 21.5000 752,500.00 4,050.400 87,083.60 4,050.400 87,083.60 46 CLASS 2 AGGREGATE BASE M3 48.5000 1,784,800.00 2,250.230 109,136.16 2,250.230 109,136.16 47 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,200.00 0.000 0.00 48 HOT MIX ASPHALT (TYPE C) TONN 94.0000 125,960.00 0.000 0.00 49 HOT MIX ASPHALT TONN 82.0000 4,608,400.00 4,423.220 362,704.04 4,423.220 362,704.04 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:59 PM ESTIMATE NO. 05 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR HOT MIX ASPHALT TONN 85.0000 25,500.00 0.000 0.00 51 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 52 PLACE HOT MIX ASPHALT DIKE M 3.7000 11,951.00 0.000 0.00 53 TACK COAT TONN 1,000.0000 44,000.00 1.145 1,145.00 1.145 1,145.00 54 CONTINUOUSLY REINFORCED CONCRETE M3 235.0000 7,966,500.00 0.000 0.00 PAVEMENT 55 CONTINUOUSLY REINFORCED CONCRETE M 9.0000 216.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE A) 56 CONTINUOUSLY REINFORCED CONCRETE M 53.0000 1,272.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE D) 57 CONTINUOUSLY REINFORCED CONCRETE M 55.0000 2,585.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 58 CONTINUOUSLY REINFORCED CONCRETE M 442.5000 41,418.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 59 CONTINUOUSLY REINFORCED CONCRETE M 2,620.0000 123,140.00 0.000 0.00 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 60 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE AN) 61 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 62 SHOULDER RUMBLE STRIP STA 116.0000 9,860.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 63 SEAL PAVEMENT JOINT M 3.6000 217,800.00 0.000 0.00 64 FURNISH PILING (CLASS 625) M 30.0000 25,980.00 0.000 0.00 (ALTERNATIVE X) 65 DRIVE PILE (CLASS 625) EA 4,000.0000 128,000.00 0.000 0.00 (ALTERNATIVE X) 66 FURNISH PILING (CLASS 900) M 30.0000 56,700.00 0.000 0.00 (ALTERNATIVE X) 67 DRIVE PILE (CLASS 900) EA 4,000.0000 320,000.00 0.000 0.00 (ALTERNATIVE X) 68 PRESTRESSING CAST-IN-PLACE CONCRETE LS 146,500.0000 146,500.00 0.000 0.00 69 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 62,040.00 0.000 0.00 F) 70 STRUCTURAL CONCRETE, BRIDGE M3 670.0000 998,300.00 0.000 0.00 F) 71 STRUCTURAL CONCRETE, APPROACH SLAB M3 710.0000 95,850.00 0.000 0.00 F) (TYPE N) 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 180,000.00 22.210 33,315.00 F) 73 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,000.0000 26,000.00 0.000 0.00 74 JOINT SEAL (MR 40 MM) M 350.0000 9,100.00 0.000 0.00 75 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 416,500.00 0.000 0.00 F) 76 FURNISH SINGLE SHEET ALUMINUM SIGN M2 174.0000 10,788.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:59 PM ESTIMATE NO. 05 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH SINGLE SHEET ALUMINUM SIGN M2 188.0000 4,512.00 0.000 0.00 (2.0 MM-UNFRAMED) 78 FURNISH SINGLE SHEET ALUMINUM SIGN M2 267.0000 15,486.00 0.000 0.00 (2.0 MM-FRAMED) 79 METAL (RAIL MOUNTED SIGN) KG 39.6000 6,336.00 0.000 0.00 80 ROADSIDE SIGN - ONE POST EA 935.0000 72,930.00 0.000 0.00 81 ROADSIDE SIGN - TWO POST EA 495.0000 6,435.00 0.000 0.00 82 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 248.0000 1,736.00 0.000 0.00 METHOD) 83 200 MM ALTERNATIVE PIPE CULVERT M 170.0000 8,160.00 49.000 8,330.00 84 300 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 0.000 0.00 85 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 112,000.00 3.000 525.00 350.000 61,250.00 86 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 220,500.00 237.000 53,325.00 87 900 MM ALTERNATIVE PIPE CULVERT M 295.0000 20,650.00 0.000 0.00 88 PREFABRICATED VERTICAL DRAIN M 2.0000 294,000.00 156,534.000 313,068.00 89 GRATED LINE DRAIN M 430.0000 28,810.00 0.000 0.00 90 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 670.0000 33,500.00 0.000 0.00 91 600 MM ALTERNATIVE FLARED END SECTION EA 280.0000 2,240.00 0.000 0.00 92 900 MM ALTERNATIVE FLARED END SECTION EA 285.0000 570.00 0.000 0.00 93 ROCK SLOPE PROTECTION M3 250.0000 3,250.00 0.000 0.00 (FACING, METHOD B) 94 CONCRETE (SLOPE PROTECTION) M3 720.0000 108,000.00 0.000 0.00 95 SLOPE PAVING (CONCRETE) M3 900.0000 94,500.00 0.000 0.00 F) 96 ROCK SLOPE PROTECTION FABRIC M2 6.0000 276.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,440.00 0.000 0.00 F) 98 FENCE (TYPE BW, 4-STRAND, METAL POST) M 8.0000 84,000.00 0.000 0.00 99 DELINEATOR (CLASS 1) EA 44.0000 6,160.00 0.000 0.00 00 MILEPOST MARKER EA 55.0000 770.00 0.000 0.00 01 GUARD RAILING DELINEATOR EA 16.5000 1,320.00 0.000 0.00 02 ALTERNATIVE CRASH CUSHION EA 5,900.0000 11,800.00 0.000 0.00 03 METAL BEAM GUARD RAILING M 68.0000 31,280.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:59 PM ESTIMATE NO. 05 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 0.000 0.00 05 RAIL TENSIONING ASSEMBLY EA 270.0000 540.00 0.000 0.00 06 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0.00 07 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60) M 150.0000 52,500.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 732) M 310.0000 128,960.00 0.000 0.00 F) 10 THERMOPLASTIC PAVEMENT MARKING M2 46.2000 21,252.00 0.000 0.00 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 165.00 0.000 0.00 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 12,804.00 0.000 0.00 13 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 385.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 14 PAINT TRAFFIC STRIPE (2-COAT) M 0.7200 37,368.00 0.000 0.00 15 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6500 6,666.00 0.000 0.00 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1500 11,703.00 0.000 0.00 17 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 18 SIGNAL AND LIGHTING LS 250,000.0000 250,000.00 0.000 0.00 19 FLASHING BEACON LS 36,000.0000 36,000.00 0.000 0.00 20 LIGHTING CONDUIT (BRIDGE) LS 11,250.0000 11,250.00 0.000 0.00 21 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 10,500.00 0.000 0.00 F) 22 TRAFFIC MONITORING STATION (LOCATION 1) LS 29,900.0000 29,900.00 0.000 0.00 23 TRAFFIC MONITORING STATION (LOCATION 2) LS 29,900.0000 29,900.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:59 PM ESTIMATE NO. 05 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,579,247.45 5,266,809.70 ADJUSTMENT OF COMPENSATION 37,028.01 127,787.15 EXTRA WORK 31,677.24 95,352.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,647,952.70 5,489,949.59 24 MOBILIZATION LS 845,000.0000 845,000.00 0.750 633,750.00 ORIGINAL CONTRACT AMOUNT 29,508,262.00 TOTAL WORK COMPLETED 1,647,952.70 6,123,699.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -373,018.88 -773,782.96 TOTAL 1,274,933.82 5,349,916.63 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 12/24/10 415 02/23/11 02/17/11 10/15/12 106 0 0 0 20% 26% PROGRESS IS SATISFACTORY RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11