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.25 TIME 07:32 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0287 1,613.09 E.W. @ F.A.(+) 072511 N 0857.0 0337 817.61 102611 N 1110.0 0342 1,581.93 121511 N 1132.0 0343 385.62 122111 N 1133.0 0344 511.84 122211 N 1134.0 006 0056 2,559.46 E.W. @ F.A.(+) 012511 N 0928.0 0058 3,955.14 051111 N 0996.0 0059 3,649.12 051211 N 0997.0 0063 3,575.07 052311 N 1005.0 0064 3,008.26 052411 N 1006.0 0069 865.58 072611 N 1011.0 0070 1,225.00 092211 N 1013.0 0071 2,249.29 092711 N 1014.0 0072 2,799.36 092811 N 1015.0 0073 1,422.79 092911 N 1016.0 0074 2,258.14 101111 N 1017.0 0077 2,123.36 012411 N 0927.0 0080 2,843.61 020211 N 0931.0 0081 2,895.53 020311 N 0932.0 0082 2,762.74 020411 N 0933.0 0092 1,416.79 032411 N 0945.0 0097 1,744.56 041211 N 0950.0 0099 2,280.74 042211 N 0952.0 0101 3,060.90 012811 N 0929.0 0102 2,741.33 020111 N 0930.0 0109 4,726.32 050211 N 0960.0 0110 4,383.25 050511 N 0961.0 0114 8,023.18 051211 N 0965.0 0126 360.56 071111 N 0977.0 0128 365.82 072111 N 0979.0 0129 2,923.12 072611 N 0980.0 0130 1,456.86 072711 N 0981.0 0131 5,230.58 072811 N 0982.0 0132 3,355.35 072911 N 0983.0 0137 1,682.48 080311 N 1012.0 0150 1,072.27 051111 N 1026.0 0151 1,519.92 051211 N 1027.0 0152 262.73 102511 N 1115.0 0153 262.73 102611 N 1116.0 009 0024 268.08 E.W. @ F.A.(+) 111511 N 1073.0 011 0064 767.08 E.W. @ F.A.(+) 020411 N 1123.0 0065 585.02 020711 N 1124.0 0068 698.41 021711 N 1127.0 0069 659.10 030411 N 1128.0 0073 1,768.69 030911 N 1135.0 0075 244.19 031111 N 1137.0 0078 574.45 032411 N 1140.0 0079 664.19 020311 N 1141.0 0080 580.09 040711 N 1142.0 0091 753.42 061411 N 1153.0 0094 1,714.11 062011 N 1158.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/24/12 EST. NO.25 TIME 07:32 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0095 1,217.93 062111 N 1159.0 0096 583.38 080311 N 1160.0 0098 45.09 061511 N 1154.0 0099 1,788.66 061511 N 1155.0 0103 1,521.77 081011 N 1165.0 0104 365.75 081111 N 1166.0 0106 638.02 092211 N 1168.0 014 0008 1,862.50 E.W. @ F.A.(+) 112911 N 1062.0 015 0076 3,240.91 E.W. @ F.A.(+) 122311 N 1119.0 022 0080 494.80 E.W. @ F.A.(+) 111811 N 1089.0 0081 145.54 112311 N 1090.0 0096 641.88 102811 N 1114.0 028 0021 407.44 E.W. @ F.A.(+) 010412 N 1173.0 0023 2,537.03 122811 N 1179.0 029 0009 2,371.88 E.W. @ F.A.(+) 082911 N 1018.0 047 0086 404.99 E.W. @ F.A.(+) 111011 N 1085.0 0088 558.99 110311 N 1087.0 0089 951.26 102111 N 1088.0 052 0007 2,208.22 E.W. @ F.A.(+) 081811 N 1093.0 075 0036 50,273.48 E.W. @ F.A.(+) 102511 N 0884.0 0047 4,718.79 110311 N 1064.0 0048 111,888.06 110311 N 1065.0 0049 1,145.44 110411 N 1066.0 0050 931.85 110711 N 1067.0 0051 5,792.50 110811 N 1068.0 0052 4,795.85 110911 N 1069.0 0053 7,620.71 111011 N 1070.0 0054 3,375.67 111411 N 1072.0 0055 5,750.61 111511 N 1074.0 0056 3,626.39 111811 N 1075.0 0057 5,970.46 111611 N 1076.0 0058 5,970.46 111711 N 1077.0 0059 3,463.75 112211 N 1078.0 0060 4,264.47 112311 N 1079.0 0062 4,347.76 112811 N 1081.0 0063 5,192.30 112911 N 1082.0 0064 5,849.91 113011 N 1083.0 0065 3,503.51 120111 N 1084.0 359,716.87 TOTAL THIS ESTIMATE 2,102,152.77 TOTAL PREVIOUS ESTIMATE 2,461,869.64 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.25 TIME 07:32 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -560,000.00 06 PERFORMANCE FAILURE 560,000.00 08 CIDH PILES 2L,6R,7R -8,155.00 11 SUB VIOLATIONS -25,299.00 12 CIDH PILE DEDUCTION -400.00 15 CIDH PILE DEDUCTION -400.00 16 0.00 -34,254.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB -2,000.00 02 O/S PRS MARCH -3,500.00 03 PRTL PRS FEB 1,000.00 03 O/S PRS APRIL -2,000.00 04 PRS RECD FEB 1,000.00 04 O/S PRS MAY -10,000.00 05 O/S PRS JUNE -10,000.00 06 PRTL PRS MARCH 2,000.00 06 PRTL PRS MAY 7,000.00 06 O/S PRS JULY -10,000.00 08 PRS RECD MAR 1,500.00 08 PRS RECD APR 2,000.00 08 PRTL PRS RECD JUNE 8,000.00 08 O/S PRS AUG -5,000.00 09 PRS RECD MAY 3,000.00 09 PRS RECD JUNE 2,000.00 09 PRS RECD JULY 10,000.00 09 O/S PRS SEPT -10,000.00 10 PRTL PRS AUG 3,000.00 10 O/S PRS OCT -10,000.00 11 O/S PRS NOV -10,000.00 12 PRTL PRS RECD SEPT 5,000.00 12 O/S PRS DEC -10,000.00 13 PRTL PRS RECD SEPT 1,000.00 13 PRTL PRS RECD OCT 5,000.00 13 O/S PRS JAN -10,000.00 14 PRS RECD DEC 10 10,000.00 14 PRS RECD NOV 10 10,000.00 14 PRS RECD SEPT 10 4,000.00 14 PRS RECD OCT 10 5,000.00 14 O/S PRS FEB -10,000.00 15 PRS RECD AUG 10 2,000.00 15 PRS RECD JAN 10,000.00 15 O/S PRS MAR -3,000.00 16 PRTL PRS RECD FEB 7,000.00 16 O/S PRS APRIL 2011 -4,000.00 17 PRS RECD FEB 2011 3,000.00 17 PRS RECD MARCH 2011 3,000.00 17 DEL MAY 2011 CPR -10,000.00 18 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.25 TIME 07:32 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD APR 2011 CPR 4,000.00 18 DEL JUN'11CPR -4,000.00 19 PRTL MAY'11DEL 8,000.00 19 DEL JULY 2011 CPRS -10,000.00 20 RECD JUNE 2011 CPS 4,000.00 20 RECD MAY 2011 CPRS 2,000.00 20 DEL AUG CPR -10,000.00 21 DEL SEPT CPR -6,000.00 22 PRTL AUG 11 DEL 8,000.00 22 RECD JULY 11 DEL 4,000.00 22 DEL OCT 11 CPR -2,000.00 23 PRTL JULY 11 DEL 5,000.00 23 RECD SEPT 11 DEL 6,000.00 23 DEL NOV 11 CPR -4,000.00 24 DEL DEC 11 CPR -1,000.00 25 PRTL NOV 11 DEL 3,000.00 25 RECD AUG 11 DEL 2,000.00 25 RECD JULY 11 DEL 1,000.00 25 RECD OCT 11 DEL 2,000.00 25 7,000.00 -2,000.00 TOTAL DEDUCTIONS 7,000.00 -36,254.00 PROGRAM CAS145 PAGE 1 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 01/24/12 LOCATION PROGRESS ESTIMATE 11-SD-76-R7.3/13.1 ----------------- FLATIRON WEST INC. IN SAN DIEGO COUNTY IN AND NEAR 1770 LA COSTA MEADOWS DRIVE OCEANSIDE FROM 0.8 KM WEST OF SAN MARCOS CA 92076 MELROSE DRIVE TO 1.0 KM EAST OF SOUTH MISSION ROAD FED. AID NO. ARRA-P076(24)E ,L-P076(24)E CONSTRUCT FOUR LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 12,000.0000 12,000.00 0.750 9,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,500.00 2.000 500.00 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 20.000 40,000.00 445.000 890,000.00 004 TEMPORARY FENCE (TYPE ESA) M 9.0000 193,500.00 8,882.440 79,941.96 005 EXISTING TEMPORARY ARROYO TOAD FENCE LS 27,000.0000 27,000.00 0.650 17,550.00 006 TEMPORARY ARROYO TOAD FENCE M 29.0000 39,440.00 2,285.120 66,268.48 007 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.031 3,875.00 0.685 85,625.00 008 PREPARE STORM WATER POLLUTION LS 600.0000 600.00 0.012 7.20 0.774 464.40 PREVENTION PLAN 009 TEMPORARY FIBER ROLL M 3.2500 646,750.00 2,891.750 9,398.19 30,022.240 97,572.28 010 TEMPORARY SILT FENCE M 2.0000 112,800.00 61.000 122.00 4,799.340 9,598.68 011 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 270,000.00 1.000 6,000.00 22.800 136,800.00 012 TEMPORARY CHECK DAM M 4.1500 146,910.00 250.000 1,037.50 6,782.580 28,147.71 013 MOVE-IN/MOVE-OUT EA 500.0000 17,500.00 1.000 500.00 17.000 8,500.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 56,700.00 88.000 6,160.00 015 TEMPORARY HYDRAULIC MULCH M2 0.3500 399,000.00 23,359.430 8,175.80 293,425.550 102,698.94 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 60,000.0000 60,000.00 0.031 1,860.00 0.685 41,100.00 017 TEMPORARY CONCRETE WASHOUT BIN EA 700.0000 25,900.00 57.000 39,900.00 018 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.012 540.00 0.674 30,330.00 019 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.031 6,200.00 0.685 137,000.00 020 TYPE III BARRICADE EA 100.0000 21,000.00 42.000 4,200.00 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 4,080.00 479.340 2,876.04 022 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 31,430.00 26,305.600 18,413.92 PROGRAM CAS145 PAGE 2 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 350.00 0.000 0.00 024 TRAFFIC PLASTIC DRUM EA 35.0000 32,200.00 571.000 19,985.00 025 TEMPORARY PAVEMENT MARKER EA 3.5000 31,920.00 3,206.000 11,221.00 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,300.0000 126,000.00 0.615 3,874.50 13.692 86,259.60 027 TEMPORARY RAILING (TYPE K) M 15.0000 324,000.00 9,213.100 138,196.50 028 TEMPORARY CRASH CUSHION MODULE EA 250.0000 35,000.00 124.000 31,000.00 029 TEMPORARY CRASH CUSHION (ADIEM) EA 6,500.0000 123,500.00 6.000 39,000.00 030 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 031 ABANDON CULVERT M 100.0000 42,000.00 285.680 28,568.00 032 REMOVE CHAIN LINK FENCE M 10.0000 4,700.00 2,450.590 24,505.90 033 REMOVE METAL BEAM GUARD RAILING M 25.0000 28,250.00 95.000 2,375.00 477.630 11,940.75 034 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 6.0000 2,640.00 506.000 3,036.00 035 REMOVE TRAFFIC STRIPE M 0.5000 63,500.00 30,892.500 15,446.25 036 REMOVE PAVEMENT MARKING M2 5.0000 4,150.00 353.580 1,767.90 037 REMOVE ROADSIDE SIGN EA 100.0000 19,000.00 146.000 14,600.00 038 REMOVE ASPHALT CONCRETE DIKE M 18.0000 11,520.00 90.000 1,620.00 039 REMOVE CULVERT M 107.0000 78,110.00 388.790 41,600.53 040 REMOVE INLET EA 675.0000 13,500.00 2.000 1,350.00 041 REMOVE HEADWALL EA 552.0000 22,080.00 10.000 5,520.00 042 REMOVE ROCK SLOPE PROTECTION M3 150.0000 300.00 1.000 150.00 043 RESET ROADSIDE SIGN EA 325.0000 650.00 0.000 0.00 044 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0.00 045 ADJUST FRAME AND COVER TO GRADE EA 2,600.0000 41,600.00 0.000 0.00 046 ADJUST WATER VALVE EA 325.0000 3,575.00 3.500 1,137.50 047 ADJUST SEWER MANHOLE EA 1,800.0000 3,600.00 3.000 5,400.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 72,300.00 1,058.000 3,174.00 049 REMOVE CONCRETE M 23.0000 68,310.00 81.000 1,863.00 983.000 22,609.00 PROGRAM CAS145 PAGE 3 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 REMOVE CONCRETE BARRIER (TYPE K) M 11.0000 5,390.00 494.000 5,434.00 051 REMOVE CONCRETE (MISCELLANEOUS) M3 43.0000 46,440.00 173.930 7,478.99 052 BRIDGE REMOVAL, LOCATION A LS 35,000.0000 35,000.00 0.000 0.00 053 BRIDGE REMOVAL, LOCATION B LS 29,000.0000 29,000.00 0.000 0.00 054 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 0.000 0.00 055 CLEARING AND GRUBBING HA 4,500.0000 288,000.00 86.020 387,090.00 056 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.031 2,325.00 0.685 51,375.00 057 ROADWAY EXCAVATION M3 5.0000 5,550,000.00 1,093,571.645 5,467,858.23 058 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 059 REMOVE MUD, SAND AND DEBRIS (IN CULVERT) M 58.0000 28,420.00 297.660 17,264.28 060 SETTLEMENT DEVICES LS 25,000.0000 25,000.00 1.000 25,000.00 061 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 204,375.00 2,725.000 204,375.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 68.0000 148,240.00 470.000 31,960.00 063 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 90,300.00 206.000 7,210.00 2,580.000 90,300.00 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 66,850.00 570.000 19,950.00 065 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 9,750.00 0.000 0.00 WALL) 066 DECOMPOSED GRANITE M3 45.0000 13,500.00 0.000 0.00 067 SAND BACKFILL M3 75.0000 23,250.00 87.900 6,592.50 142.655 10,699.13 068 DITCH EXCAVATION M3 50.0000 65,500.00 588.880 29,444.00 069 HIGHWAY PLANTING LS 0.0000 1,000,000.00 0.000 0.00 070 DUFF M2 1.9000 910,100.00 15,664.000 29,761.60 411,472.000 781,796.80 071 DRAINAGE INLET PROTECTION EA 126.0000 23,940.00 0.000 0.00 (EROSION CONTROL) 072 CHECK DAM (EROSION CONTROL) M 9.0000 96,300.00 0.000 0.00 073 EROSION CONTROL (TYPE D) HA 8,600.0000 404,200.00 2.000 17,200.00 074 EROSION CONTROL (NETTING) M2 2.9000 79,750.00 0.000 0.00 075 FIBER ROLLS M 8.0000 574,400.00 25,853.250 206,826.00 076 EROSION CONTROL HYDRAULIC MULCH M2 0.6000 300,000.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) PROGRAM CAS145 PAGE 4 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 5,500.00 0.000 0.00 078 PLANT (GROUP W) EA 6.0000 3,840.00 0.000 0.00 079 SEEDING HA 4,000.0000 28,000.00 0.000 0.00 080 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.031 1,240.00 0.685 27,400.00 081 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 082 MAINTAIN EXISTING IRRIGATION FACILITIES LS 44,000.0000 44,000.00 0.031 1,364.00 0.685 30,140.00 083 IRRIGATION SYSTEM LS 300,000.0000 1,300,000.00 0.000 0.00 084 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 37,500.00 31.100 9,330.00 125.000 37,500.00 085 WATER METER EA 74,000.0000 666,000.00 7.000 518,000.00 086 200 MM CORRUGATED HIGH DENSITY M 190.0000 81,700.00 16.150 3,068.50 204.850 38,921.50 POLYETHYLENE PIPE CONDUIT 087 250 MM CORRUGATED HIGH DENSITY M 195.0000 35,100.00 17.200 3,354.00 POLYETHYLENE PIPE CONDUIT 088 EXTEND 350 MM CONDUIT M 700.0000 1,400.00 0.000 0.00 089 CLASS 4 AGGREGATE SUBBASE M3 9.5000 475,000.00 5,089.915 48,354.19 42,195.842 400,860.50 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 091 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 0.000 0.00 092 HOT MIX ASPHALT TONN 63.5000 10,350,500.00 7,857.574 498,955.95 60,851.014 3,864,039.39 093 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 1,500.0000 1,500.00 0.000 0.00 PAVEMENT INTERLAYER) 094 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.5000 12,495.00 0.000 0.00 095 DATA CORE LS 41,500.0000 41,500.00 0.020 830.00 096 PLACE HOT MIX ASPHALT DIKE M 9.0000 17,730.00 0.000 0.00 097 TACK COAT TONN 1,000.0000 77,000.00 13.340 13,340.00 39.790 39,790.00 098 JOINTED PLAIN CONCRETE PAVEMENT M3 500.0000 70,000.00 22.950 11,475.00 111.580 55,790.00 099 SEAL PAVEMENT JOINT M 43.0000 6,020.00 0.000 0.00 100 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 84,700.00 76.900 84,590.00 PILING 101 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 262,800.00 220.320 264,384.00 PILING 102 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 120,000.00 75.400 120,640.00 PILING 103 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 210,600.00 115.303 207,545.40 PILING PROGRAM CAS145 PAGE 5 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 2.7 M CAST-IN-DRILLED-HOLE CONCRETE M 2,700.0000 270,000.00 93.400 252,180.00 PILING 105 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,300.0000 59,800.00 4.600 10,580.00 PILING 106 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 216,000.00 71.900 215,700.00 PILING (ROCK SOCKET) 107 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 40,000.0000 1,880,000.00 46.800 1,872,000.00 PILING (ROCK SOCKET) 108 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 60,000.0000 1,860,000.00 37.000 2,220,000.00 PILING (ROCK SOCKET) 109 1.5 M PERMANENT STEEL CASING M 1,050.0000 229,950.00 220.300 231,315.00 110 2.1 M PERMANENT STEEL CASING M 1,700.0000 198,900.00 116.600 198,220.00 111 2.7 M PERMANENT STEEL CASING M 2,700.0000 270,000.00 93.400 252,180.00 112 PRESTRESSING CAST-IN-PLACE CONCRETE LS 550,000.0000 550,000.00 1.000 550,000.00 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 127,750.00 365.000 127,750.00 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 620.0000 5,294,800.00 8,214.500 5,092,990.00 (F) 115 STRUCTURAL CONCRETE (BOX CULVERT) M3 750.0000 285,000.00 24.000 18,000.00 180.200 135,150.00 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 270,000.00 180.000 90,000.00 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 286,350.00 230.000 132,250.00 498.000 286,350.00 (F) (TYPE N) 118 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 179,400.00 171.238 133,565.64 119 CLASS 1 CONCRETE (BOX CULVERT) M3 850.0000 399,500.00 666.650 566,652.50 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 602,000.00 19.840 27,776.00 445.686 623,960.40 121 BLACK HAWK DRYSTACK TEXTURE M2 110.0000 46,200.00 0.000 0.00 122 PTFE SPHERICAL BEARING EA 6,000.0000 60,000.00 10.000 60,000.00 123 JOINT SEAL (MR 13 MM) M 200.0000 14,000.00 0.000 0.00 124 JOINT SEAL (MR 25 MM) M 200.0000 17,600.00 0.000 0.00 125 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 27,000.00 0.000 0.00 126 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,600.0000 44,200.00 0.000 0.00 127 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,200.0000 54,600.00 0.000 0.00 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 129 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 2,168,400.00 1,807,000.000 2,168,400.00 (F) 130 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 59,235.00 13,990.000 23,083.50 PROGRAM CAS145 PAGE 6 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 203,050.00 108,019.400 167,430.07 132 HEADED BAR REINFORCEMENT EA 39.0000 105,300.00 2,700.000 105,300.00 (F) 133 FURNISH LAMINATED PANEL SIGN M2 163.0000 1,793.00 0.000 0.00 (63.5 MM-TYPE H) 134 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 12,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN M2 82.0000 3,608.00 0.000 0.00 (2.0 MM-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN M2 92.0000 828.00 0.000 0.00 (1.6 MM-FRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 10,780.00 0.000 0.00 (2.0 MM-FRAMED) 138 METAL (RAIL MOUNTED SIGN) KG 32.0000 43,520.00 0.000 0.00 139 ROADSIDE SIGN - ONE POST EA 330.0000 56,100.00 0.000 0.00 140 ROADSIDE SIGN - TWO POST EA 990.0000 29,700.00 0.000 0.00 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 0.000 0.00 METHOD) 142 INSTALL SIGN OVERLAY M2 100.0000 100.00 0.000 0.00 143 INSTALL SIGN PANEL FLUSH MOUNTED TO EA 300.0000 2,700.00 0.000 0.00 BARRIER 144 INSTALL ROADSIDE SIGN EA 1,900.0000 1,900.00 0.000 0.00 (LAMINATED WOOD BOX POST) 145 STAIN ROCK M2 2.0000 70,400.00 0.000 0.00 146 STAIN CONCRETE M2 4.0000 2,840.00 0.000 0.00 147 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 18,400.00 102.820 11,824.30 148 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 47,600.00 163.640 27,818.80 149 450 MM REINFORCED CONCRETE PIPE M 170.0000 176,800.00 923.350 156,969.50 150 600 MM REINFORCED CONCRETE PIPE M 190.0000 518,700.00 26.800 5,092.00 2,032.208 386,119.52 151 750 MM REINFORCED CONCRETE PIPE M 288.0000 74,880.00 172.420 49,656.96 152 900 MM REINFORCED CONCRETE PIPE M 284.0000 21,868.00 17.060 4,845.04 153 1050 MM REINFORCED CONCRETE PIPE M 989.0000 62,307.00 0.000 0.00 154 1200 MM REINFORCED CONCRETE PIPE M 500.0000 80,000.00 344.950 172,475.00 155 1650 MM REINFORCED CONCRETE PIPE M 861.0000 58,548.00 63.350 54,544.35 156 2100 MM REINFORCED CONCRETE PIPE M 1,200.0000 115,200.00 44.300 53,160.00 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 158 600 MM BITUMINOUS COATED CORRUGATED M 379.0000 87,170.00 282.185 106,948.12 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 159 750 MM BITUMINOUS COATED CORRUGATED M 644.0000 16,100.00 25.000 16,100.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 160 450 MM BITUMINOUS COATED CORRUGATED M 136.0000 1,768.00 0.000 0.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 161 DRAINAGE INLET MARKER EA 222.0000 1,110.00 0.000 0.00 162 GRATED LINE DRAIN M 296.0000 8,880.00 0.000 0.00 163 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 422.0000 20,256.00 48.000 20,256.00 164 600 MM STEEL FLARED END SECTION EA 662.0000 2,648.00 1.000 662.00 165 450 MM CONCRETE FLARED END SECTION EA 860.0000 3,440.00 0.000 0.00 166 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 20,000.00 3.000 3,000.00 167 750 MM CONCRETE FLARED END SECTION EA 1,350.0000 1,350.00 0.000 0.00 168 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 169 900 MM REINFORCED CONCRETE PIPE RISER M 1,300.0000 15,600.00 2.200 2,860.00 18.446 23,979.80 170 ABANDON WATER LINE M 12.0000 35,760.00 925.680 11,108.16 941.680 11,300.16 171 300 MM STEEL CEMENT-MORTAR LINED AND M 350.0000 255,500.00 16.460 5,761.00 600.550 210,192.50 COATED WATER MAIN (CLASS 350) 172 400 MM STEEL CEMENT-MORTAR LINED AND M 480.0000 432,000.00 9.610 4,612.80 889.660 427,036.80 COATED WATER MAIN (CLASS 350) 173 200 MM CHECK VALVE EA 4,400.0000 4,400.00 0.000 0.00 174 200 MM STEEL CEMENT-MORTAR LINED AND M 345.0000 58,650.00 139.530 48,137.85 COATED WATER MAIN (CLASS 350) 175 250 MM POLYVINYL CHLORIDE WATER PIPE M 145.0000 105,850.00 669.500 97,077.50 (CLASS 200) 176 300 MM POLYVINYL CHLORIDE WATER PIPE M 180.0000 144,000.00 882.340 158,821.20 (CLASS 200) 177 50 MM AIR RELEASE VALVE EA 4,800.0000 28,800.00 5.000 24,000.00 178 50 MM BLOW-OFF VALVE EA 2,500.0000 12,500.00 6.000 15,000.00 179 TELEVISING SEWER MAIN LS 3,000.0000 3,000.00 1.000 3,000.00 180 200 MM POLYVINYL CHLORIDE WATER PIPE M 163.0000 14,344.00 123.250 20,089.75 (CLASS 200) 181 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 182 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 184 SEWER MANHOLE EA 7,500.0000 37,500.00 2.000 15,000.00 185 760 MM SEWER STEEL ENCASEMENT M 485.0000 27,645.00 44.100 21,388.50 (7.00 MM THICK) 186 MINOR CONCRETE (PIPE ENCASEMENT) M3 344.0000 5,160.00 52.710 18,132.24 187 ROCK SLOPE PROTECTION (4T, METHOD A) M3 54.0000 9,180.00 0.000 0.00 188 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 49.0000 1,078,000.00 746.000 36,554.00 26,884.400 1,317,335.60 189 ROCK SLOPE PROTECTION M3 149.0000 11,920.00 0.000 0.00 (BACKING NO. 1, METHOD B) 190 ROCK SLOPE PROTECTION M3 254.0000 33,020.00 0.000 0.00 (BACKING NO. 2, METHOD B) 191 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 65.0000 215,150.00 4,061.000 263,965.00 192 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 90.0000 5,400.00 0.000 0.00 193 MINOR CONCRETE (SLOPE PROTECTION) M3 367.0000 300,940.00 21.479 7,882.79 402.749 147,808.88 194 ROCK SLOPE PROTECTION FABRIC M2 8.0000 7,600.00 0.000 0.00 195 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 225,000.00 23.830 10,723.50 164.857 74,185.65 CONSTRUCTION) 196 MISCELLANEOUS IRON AND STEEL KG 5.0000 94,500.00 540.000 2,700.00 197 MISCELLANEOUS METAL KG 11.0000 26,510.00 1,205.000 13,255.00 (F) (RESTRAINER - BAR TYPE) 198 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 49,980.00 2,940.000 49,980.00 (F) 199 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 171,600.00 14,708.000 161,788.00 (F) 200 WILDLIFE FENCE M 73.0000 751,900.00 1,429.900 104,382.70 201 ARROYO TOAD FENCE M 7.5000 41,175.00 0.000 0.00 202 CONTINUOUS POST BARRICADE M 200.0000 1,400.00 0.000 0.00 203 RAIL FENCE M 100.0000 7,600.00 0.000 0.00 204 LOCKABLE CONTROL GATE EA 7,500.0000 7,500.00 0.000 0.00 205 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 206 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 5,000.0000 10,000.00 0.000 0.00 207 1.2 M CHAIN LINK GATE (TYPE CL-2.4) EA 1,000.0000 41,000.00 0.000 0.00 208 DELINEATOR (CLASS 1) EA 30.0000 20,400.00 0.000 0.00 209 MILEPOST MARKER EA 50.0000 1,600.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 210 GUARD RAILING DELINEATOR EA 30.0000 3,600.00 0.000 0.00 211 OBJECT MARKER (TYPE N) EA 50.0000 200.00 0.000 0.00 212 METAL BEAM GUARD RAILING M 75.0000 39,750.00 0.000 0.00 213 TUBULAR HANDRAILING M 200.0000 147,600.00 0.000 0.00 (F) 214 CONCRETE BARRIER (TYPE 25A MODIFIED) M 290.0000 580.00 0.000 0.00 (F) 215 CABLE RAILING M 78.0000 11,700.00 0.000 0.00 216 TRANSITION RAILING (TYPE WB) EA 2,500.0000 22,500.00 0.000 0.00 217 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 6,750.00 0.000 0.00 218 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 15,000.00 0.000 0.00 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 0.000 0.00 220 CRASH CUSHION (REACT 9CBB) EA 27,000.0000 486,000.00 0.000 0.00 221 CONCRETE BARRIER (TYPE 60) M 150.0000 966,000.00 0.000 0.00 222 CONCRETE BARRIER (TYPE 60A) M 167.0000 11,189.00 0.000 0.00 (F) 223 CONCRETE BARRIER (TYPE 60C) M 210.0000 174,300.00 0.000 0.00 224 CONCRETE BARRIER (TYPE 736) M 166.0000 238,874.00 0.000 0.00 (F) 225 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 40,120.00 0.000 0.00 226 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,430.00 0.000 0.00 227 PAINT TRAFFIC STRIPE (1-COAT) M 0.5000 19,250.00 2,758.000 1,379.00 228 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 33,550.00 2,774.000 1,525.70 229 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,176.00 0.000 0.00 230 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 12,705.00 0.000 0.00 231 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 232 SIGNAL AND LIGHTING LS 10,500.0000 10,500.00 0.000 0.00 (TEMPORARY LOCATION 1) 233 SIGNAL AND LIGHTING (LOCATION 1) LS 19,300.0000 19,300.00 0.272 5,249.60 234 SIGNAL AND LIGHTING (LOCATION 2) LS 240,000.0000 240,000.00 0.107 25,680.00 235 SIGNAL AND LIGHTING (LOCATION 3) LS 187,000.0000 187,000.00 0.030 5,610.00 0.498 93,126.00 236 SIGNAL AND LIGHTING (LOCATION 4) LS 123,000.0000 123,000.00 0.024 2,952.00 0.117 14,391.00 PROGRAM CAS145 PAGE 10 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 237 SIGNAL AND LIGHTING (LOCATION 5) LS 258,000.0000 258,000.00 0.039 10,062.00 0.185 47,730.00 238 SIGNAL AND LIGHTING (LOCATION 6) LS 124,000.0000 124,000.00 0.078 9,672.00 0.078 9,672.00 239 SIGNAL AND LIGHTING (LOCATION 7) LS 183,000.0000 183,000.00 0.045 8,235.00 0.045 8,235.00 240 SIGNAL AND LIGHTING (LOCATION 8) LS 127,000.0000 127,000.00 0.000 0.00 241 LIGHTING LS 195,000.0000 195,000.00 0.048 9,360.00 0.309 60,255.00 242 LIGHTING (CITY STREET) LS 55,000.0000 55,000.00 0.000 0.00 243 COMMUNICATION SYSTEM LS 650,000.0000 650,000.00 0.054 35,100.00 0.676 439,400.00 244 NETWORKING AND COMMUNICATION EQUIPMENT LS 75,600.0000 75,600.00 0.000 0.00 245 SPRINKLER CONTROL CONDUIT (BRIDGE) M 47.0000 8,460.00 0.000 0.00 246 ELECTRIC SERVICE (IRRIGATION) LS 9,500.0000 9,500.00 0.000 0.00 247 TRAFFIC MONITORING STATION (LOCATION 1) LS 28,000.0000 28,000.00 0.028 784.00 248 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,000.0000 24,000.00 0.000 0.00 249 150 MM FIRE HYDRANT AND ASSEMBLY EA 4,000.0000 8,000.00 2.000 8,000.00 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 251 REMOVE ASBESTOS CEMENT WATER LINE M 83.0000 46,480.00 124.000 10,292.00 252 REMOVE SEWER PIPE M 28.0000 3,360.00 166.000 4,648.00 253 MODIFY MANHOLE EA 6,300.0000 12,600.00 3.000 18,900.00 254 560 MM SEWER STEEL ENCASEMENT M 1,000.0000 41,000.00 41.000 41,000.00 (9.5 MM THICK) 255 350 MM POLYVINYL CHLORIDE SEWER FORCE M 2,000.0000 90,000.00 47.440 94,880.00 MAIN (AWWA C-905) (SDR 26) 256 300 MM POLYVINYL CHLORIDE SEWER PIPE M 365.0000 21,900.00 0.000 0.00 (SDR 35) 257 250 MM POLYVINYL CHLORIDE SEWER PIPE M 250.0000 32,500.00 137.140 34,285.00 (SDR 26) PROGRAM CAS145 PAGE 11 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 07:32 AM ESTIMATE NO. 25 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: FITZGIBBON, EDWARD 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 1,062,456.18 35,970,747.69 ADJUSTMENT OF COMPENSATION 0.00 555,238.33 EXTRA WORK 359,716.87 1,906,631.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,422,173.05 38,432,617.33 258 MOBILIZATION LS 500,000.0000 5,500,000.00 1.000 5,500,000.00 ORIGINAL CONTRACT AMOUNT 61,023,992.00 TOTAL WORK COMPLETED 1,422,173.05 43,932,617.33 MATERIALS ON HAND ON SITE 603,218.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,000.00 -36,254.00 TOTAL 1,429,173.05 44,499,581.82 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 01/19/10 900 02/03/10 02/03/10 12/03/13 445 45 10 0 69% 67% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/12