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 01/24/12 EST. NO.11 TIME 08:33 AM 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 0096 492.70 E.W. @ F.A.(+) 101811 N 0096 0 0097 378.34 101911 N 0097 0 0098 131.51 102811 N 0098 0 0099 379.04 111711 N 0099 0 0100 391.02 112911 N 0100 0 0101 131.51 121911 N 0101 0 0102 105.21 122011 N 0102 0 0103 78.91 122111 N 0103 0 0104 83.59 122311 N 0104 0 004 0005 1,800.00 A.C. @ U.P.(+) 120111 N 0005 0 006 0070 204.90 E.W. @ F.A.(+) 090911 N 0070 0 0071 157.91 082611 N 0071 0 0072 94.76 111811 N 0072 0 0073 139.30 112111 N 0073 0 009 0010 135.61 E.W. @ F.A.(+) 092811 N 0010 0 4,704.31 TOTAL THIS ESTIMATE 310,437.86 TOTAL PREVIOUS ESTIMATE 315,142.17 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 01/24/12 EST. NO.11 TIME 08:33 AM 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 FAILED SCHED WITHOL 394,811.86 06 FAILED COMPACTION 1B -196.85 07 FAILED TEST SB -432.82 08 FAILED TEST 04 -1,141.07 08 3/4 HMA COMP 362,704.04 08 FAILED CLASS 4 -760.95 09 FAILED TEST 05 -1,419.42 09 FAILED - HMA -524,734.89 10 FAILED CLASS - 4 760.95 10 FAILED CLASS - 4 -64.50 10 FAILED TEST - 06 -2,801.19 10 FAILED CLASS 2 -2,400.00 11 FAILED TEST 07 -1,509.46 11 RESTAKING CHARGE -17,899.83 11 -21,809.29 -559,867.09 EQUAL EMPLOYMENT OPPORTUNITY DEL 1391 -10,000.00 06 0.00 -10,000.00 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 DEL JULY 2011 -3,000.00 06 REC'D FEB 2011 DEL 1,000.00 06 DEL AUG 2011 CPR -4,000.00 07 RECD APR 2011 DEL 1,000.00 07 DEL SEPT 11/INQ SEPT -3,000.00 08 PRTL JULY 11 DEL 1,000.00 08 DEL OCT 11 CPR -3,000.00 09 DEL NOV 11 CPR -4,000.00 10 PRTL AUG 11 DEL 2,000.00 10 RECD MARCH 11 DEL 1,000.00 10 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/24/12 EST. NO.11 TIME 08:33 AM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL DEC 11 CPR -2,000.00 11 PRTL NOV 11 DEL 2,000.00 11 PRTL SEPT 11 DEL/INQ 1,000.00 11 1,000.00 -19,000.00 TOTAL DEDUCTIONS -20,809.29 -588,867.09 PROGRAM CAS145 PAGE 1 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 08:33 AM ESTIMATE NO. 11 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 01/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 01/24/12 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.500 3,750.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 2.000 500.00 003 TIME-RELATED OVERHEAD WDAY 2,850.0000 1,182,750.00 16.000 45,600.00 224.000 638,400.00 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,400.00 172.000 2,580.00 005 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.039 487.50 0.540 6,750.00 006 PREPARE STORM WATER POLLUTION LS 250.0000 250.00 0.016 4.00 0.716 179.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.6000 97,680.00 141.000 930.60 7,147.000 47,170.20 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 1.000 2,500.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 48,000.00 7.000 42,000.00 010 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 3.000 1,500.00 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 0.000 0.00 012 STREET SWEEPING LS 78,000.0000 78,000.00 0.039 3,042.00 0.540 42,120.00 013 TEMPORARY HYDRAULIC MULCH M2 0.4200 165,060.00 149,851.800 62,937.76 014 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.075 2,100.00 0.523 14,644.00 015 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.039 2,730.00 0.540 37,800.00 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 11,951.00 789.000 1,341.30 017 TRAFFIC PLASTIC DRUM EA 75.0000 1,800.00 10.000 750.00 018 TEMPORARY PAVEMENT MARKER EA 7.7000 7,315.00 0.000 0.00 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 26,000.00 0.154 1,001.00 2.159 14,033.50 020 TEMPORARY RAILING (TYPE K) M 20.0000 40,000.00 109.800 2,196.00 021 ABANDON CULVERT EA 1,680.0000 1,680.00 0.000 0.00 022 REMOVE FENCE M 6.6000 4,422.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 08:33 AM ESTIMATE NO. 11 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 01/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE BARRICADE EA 15.0000 930.00 0.000 0.00 024 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 15,840.00 0.000 0.00 025 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 33.0000 528.00 0.000 0.00 026 REMOVE CHANNELIZERS EA 11.0000 330.00 0.000 0.00 027 REMOVE ROADSIDE SIGN EA 110.0000 2,860.00 0.000 0.00 028 REMOVE CULVERT M 94.0000 4,042.00 0.000 0.00 029 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 3,700.00 0.000 0.00 030 REMOVE CONCRETE BARRIER (TYPE K) M 21.0000 3,780.00 0.000 0.00 031 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.850 68,000.00 032 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 1.000 60,000.00 033 ROADWAY EXCAVATION M3 8.0000 3,160,000.00 196.458 1,571.66 409,869.442 3,278,955.54 034 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 035 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 29,900.00 460.000 29,900.00 (F) 036 STRUCTURE EXCAVATION (TYPE D) M3 205.0000 25,625.00 12.500 2,562.50 125.000 25,625.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 161.0000 61,985.00 135.850 21,871.85 154.000 24,794.00 (F) 038 SAND BACKFILL M3 700.0000 2,940.00 0.000 0.00 039 IMPORTED BORROW M3 7.0000 2,919,000.00 355,780.000 2,490,460.00 040 EROSION CONTROL (BFM) M2 0.6800 133,960.00 0.000 0.00 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 042 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 52,500.00 0.000 0.00 043 200 MM CORRUGATED HIGH DENSITY M 90.0000 40,500.00 141.300 12,717.00 POLYETHYLENE PIPE CONDUIT 044 FINISHING ROADWAY LS 20,300.0000 20,300.00 0.000 0.00 045 CLASS 4 AGGREGATE SUBBASE M3 21.5000 752,500.00 31,873.743 685,285.47 046 CLASS 2 AGGREGATE BASE M3 48.5000 1,784,800.00 4,543.110 220,340.84 19,665.732 953,788.00 047 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,200.00 0.000 0.00 048 HOT MIX ASPHALT (TYPE C) TONN 94.0000 125,960.00 0.000 0.00 049 HOT MIX ASPHALT TONN 82.0000 4,608,400.00 1,058.715 86,814.63 13,856.749 1,136,253.42 PROGRAM CAS145 PAGE 3 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 08:33 AM ESTIMATE NO. 11 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 01/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR HOT MIX ASPHALT TONN 85.0000 25,500.00 0.000 0.00 051 DATA CORE LS 4,000.0000 4,000.00 0.080 320.00 052 PLACE HOT MIX ASPHALT DIKE M 3.7000 11,951.00 0.000 0.00 053 TACK COAT TONN 1,000.0000 44,000.00 1.305 1,305.00 054 CONTINUOUSLY REINFORCED CONCRETE M3 235.0000 7,966,500.00 0.000 0.00 PAVEMENT 055 CONTINUOUSLY REINFORCED CONCRETE M 9.0000 216.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE A) 056 CONTINUOUSLY REINFORCED CONCRETE M 53.0000 1,272.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE D) 057 CONTINUOUSLY REINFORCED CONCRETE M 55.0000 2,585.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 058 CONTINUOUSLY REINFORCED CONCRETE M 442.5000 41,418.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 059 CONTINUOUSLY REINFORCED CONCRETE M 2,620.0000 123,140.00 0.000 0.00 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 060 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE AN) 061 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 062 SHOULDER RUMBLE STRIP STA 116.0000 9,860.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 063 SEAL PAVEMENT JOINT M 3.6000 217,800.00 0.000 0.00 064 FURNISH PILING (CLASS 625) M 30.0000 25,980.00 865.520 25,965.60 (ALTERNATIVE X) 065 DRIVE PILE (CLASS 625) EA 4,000.0000 128,000.00 32.000 128,000.00 (ALTERNATIVE X) 066 FURNISH PILING (CLASS 900) M 30.0000 56,700.00 1,889.392 56,681.76 (ALTERNATIVE X) 067 DRIVE PILE (CLASS 900) EA 4,000.0000 320,000.00 80.000 320,000.00 (ALTERNATIVE X) 068 PRESTRESSING CAST-IN-PLACE CONCRETE LS 146,500.0000 146,500.00 0.000 0.00 069 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 62,040.00 40.000 13,200.00 188.000 62,040.00 (F) 070 STRUCTURAL CONCRETE, BRIDGE M3 670.0000 998,300.00 40.000 26,800.00 196.000 131,320.00 (F) 071 STRUCTURAL CONCRETE, APPROACH SLAB M3 710.0000 95,850.00 0.000 0.00 (F) (TYPE N) 072 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 180,000.00 49.840 74,760.00 (F) 073 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,000.0000 26,000.00 0.000 0.00 074 JOINT SEAL (MR 40 MM) M 350.0000 9,100.00 0.000 0.00 075 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 416,500.00 16,412.000 28,721.00 37,194.000 65,089.50 (F) 076 FURNISH SINGLE SHEET ALUMINUM SIGN M2 174.0000 10,788.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 08:33 AM ESTIMATE NO. 11 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 01/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN M2 188.0000 4,512.00 0.000 0.00 (2.0 MM-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN M2 267.0000 15,486.00 0.000 0.00 (2.0 MM-FRAMED) 079 METAL (RAIL MOUNTED SIGN) KG 39.6000 6,336.00 0.000 0.00 080 ROADSIDE SIGN - ONE POST EA 935.0000 72,930.00 0.000 0.00 081 ROADSIDE SIGN - TWO POST EA 495.0000 6,435.00 0.000 0.00 082 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 248.0000 1,736.00 0.000 0.00 METHOD) 083 200 MM ALTERNATIVE PIPE CULVERT M 170.0000 8,160.00 49.000 8,330.00 084 300 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 166.000 29,050.00 085 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 112,000.00 350.000 61,250.00 086 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 220,500.00 749.000 168,525.00 087 900 MM ALTERNATIVE PIPE CULVERT M 295.0000 20,650.00 71.000 20,945.00 088 PREFABRICATED VERTICAL DRAIN M 2.0000 294,000.00 156,534.000 313,068.00 089 GRATED LINE DRAIN M 430.0000 28,810.00 0.000 0.00 090 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 670.0000 33,500.00 0.000 0.00 091 600 MM ALTERNATIVE FLARED END SECTION EA 280.0000 2,240.00 0.000 0.00 092 900 MM ALTERNATIVE FLARED END SECTION EA 285.0000 570.00 0.000 0.00 093 ROCK SLOPE PROTECTION M3 250.0000 3,250.00 0.000 0.00 (FACING, METHOD B) 094 CONCRETE (SLOPE PROTECTION) M3 720.0000 108,000.00 0.000 0.00 095 SLOPE PAVING (CONCRETE) M3 900.0000 94,500.00 0.000 0.00 (F) 096 ROCK SLOPE PROTECTION FABRIC M2 6.0000 276.00 0.000 0.00 097 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,440.00 0.000 0.00 (F) 098 FENCE (TYPE BW, 4-STRAND, METAL POST) M 8.0000 84,000.00 0.000 0.00 099 DELINEATOR (CLASS 1) EA 44.0000 6,160.00 0.000 0.00 100 MILEPOST MARKER EA 55.0000 770.00 0.000 0.00 101 GUARD RAILING DELINEATOR EA 16.5000 1,320.00 0.000 0.00 102 ALTERNATIVE CRASH CUSHION EA 5,900.0000 11,800.00 0.000 0.00 103 METAL BEAM GUARD RAILING M 68.0000 31,280.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 08:33 AM ESTIMATE NO. 11 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 01/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 0.000 0.00 105 RAIL TENSIONING ASSEMBLY EA 270.0000 540.00 0.000 0.00 106 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0.00 107 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 0.000 0.00 108 CONCRETE BARRIER (TYPE 60) M 150.0000 52,500.00 0.000 0.00 109 CONCRETE BARRIER (TYPE 732) M 310.0000 128,960.00 0.000 0.00 (F) 110 THERMOPLASTIC PAVEMENT MARKING M2 46.2000 21,252.00 0.000 0.00 111 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 165.00 0.000 0.00 112 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 12,804.00 0.000 0.00 113 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 385.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 114 PAINT TRAFFIC STRIPE (2-COAT) M 0.7200 37,368.00 0.000 0.00 115 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6500 6,666.00 0.000 0.00 116 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1500 11,703.00 0.000 0.00 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 118 SIGNAL AND LIGHTING LS 250,000.0000 250,000.00 0.000 0.00 119 FLASHING BEACON LS 36,000.0000 36,000.00 0.000 0.00 120 LIGHTING CONDUIT (BRIDGE) LS 11,250.0000 11,250.00 0.000 0.00 121 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 10,500.00 0.000 0.00 (F) 122 TRAFFIC MONITORING STATION (LOCATION 1) LS 29,900.0000 29,900.00 0.000 0.00 123 TRAFFIC MONITORING STATION (LOCATION 2) LS 29,900.0000 29,900.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 08:33 AM ESTIMATE NO. 11 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 01/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 457,777.58 11,153,580.05 ADJUSTMENT OF COMPENSATION 1,800.00 165,137.45 EXTRA WORK 2,904.31 150,004.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 462,481.89 11,468,722.22 124 MOBILIZATION LS 845,000.0000 845,000.00 0.950 802,750.00 ORIGINAL CONTRACT AMOUNT 29,508,262.00 TOTAL WORK COMPLETED 462,481.89 12,271,472.22 MATERIALS ON HAND ON SITE 55,677.89 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,809.29 -588,867.09 TOTAL 441,672.60 11,738,283.02 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 12/24/10 415 02/23/11 02/17/11 10/23/12 224 0 0 0 41% 54% PROGRESS IS SATISFACTORY RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/12