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 09/20/12 EST. NO.33 TIME 12:47 PM 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 0529 1,547.44 E.W. @ F.A.(+) 062612 N 1920.0 0530 7,142.81 072812 N 1921.0 0531 3,690.07 080612 N 1922.0 0532 1,754.24 080712 N 1923.0 0533 639.13 080812 N 1924.0 006 0206 1,395.53 E.W. @ F.A.(+) 070212 N 1896.0 0207 3,421.07 070312 N 1897.0 0208 685.32 071212 N 1898.0 007 0017 112,131.70 A.C. @ U.P.(+) 091712 N 17 0 055 0002 8,524.64 E.W. @ L.S.(+) 090612 N 2 0 065 0002 21,006.50 E.W. @ L.S.(+) 091212 N 2 0 083 0003 2,522.02 E.W. @ F.A.(+) 081412 N 1901.0 084 0010 4,620.00 E.W. @ F.A.(+) 111011 N 1853.0 090 0015 99.76 E.W. @ F.A.(+) 040912 N 1856.0 094 0002 699.97 E.W. @ F.A.(+) 032912 N 1888.0 098 0001 14,493.81 E.W. @ F.A.(+) 033012 N 1889.0 0002 1,619.85 033012 N 1890.0 185,993.86 TOTAL THIS ESTIMATE 6,579,683.23 TOTAL PREVIOUS ESTIMATE 6,765,677.09 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 09/20/12 EST. NO.33 TIME 12:47 PM 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 09/20/12 EST. NO.33 TIME 12:47 PM 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 DEL JAN 12 CPR -3,000.00 26 RECD DEC 11 DEL 1,000.00 26 DEL FEB 12 CPR -10,000.00 27 RECD JAN 12 DEL 3,000.00 27 DEL MAR 12 CPR -5,000.00 28 PRTL FEB 12 DEL 5,000.00 28 DEL APR 12 CPR -1,000.00 29 PRTL FEB 12 DEL 4,000.00 29 PRTL MAR 12 DEL 2,000.00 29 DEL MAY 12 CPR -2,000.00 30 PRTL MAR 12 DEL 2,000.00 30 RECD APR 12 DEL 1,000.00 30 RECD FEB 12 DEL 1,000.00 30 RECD NOV 11 DEL 1,000.00 30 DEL JUNE 12 CPR -1,000.00 31 PRTL MAY 12 DEL 1,000.00 31 DEL JULY 12 CPR -2,000.00 32 DEL AUG 12 CPR -2,000.00 33 -2,000.00 -7,000.00 TOTAL DEDUCTIONS -2,000.00 -41,254.00 PROGRAM CAS145 PAGE 1 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 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 22.000 44,000.00 600.000 1,200,000.00 004 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 0.900 24,300.00 006 TEMPORARY ARROYO TOAD FENCE M 29.0000 39,440.00 2,885.120 83,668.48 007 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.034 4,250.00 0.923 115,375.00 008 PREPARE STORM WATER POLLUTION LS 600.0000 600.00 0.013 7.80 0.869 521.40 PREVENTION PLAN 009 TEMPORARY FIBER ROLL M 3.2500 646,750.00 1,198.870 3,896.33 32,690.110 106,242.86 010 TEMPORARY SILT FENCE M 2.0000 112,800.00 244.000 488.00 7,100.790 14,201.58 011 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 270,000.00 25.800 154,800.00 012 TEMPORARY CHECK DAM M 4.1500 146,910.00 8,619.580 35,771.26 013 MOVE-IN/MOVE-OUT EA 500.0000 17,500.00 1.000 500.00 21.000 10,500.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 56,700.00 127.000 8,890.00 015 TEMPORARY HYDRAULIC MULCH M2 0.3500 399,000.00 16,082.930 5,629.03 387,081.680 135,478.59 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 60,000.0000 60,000.00 0.034 2,040.00 0.923 55,380.00 017 TEMPORARY CONCRETE WASHOUT BIN EA 700.0000 25,900.00 5.000 3,500.00 91.000 63,700.00 018 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.013 585.00 0.769 34,605.00 019 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.034 6,800.00 0.923 184,600.00 020 TYPE III BARRICADE EA 100.0000 21,000.00 88.000 8,800.00 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 4,080.00 1,055.520 6,333.12 022 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 31,430.00 29,931.600 20,952.12 PROGRAM CAS145 PAGE 2 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,200.00 976.000 34,160.00 025 TEMPORARY PAVEMENT MARKER EA 3.5000 31,920.00 7,242.000 25,347.00 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,300.0000 126,000.00 0.677 4,265.10 18.462 116,310.60 027 TEMPORARY RAILING (TYPE K) M 15.0000 324,000.00 12,440.430 186,606.45 028 TEMPORARY CRASH CUSHION MODULE EA 250.0000 35,000.00 138.000 34,500.00 029 TEMPORARY CRASH CUSHION (ADIEM) EA 6,500.0000 123,500.00 13.000 84,500.00 030 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 031 ABANDON CULVERT M 100.0000 42,000.00 578.850 57,885.00 032 REMOVE CHAIN LINK FENCE M 10.0000 4,700.00 2,859.440 28,594.40 033 REMOVE METAL BEAM GUARD RAILING M 25.0000 28,250.00 953.190 23,829.75 034 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 50,674.500 25,337.25 036 REMOVE PAVEMENT MARKING M2 5.0000 4,150.00 548.610 2,743.05 037 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 78,110.00 728.400 77,938.80 040 REMOVE INLET EA 675.0000 13,500.00 31.000 20,925.00 041 REMOVE HEADWALL EA 552.0000 22,080.00 42.000 23,184.00 042 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 18.000 5,850.00 047 ADJUST SEWER MANHOLE EA 1,800.0000 3,600.00 1.000 1,800.00 8.000 14,400.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 72,300.00 2,713.480 8,140.44 3,771.480 11,314.44 049 REMOVE CONCRETE M 23.0000 68,310.00 1,582.000 36,386.00 PROGRAM CAS145 PAGE 3 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 35,000.00 053 BRIDGE REMOVAL, LOCATION B LS 29,000.0000 29,000.00 0.900 26,100.00 054 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 1.000 3,500.00 055 CLEARING AND GRUBBING HA 4,500.0000 288,000.00 87.728 394,776.00 056 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.034 2,550.00 0.923 69,225.00 057 ROADWAY EXCAVATION M3 5.0000 5,550,000.00 16,280.000 81,400.00 1,130,659.815 5,653,299.08 058 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 2,180.000 148,240.00 063 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 90,300.00 2,580.000 90,300.00 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 66,850.00 1,470.000 51,450.00 065 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 9,750.00 0.000 0.00 WALL) 066 DECOMPOSED GRANITE M3 45.0000 13,500.00 300.000 13,500.00 067 SAND BACKFILL M3 75.0000 23,250.00 684.675 51,350.63 068 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 910,100.00 443,849.000 843,313.10 071 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 0.000 0.00 074 EROSION CONTROL (NETTING) M2 2.9000 79,750.00 0.000 0.00 075 FIBER ROLLS M 8.0000 574,400.00 5,347.000 42,776.00 63,140.550 505,124.40 076 EROSION CONTROL HYDRAULIC MULCH M2 0.6000 300,000.00 -25,000.000 -15,000.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) PROGRAM CAS145 PAGE 4 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,500.00 078 PLANT (GROUP W) EA 6.0000 3,840.00 480.000 2,880.00 079 SEEDING HA 4,000.0000 28,000.00 0.000 0.00 080 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.889 35,560.00 081 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 0.857 37,708.00 083 IRRIGATION SYSTEM LS 300,000.0000 1,300,000.00 0.000 0.00 084 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 37,500.00 151.100 45,330.00 085 WATER METER EA 74,000.0000 666,000.00 7.000 518,000.00 086 200 MM CORRUGATED HIGH DENSITY M 190.0000 81,700.00 607.680 115,459.20 POLYETHYLENE PIPE CONDUIT 087 250 MM CORRUGATED HIGH DENSITY M 195.0000 35,100.00 58.360 11,380.20 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 52,925.027 502,787.76 090 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 13,737.210 872,312.84 136,934.173 8,695,319.99 093 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 1,500.0000 1,500.00 0.000 0.00 PAVEMENT INTERLAYER) 094 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.5000 12,495.00 253.810 888.34 253.810 888.34 095 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 61.040 61,040.00 098 JOINTED PLAIN CONCRETE PAVEMENT M3 500.0000 70,000.00 133.000 66,500.00 099 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 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 80.500 49,910.00 8,540.000 5,294,800.00 (F) 115 STRUCTURAL CONCRETE (BOX CULVERT) M3 750.0000 285,000.00 364.430 273,322.50 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 270,000.00 142.500 71,250.00 471.000 235,500.00 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 286,350.00 498.000 286,350.00 (F) (TYPE N) 118 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 179,400.00 297.528 232,071.84 119 CLASS 1 CONCRETE (BOX CULVERT) M3 850.0000 399,500.00 667.850 567,672.50 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 602,000.00 5.900 8,260.00 595.514 833,719.60 121 BLACK HAWK DRYSTACK TEXTURE M2 110.0000 46,200.00 200.000 22,000.00 200.000 22,000.00 122 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 65.790 13,158.00 124 JOINT SEAL (MR 25 MM) M 200.0000 17,600.00 86.000 17,200.00 125 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 27,000.00 30.300 27,270.00 126 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,600.0000 44,200.00 16.940 44,044.00 127 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,200.0000 54,600.00 13.350 56,070.00 128 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 1,809,509.000 2,171,410.80 (F) 130 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 59,235.00 19,725.000 32,546.25 33,715.000 55,629.75 PROGRAM CAS145 PAGE 6 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 203,050.00 130,524.100 202,312.36 132 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 18,400.00 144.820 16,654.30 148 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 47,600.00 308.780 52,492.60 149 450 MM REINFORCED CONCRETE PIPE M 170.0000 176,800.00 1,350.200 229,534.00 150 600 MM REINFORCED CONCRETE PIPE M 190.0000 518,700.00 2,486.628 472,459.32 151 750 MM REINFORCED CONCRETE PIPE M 288.0000 74,880.00 324.250 93,384.00 152 900 MM REINFORCED CONCRETE PIPE M 284.0000 21,868.00 96.160 27,309.44 153 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 95.300 114,360.00 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 87,170.00 437.085 165,655.22 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 21.446 27,879.80 170 ABANDON WATER LINE M 12.0000 35,760.00 2,977.300 35,727.60 171 300 MM STEEL CEMENT-MORTAR LINED AND M 350.0000 255,500.00 622.930 218,025.50 COATED WATER MAIN (CLASS 350) 172 400 MM STEEL CEMENT-MORTAR LINED AND M 480.0000 432,000.00 889.660 427,036.80 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 6.500 31,200.00 178 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 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,057.800 1,325,832.20 189 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 23.610 8,664.87 442.939 162,558.61 194 ROCK SLOPE PROTECTION FABRIC M2 8.0000 7,600.00 0.000 0.00 195 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 225,000.00 71.920 32,364.00 445.457 200,455.65 CONSTRUCTION) 196 MISCELLANEOUS IRON AND STEEL KG 5.0000 94,500.00 1,944.000 9,720.00 19,960.000 99,800.00 197 MISCELLANEOUS METAL KG 11.0000 26,510.00 2,410.000 26,510.00 (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 15,600.000 171,600.00 (F) 200 WILDLIFE FENCE M 73.0000 751,900.00 1,231.000 89,863.00 6,401.750 467,327.75 201 ARROYO TOAD FENCE M 7.5000 41,175.00 2,106.620 15,799.65 202 CONTINUOUS POST BARRICADE M 200.0000 1,400.00 0.000 0.00 203 RAIL FENCE M 100.0000 7,600.00 40.000 4,000.00 40.000 4,000.00 204 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 1.000 5,000.00 1.000 5,000.00 207 1.2 M CHAIN LINK GATE (TYPE CL-2.4) EA 1,000.0000 41,000.00 20.000 20,000.00 20.000 20,000.00 208 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 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 28.000 840.00 211 OBJECT MARKER (TYPE N) EA 50.0000 200.00 0.000 0.00 212 METAL BEAM GUARD RAILING M 75.0000 39,750.00 349.590 26,219.25 213 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 53.550 4,176.90 216 TRANSITION RAILING (TYPE WB) EA 2,500.0000 22,500.00 4.000 10,000.00 217 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 6,750.00 3.000 2,250.00 218 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 15,000.00 1.000 3,000.00 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 1.000 2,000.00 220 CRASH CUSHION (REACT 9CBB) EA 27,000.0000 486,000.00 6.000 162,000.00 221 CONCRETE BARRIER (TYPE 60) M 150.0000 966,000.00 2,371.410 355,711.50 5,653.566 848,034.90 222 CONCRETE BARRIER (TYPE 60A) M 167.0000 11,189.00 57.700 9,635.90 83.300 13,911.10 (F) 223 CONCRETE BARRIER (TYPE 60C) M 210.0000 174,300.00 207.750 43,627.50 207.750 43,627.50 224 CONCRETE BARRIER (TYPE 736) M 166.0000 238,874.00 1,289.000 213,974.00 (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 43,284.000 21,642.00 228 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 0.034 85.00 0.923 2,307.50 SYSTEM ELEMENTS DURING CONSTRUCTION 232 SIGNAL AND LIGHTING LS 10,500.0000 10,500.00 0.034 357.00 0.923 9,691.50 (TEMPORARY LOCATION 1) 233 SIGNAL AND LIGHTING (LOCATION 1) LS 19,300.0000 19,300.00 0.743 14,339.90 234 SIGNAL AND LIGHTING (LOCATION 2) LS 240,000.0000 240,000.00 0.113 27,120.00 0.783 187,920.00 235 SIGNAL AND LIGHTING (LOCATION 3) LS 187,000.0000 187,000.00 0.989 184,943.00 236 SIGNAL AND LIGHTING (LOCATION 4) LS 123,000.0000 123,000.00 0.016 1,968.00 0.986 121,278.00 PROGRAM CAS145 PAGE 10 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.038 9,804.00 0.970 250,260.00 238 SIGNAL AND LIGHTING (LOCATION 6) LS 124,000.0000 124,000.00 0.025 3,100.00 0.941 116,684.00 239 SIGNAL AND LIGHTING (LOCATION 7) LS 183,000.0000 183,000.00 0.109 19,947.00 0.895 163,785.00 240 SIGNAL AND LIGHTING (LOCATION 8) LS 127,000.0000 127,000.00 0.959 121,793.00 241 LIGHTING LS 195,000.0000 195,000.00 0.147 28,665.00 0.954 186,030.00 242 LIGHTING (CITY STREET) LS 55,000.0000 55,000.00 0.317 17,435.00 0.765 42,075.00 243 COMMUNICATION SYSTEM LS 650,000.0000 650,000.00 0.005 3,250.00 0.856 556,400.00 244 NETWORKING AND COMMUNICATION EQUIPMENT LS 75,600.0000 75,600.00 0.000 0.00 245 SPRINKLER CONTROL CONDUIT (BRIDGE) M 47.0000 8,460.00 230.000 10,810.00 246 ELECTRIC SERVICE (IRRIGATION) LS 9,500.0000 9,500.00 0.131 1,244.50 0.956 9,082.00 247 TRAFFIC MONITORING STATION (LOCATION 1) LS 28,000.0000 28,000.00 0.064 1,792.00 0.763 21,364.00 248 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,000.0000 24,000.00 0.380 9,120.00 249 150 MM FIRE HYDRANT AND ASSEMBLY EA 4,000.0000 8,000.00 3.000 12,000.00 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 251 REMOVE ASBESTOS CEMENT WATER LINE M 83.0000 46,480.00 370.360 30,739.88 252 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 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 12:47 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,930,949.40 47,549,821.79 ADJUSTMENT OF COMPENSATION 112,131.70 1,571,309.39 EXTRA WORK 73,862.16 5,194,367.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,116,943.26 54,315,498.88 258 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 2,116,943.26 59,815,498.88 MATERIALS ON HAND ON SITE 525,883.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -41,254.00 TOTAL 2,114,943.26 60,300,127.99 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 12/23/13 600 59 10 0 88% 91% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/12