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 11/22/10 EST. NO.11 TIME 02:15 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 0060 8,436.14 E.W. @ F.A.(+) 081710 N 0263.0 0061 208.16 091510 N 0215.0 0062 966.86 092910 N 0236.0 0064 230.69 100510 N 0238.0 0066 964.89 100610 N 0240.0 0067 1,014.48 100710 N 0241.0 0068 497.07 101210 N 0267.0 0069 889.16 101310 N 0268.0 007 0003 -946.57 A.C. @ U.P.(-) 111910 N 3 0 011 0021 1,591.62 E.W. @ F.A.(+) 091310 N 0217.0 0021-1 -1,591.62 091310 N 0217.0 DAO CORRECTING ENTRY 0021-2 795.81 091310 N 0217.0 DAO CORRECTING ENTRY 0022 1,086.05 100510 N 0229.0 0022-1 -1,086.05 100510 N 0229.0 DAO CORRECTING ENTRY 0022-2 543.03 100510 N 0229.0 DAO CORRECTING ENTRY 015 0048 2,230.84 E.W. @ F.A.(+) 062510 N 0148.0 0050 1,160.78 062410 N 0220.0 0051 1,629.05 062210 N 0272.0 0052 551.93 062210 N 0273.0 022 0032 834.88 E.W. @ F.A.(+) 091710 N 0222.0 0034 816.07 092810 N 0234.0 0035 1,362.21 100410 N 0235.0 0036 521.85 092110 N 0261.0 0037 2,670.81 100710 N 0262.0 0038 1,334.86 101810 N 0282.0 0039 767.89 102010 N 0283.0 023 0002 5,089.11 E.W. @ F.A.(+) 073110 N 0271.0 031 0001 22,144.40 E.W. @ L.S.(+) 102210 N 0274.0 54,714.40 TOTAL THIS ESTIMATE 238,588.75 TOTAL PREVIOUS ESTIMATE 293,303.15 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 11/22/10 EST. NO.11 TIME 02:15 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 -8,155.00 -8,155.00 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 -10,000.00 -22,000.00 TOTAL DEDUCTIONS -18,155.00 -30,155.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.500 6,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,500.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 21.000 42,000.00 181.000 362,000.00 04 TEMPORARY FENCE (TYPE ESA) M 9.0000 193,500.00 8,193.240 73,739.16 05 EXISTING TEMPORARY ARROYO TOAD FENCE LS 27,000.0000 27,000.00 0.000 0.00 06 TEMPORARY ARROYO TOAD FENCE M 29.0000 39,440.00 2,087.000 60,523.00 07 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.032 4,000.00 0.278 34,750.00 08 PREPARE STORM WATER POLLUTION LS 600.0000 600.00 0.013 7.80 0.611 366.60 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 3.2500 646,750.00 3,408.500 11,077.63 12,180.740 39,587.41 10 TEMPORARY SILT FENCE M 2.0000 112,800.00 2,594.210 5,188.42 11 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 270,000.00 0.800 4,800.00 12.800 76,800.00 12 TEMPORARY CHECK DAM M 4.1500 146,910.00 1,420.000 5,893.00 13 MOVE-IN/MOVE-OUT EA 500.0000 17,500.00 1.000 500.00 7.000 3,500.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 56,700.00 2.000 140.00 34.000 2,380.00 15 TEMPORARY HYDRAULIC MULCH M2 0.3500 399,000.00 17,040.000 5,964.00 101,142.000 35,399.70 (POLYMER STABILIZED FIBER MATRIX) 16 STREET SWEEPING LS 60,000.0000 60,000.00 0.032 1,920.00 0.278 16,680.00 17 TEMPORARY CONCRETE WASHOUT BIN EA 700.0000 25,900.00 3.000 2,100.00 13.000 9,100.00 18 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.013 585.00 0.497 22,365.00 19 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.032 6,400.00 0.278 55,600.00 20 TYPE III BARRICADE EA 100.0000 21,000.00 25.000 2,500.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 4,080.00 157.820 946.92 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 31,430.00 10,850.600 7,595.42 PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 350.00 0.000 0.00 24 TRAFFIC PLASTIC DRUM EA 35.0000 32,200.00 12.000 420.00 293.000 10,255.00 25 TEMPORARY PAVEMENT MARKER EA 3.5000 31,920.00 1,538.000 5,383.00 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,300.0000 126,000.00 0.646 4,069.80 5.560 35,028.00 27 TEMPORARY RAILING (TYPE K) M 15.0000 324,000.00 1,812.600 27,189.00 7,549.700 113,245.50 28 TEMPORARY CRASH CUSHION MODULE EA 250.0000 35,000.00 14.000 3,500.00 42.000 10,500.00 29 TEMPORARY CRASH CUSHION (ADIEM) EA 6,500.0000 123,500.00 1.000 6,500.00 5.000 32,500.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 ABANDON CULVERT M 100.0000 42,000.00 106.700 10,670.00 32 REMOVE CHAIN LINK FENCE M 10.0000 4,700.00 2,073.150 20,731.50 33 REMOVE METAL BEAM GUARD RAILING M 25.0000 28,250.00 27.300 682.50 34 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 6.0000 2,640.00 506.000 3,036.00 35 REMOVE TRAFFIC STRIPE M 0.5000 63,500.00 13,208.500 6,604.25 36 REMOVE PAVEMENT MARKING M2 5.0000 4,150.00 172.030 860.15 37 REMOVE ROADSIDE SIGN EA 100.0000 19,000.00 0.000 0.00 38 REMOVE ASPHALT CONCRETE DIKE M 18.0000 11,520.00 0.000 0.00 39 REMOVE CULVERT M 107.0000 78,110.00 118.000 12,626.00 227.530 24,345.71 40 REMOVE INLET EA 675.0000 13,500.00 1.000 675.00 41 REMOVE HEADWALL EA 552.0000 22,080.00 2.000 1,104.00 7.000 3,864.00 42 REMOVE ROCK SLOPE PROTECTION M3 150.0000 300.00 1.000 150.00 43 RESET ROADSIDE SIGN EA 325.0000 650.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0.00 45 ADJUST FRAME AND COVER TO GRADE EA 2,600.0000 41,600.00 0.000 0.00 46 ADJUST WATER VALVE EA 325.0000 3,575.00 0.000 0.00 47 ADJUST SEWER MANHOLE EA 1,800.0000 3,600.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 72,300.00 1,058.000 3,174.00 49 REMOVE CONCRETE M 23.0000 68,310.00 902.000 20,746.00 PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 11.0000 5,390.00 494.000 5,434.00 51 REMOVE CONCRETE (MISCELLANEOUS) M3 43.0000 46,440.00 26.130 1,123.59 52 BRIDGE REMOVAL, LOCATION A LS 35,000.0000 35,000.00 0.000 0.00 53 BRIDGE REMOVAL, LOCATION B LS 29,000.0000 29,000.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 0.000 0.00 55 CLEARING AND GRUBBING HA 4,500.0000 288,000.00 83.170 374,265.00 56 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.032 2,400.00 0.278 20,850.00 57 ROADWAY EXCAVATION M3 5.0000 5,550,000.00 87,935.000 439,675.00 871,893.645 4,359,468.23 58 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 59 REMOVE MUD, SAND AND DEBRIS (IN CULVERT) M 58.0000 28,420.00 187.560 10,878.48 60 SETTLEMENT DEVICES LS 25,000.0000 25,000.00 0.437 10,925.00 1.000 25,000.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 204,375.00 1,842.000 138,150.00 2,302.000 172,650.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 68.0000 148,240.00 0.000 0.00 63 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 90,300.00 0.000 0.00 F) 64 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 66,850.00 0.000 0.00 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 9,750.00 0.000 0.00 WALL) 66 DECOMPOSED GRANITE M3 45.0000 13,500.00 0.000 0.00 67 SAND BACKFILL M3 75.0000 23,250.00 21.205 1,590.38 68 DITCH EXCAVATION M3 50.0000 65,500.00 392.160 19,608.00 69 HIGHWAY PLANTING LS 1000,000.0000 1,000,000.00 0.000 0.00 70 DUFF M2 1.9000 910,100.00 30,186.000 57,353.40 176,434.000 335,224.60 71 DRAINAGE INLET PROTECTION EA 126.0000 23,940.00 0.000 0.00 (EROSION CONTROL) 72 CHECK DAM (EROSION CONTROL) M 9.0000 96,300.00 0.000 0.00 73 EROSION CONTROL (TYPE D) HA 8,600.0000 404,200.00 1.000 8,600.00 1.000 8,600.00 74 EROSION CONTROL (NETTING) M2 2.9000 79,750.00 0.000 0.00 75 FIBER ROLLS M 8.0000 574,400.00 2,907.000 23,256.00 14,885.000 119,080.00 76 EROSION CONTROL HYDRAULIC MULCH M2 0.6000 300,000.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 5,500.00 0.000 0.00 78 PLANT (GROUP W) EA 6.0000 3,840.00 0.000 0.00 79 SEEDING HA 4,000.0000 28,000.00 0.000 0.00 80 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.032 1,280.00 0.278 11,120.00 81 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 82 MAINTAIN EXISTING IRRIGATION FACILITIES LS 44,000.0000 44,000.00 0.032 1,408.00 0.278 12,232.00 83 IRRIGATION SYSTEM LS 1300,000.0000 1,300,000.00 0.090 117,000.00 84 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 37,500.00 0.000 0.00 85 WATER METER EA 74,000.0000 666,000.00 0.000 0.00 86 200 MM CORRUGATED HIGH DENSITY M 190.0000 81,700.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 87 250 MM CORRUGATED HIGH DENSITY M 195.0000 35,100.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 88 EXTEND 350 MM CONDUIT M 700.0000 1,400.00 0.000 0.00 89 CLASS 4 AGGREGATE SUBBASE M3 9.5000 475,000.00 3,243.205 30,810.45 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 0.000 0.00 92 HOT MIX ASPHALT TONN 63.5000 10,350,500.00 105.040 6,670.04 7,073.340 449,157.09 93 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 1,500.0000 1,500.00 0.000 0.00 PAVEMENT INTERLAYER) 94 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.5000 12,495.00 0.000 0.00 95 DATA CORE LS 41,500.0000 41,500.00 0.020 830.00 0.020 830.00 96 PLACE HOT MIX ASPHALT DIKE M 9.0000 17,730.00 0.000 0.00 97 TACK COAT TONN 1,000.0000 77,000.00 3.400 3,400.00 3.400 3,400.00 98 JOINTED PLAIN CONCRETE PAVEMENT M3 500.0000 70,000.00 0.000 0.00 99 SEAL PAVEMENT JOINT M 43.0000 6,020.00 0.000 0.00 00 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 84,700.00 8.000 8,800.00 PILING 01 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 262,800.00 72.400 86,880.00 PILING 02 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 120,000.00 64.300 102,880.00 75.400 120,640.00 PILING 03 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 210,600.00 3.983 7,169.40 115.303 207,545.40 PILING PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 2.7 M CAST-IN-DRILLED-HOLE CONCRETE M 2,700.0000 270,000.00 13.200 35,640.00 93.400 252,180.00 PILING 05 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,300.0000 59,800.00 2.510 5,773.00 4.600 10,580.00 PILING 06 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 216,000.00 8.800 26,400.00 PILING (ROCK SOCKET) 07 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 40,000.0000 1,880,000.00 5.300 212,000.00 46.800 1,872,000.00 PILING (ROCK SOCKET) 08 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 60,000.0000 1,860,000.00 9.600 576,000.00 31.000 1,860,000.00 PILING (ROCK SOCKET) 09 1.5 M PERMANENT STEEL CASING M 1,050.0000 229,950.00 147.900 155,295.00 220.300 231,315.00 10 2.1 M PERMANENT STEEL CASING M 1,700.0000 198,900.00 116.600 198,220.00 11 2.7 M PERMANENT STEEL CASING M 2,700.0000 270,000.00 93.400 252,180.00 12 PRESTRESSING CAST-IN-PLACE CONCRETE LS 550,000.0000 550,000.00 0.100 55,000.00 0.100 55,000.00 13 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 127,750.00 55.000 19,250.00 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 620.0000 5,294,800.00 812.000 503,440.00 1,570.000 973,400.00 F) 15 STRUCTURAL CONCRETE (BOX CULVERT) M3 750.0000 285,000.00 156.200 117,150.00 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 270,000.00 0.000 0.00 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 286,350.00 0.000 0.00 F) (TYPE N) 18 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 179,400.00 48.530 37,853.40 108.125 84,337.50 19 CLASS 1 CONCRETE (BOX CULVERT) M3 850.0000 399,500.00 118.560 100,776.00 268.560 228,276.00 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 602,000.00 123.743 173,240.20 327.428 458,399.20 21 BLACK HAWK DRYSTACK TEXTURE M2 110.0000 46,200.00 0.000 0.00 22 PTFE SPHERICAL BEARING EA 6,000.0000 60,000.00 0.000 0.00 23 JOINT SEAL (MR 13 MM) M 200.0000 14,000.00 0.000 0.00 24 JOINT SEAL (MR 25 MM) M 200.0000 17,600.00 0.000 0.00 25 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 27,000.00 0.000 0.00 26 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,600.0000 44,200.00 0.000 0.00 27 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,200.0000 54,600.00 0.000 0.00 28 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 29 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 2,168,400.00 82,140.000 98,568.00 518,653.000 622,383.60 F) 30 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 59,235.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 203,050.00 11,002.000 17,053.10 61,683.400 95,609.27 32 HEADED BAR REINFORCEMENT EA 39.0000 105,300.00 0.000 0.00 F) 33 FURNISH LAMINATED PANEL SIGN M2 163.0000 1,793.00 0.000 0.00 (63.5 MM-TYPE H) 34 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 12,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 82.0000 3,608.00 0.000 0.00 (2.0 MM-UNFRAMED) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 92.0000 828.00 0.000 0.00 (1.6 MM-FRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 10,780.00 0.000 0.00 (2.0 MM-FRAMED) 38 METAL (RAIL MOUNTED SIGN) KG 32.0000 43,520.00 0.000 0.00 39 ROADSIDE SIGN - ONE POST EA 330.0000 56,100.00 0.000 0.00 40 ROADSIDE SIGN - TWO POST EA 990.0000 29,700.00 0.000 0.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 0.000 0.00 METHOD) 42 INSTALL SIGN OVERLAY M2 100.0000 100.00 0.000 0.00 43 INSTALL SIGN PANEL FLUSH MOUNTED TO EA 300.0000 2,700.00 0.000 0.00 BARRIER 44 INSTALL ROADSIDE SIGN EA 1,900.0000 1,900.00 0.000 0.00 (LAMINATED WOOD BOX POST) 45 STAIN ROCK M2 2.0000 70,400.00 0.000 0.00 46 STAIN CONCRETE M2 4.0000 2,840.00 0.000 0.00 47 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 18,400.00 0.000 0.00 48 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 47,600.00 155.240 26,390.80 49 450 MM REINFORCED CONCRETE PIPE M 170.0000 176,800.00 47.100 8,007.00 330.000 56,100.00 50 600 MM REINFORCED CONCRETE PIPE M 190.0000 518,700.00 156.250 29,687.50 847.060 160,941.40 51 750 MM REINFORCED CONCRETE PIPE M 288.0000 74,880.00 83.300 23,990.40 52 900 MM REINFORCED CONCRETE PIPE M 284.0000 21,868.00 17.060 4,845.04 53 1050 MM REINFORCED CONCRETE PIPE M 989.0000 62,307.00 0.000 0.00 54 1200 MM REINFORCED CONCRETE PIPE M 500.0000 80,000.00 23.150 11,575.00 332.050 166,025.00 55 1650 MM REINFORCED CONCRETE PIPE M 861.0000 58,548.00 25.440 21,903.84 56 2100 MM REINFORCED CONCRETE PIPE M 1,200.0000 115,200.00 0.000 0.00 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 600 MM BITUMINOUS COATED CORRUGATED M 379.0000 87,170.00 12.200 4,623.80 106.200 40,249.80 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 59 750 MM BITUMINOUS COATED CORRUGATED M 644.0000 16,100.00 25.000 16,100.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 60 450 MM BITUMINOUS COATED CORRUGATED M 136.0000 1,768.00 0.000 0.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 61 DRAINAGE INLET MARKER EA 222.0000 1,110.00 0.000 0.00 62 GRATED LINE DRAIN M 296.0000 8,880.00 0.000 0.00 63 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 422.0000 20,256.00 0.000 0.00 64 600 MM STEEL FLARED END SECTION EA 662.0000 2,648.00 0.000 0.00 65 450 MM CONCRETE FLARED END SECTION EA 860.0000 3,440.00 0.000 0.00 66 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 20,000.00 2.000 2,000.00 67 750 MM CONCRETE FLARED END SECTION EA 1,350.0000 1,350.00 0.000 0.00 68 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 69 900 MM REINFORCED CONCRETE PIPE RISER M 1,300.0000 15,600.00 2.990 3,887.00 70 ABANDON WATER LINE M 12.0000 35,760.00 0.000 0.00 71 300 MM STEEL CEMENT-MORTAR LINED AND M 350.0000 255,500.00 0.000 0.00 COATED WATER MAIN (CLASS 350) 72 400 MM STEEL CEMENT-MORTAR LINED AND M 480.0000 432,000.00 0.000 0.00 COATED WATER MAIN (CLASS 350) 73 200 MM CHECK VALVE EA 4,400.0000 4,400.00 0.000 0.00 74 200 MM STEEL CEMENT-MORTAR LINED AND M 345.0000 58,650.00 0.000 0.00 COATED WATER MAIN (CLASS 350) 75 250 MM POLYVINYL CHLORIDE WATER PIPE M 145.0000 105,850.00 0.000 0.00 (CLASS 200) 76 300 MM POLYVINYL CHLORIDE WATER PIPE M 180.0000 144,000.00 0.000 0.00 (CLASS 200) 77 50 MM AIR RELEASE VALVE EA 4,800.0000 28,800.00 0.000 0.00 78 50 MM BLOW-OFF VALVE EA 2,500.0000 12,500.00 0.000 0.00 79 TELEVISING SEWER MAIN LS 3,000.0000 3,000.00 0.000 0.00 80 200 MM POLYVINYL CHLORIDE WATER PIPE M 163.0000 14,344.00 0.000 0.00 (CLASS 200) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 SEWER MANHOLE EA 7,500.0000 37,500.00 0.000 0.00 85 760 MM SEWER STEEL ENCASEMENT M 485.0000 27,645.00 0.000 0.00 (7.00 MM THICK) 86 MINOR CONCRETE (PIPE ENCASEMENT) M3 344.0000 5,160.00 32.440 11,159.36 87 ROCK SLOPE PROTECTION (4T, METHOD A) M3 54.0000 9,180.00 0.000 0.00 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 49.0000 1,078,000.00 7,806.000 382,494.00 18,033.000 883,617.00 89 ROCK SLOPE PROTECTION M3 149.0000 11,920.00 0.000 0.00 (BACKING NO. 1, METHOD B) 90 ROCK SLOPE PROTECTION M3 254.0000 33,020.00 0.000 0.00 (BACKING NO. 2, METHOD B) 91 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 65.0000 215,150.00 0.000 0.00 92 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 90.0000 5,400.00 0.000 0.00 93 MINOR CONCRETE (SLOPE PROTECTION) M3 367.0000 300,940.00 72.020 26,431.34 279.330 102,514.11 94 ROCK SLOPE PROTECTION FABRIC M2 8.0000 7,600.00 0.000 0.00 95 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 225,000.00 0.000 0.00 CONSTRUCTION) 96 MISCELLANEOUS IRON AND STEEL KG 5.0000 94,500.00 0.000 0.00 97 MISCELLANEOUS METAL KG 11.0000 26,510.00 0.000 0.00 F) (RESTRAINER - BAR TYPE) 98 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 49,980.00 0.000 0.00 F) 99 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 171,600.00 0.000 0.00 F) 00 WILDLIFE FENCE M 73.0000 751,900.00 0.000 0.00 01 ARROYO TOAD FENCE M 7.5000 41,175.00 0.000 0.00 02 CONTINUOUS POST BARRICADE M 200.0000 1,400.00 0.000 0.00 03 RAIL FENCE M 100.0000 7,600.00 0.000 0.00 04 LOCKABLE CONTROL GATE EA 7,500.0000 7,500.00 0.000 0.00 05 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 06 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 5,000.0000 10,000.00 0.000 0.00 07 1.2 M CHAIN LINK GATE (TYPE CL-2.4) EA 1,000.0000 41,000.00 0.000 0.00 08 DELINEATOR (CLASS 1) EA 30.0000 20,400.00 0.000 0.00 09 MILEPOST MARKER EA 50.0000 1,600.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 GUARD RAILING DELINEATOR EA 30.0000 3,600.00 0.000 0.00 11 OBJECT MARKER (TYPE N) EA 50.0000 200.00 0.000 0.00 12 METAL BEAM GUARD RAILING M 75.0000 39,750.00 0.000 0.00 13 TUBULAR HANDRAILING M 200.0000 147,600.00 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE 25A MODIFIED) M 290.0000 580.00 0.000 0.00 F) 15 CABLE RAILING M 78.0000 11,700.00 0.000 0.00 16 TRANSITION RAILING (TYPE WB) EA 2,500.0000 22,500.00 0.000 0.00 17 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 6,750.00 0.000 0.00 18 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 15,000.00 0.000 0.00 19 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 0.000 0.00 20 CRASH CUSHION (REACT 9CBB) EA 27,000.0000 486,000.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60) M 150.0000 966,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60A) M 167.0000 11,189.00 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE 60C) M 210.0000 174,300.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 736) M 166.0000 238,874.00 0.000 0.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 40,120.00 0.000 0.00 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,430.00 0.000 0.00 27 PAINT TRAFFIC STRIPE (1-COAT) M 0.5000 19,250.00 2,758.000 1,379.00 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 33,550.00 0.000 0.00 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,176.00 0.000 0.00 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 12,705.00 0.000 0.00 31 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 32 SIGNAL AND LIGHTING LS 10,500.0000 10,500.00 0.000 0.00 (TEMPORARY LOCATION 1) 33 SIGNAL AND LIGHTING (LOCATION 1) LS 19,300.0000 19,300.00 0.000 0.00 34 SIGNAL AND LIGHTING (LOCATION 2) LS 240,000.0000 240,000.00 0.000 0.00 35 SIGNAL AND LIGHTING (LOCATION 3) LS 187,000.0000 187,000.00 0.000 0.00 36 SIGNAL AND LIGHTING (LOCATION 4) LS 123,000.0000 123,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 37 SIGNAL AND LIGHTING (LOCATION 5) LS 258,000.0000 258,000.00 0.000 0.00 38 SIGNAL AND LIGHTING (LOCATION 6) LS 124,000.0000 124,000.00 0.000 0.00 39 SIGNAL AND LIGHTING (LOCATION 7) LS 183,000.0000 183,000.00 0.000 0.00 40 SIGNAL AND LIGHTING (LOCATION 8) LS 127,000.0000 127,000.00 0.000 0.00 41 LIGHTING LS 195,000.0000 195,000.00 0.000 0.00 42 LIGHTING (CITY STREET) LS 55,000.0000 55,000.00 0.000 0.00 43 COMMUNICATION SYSTEM LS 650,000.0000 650,000.00 0.000 0.00 44 NETWORKING AND COMMUNICATION EQUIPMENT LS 75,600.0000 75,600.00 0.000 0.00 45 SPRINKLER CONTROL CONDUIT (BRIDGE) M 47.0000 8,460.00 0.000 0.00 46 ELECTRIC SERVICE (IRRIGATION) LS 9,500.0000 9,500.00 0.000 0.00 47 TRAFFIC MONITORING STATION (LOCATION 1) LS 28,000.0000 28,000.00 0.000 0.00 48 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,000.0000 24,000.00 0.000 0.00 49 150 MM FIRE HYDRANT AND ASSEMBLY EA 4,000.0000 8,000.00 0.000 0.00 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 REMOVE ASBESTOS CEMENT WATER LINE M 83.0000 46,480.00 0.000 0.00 52 REMOVE SEWER PIPE M 28.0000 3,360.00 0.000 0.00 53 MODIFY MANHOLE EA 6,300.0000 12,600.00 0.000 0.00 54 560 MM SEWER STEEL ENCASEMENT M 1,000.0000 41,000.00 0.000 0.00 (9.5 MM THICK) 55 350 MM POLYVINYL CHLORIDE SEWER FORCE M 2,000.0000 90,000.00 0.000 0.00 MAIN (AWWA C-905) (SDR 26) 56 300 MM POLYVINYL CHLORIDE SEWER PIPE M 365.0000 21,900.00 0.000 0.00 (SDR 35) 57 250 MM POLYVINYL CHLORIDE SEWER PIPE M 250.0000 32,500.00 0.000 0.00 (SDR 26) PROGRAM CAS145 PAGE 11 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 02:15 PM ESTIMATE NO. 11 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 11/20/10 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,372,357.41 16,510,835.78 ADJUSTMENT OF COMPENSATION -946.57 8,238.81 EXTRA WORK 55,660.97 285,064.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,427,071.81 16,804,138.93 58 MOBILIZATION LS 5500,000.0000 5,500,000.00 0.950 5,225,000.00 ORIGINAL CONTRACT AMOUNT 61,023,992.00 TOTAL WORK COMPLETED 3,427,071.81 22,029,138.93 MATERIALS ON HAND ON SITE 263,435.72 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -18,155.00 -30,155.00 TOTAL 3,408,916.81 22,262,419.65 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 10/09/13 181 19 0 0 35% 28% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 11/22/10