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 11/21/08 EST. NO.11 TIME 02:01 PM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0005 1,055.89 E.W. @ F.A.(+) 072408 N 0199.0 011 0299 990.00 E.W. @ F.A.(+) 100208 N 0221.2 0300 99.00 100308 N 0222.2 0301 19,305.72 100708 N 0224.0 0302 20,435.54 100808 N 0228.0 0303 19,318.66 100908 N 0229.0 0304 18,029.30 101008 N 0230.0 0305 3,104.40 101308 N 0233.0 0306 1,908.53 101408 N 0236.0 0307 11,037.77 101708 N 0239.0 013 0024 160.01 E.W. @ F.A.(+) 101008 N 0234.0 0025 329.33 101308 N 0235.0 0026 164.18 102308 N 0237.0 0027 102.62 102408 N 0238.0 022 0001 37,717.59 E.W. @ U.P (+) 102108 N 000010 133,758.54 TOTAL THIS ESTIMATE 3,842,513.39 TOTAL PREVIOUS ESTIMATE 3,976,271.93 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 11/21/08 EST. NO.11 TIME 02:01 PM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS JAN -10,000.00 02 O/S PRS FEB -10,000.00 03 O/S PRS MARCH -10,000.00 04 O/S PRS APR -10,000.00 05 PRS RECD JAN 10,000.00 05 PRS RECD FEB 10,000.00 05 PRS RECD MAR 10,000.00 05 O/S PRS MAY -10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD MAY 10,000.00 07 PRS RECD APRIL 10,000.00 07 O/S PRS JULY -10,000.00 08 PRS RECD JUNE 10,000.00 08 O/S PRS AUG -10,000.00 09 O/S PRS SEPT -10,000.00 10 PRS RECD AUG 10,000.00 10 O/S PRS OCT -10,000.00 11 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 LOCATION PROGRESS ESTIMATE 11-SD-52-14.1/16.3 ----------------- ERRECA'S, INC. IN SAN DIEGO COUNTY AT VARIOUS 12570 SLAUGHTERHOUSE CNY ROAD LOCATIONS LAKESIDE, CA 92040 FED. AID NO. N O N E CONSTRUCT FOUR-LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.750 9,375.00 02 TIME-RELATED OVERHEAD WDAY 2,065.0000 1,476,475.00 21.000 43,365.00 209.000 431,585.00 03 TEMPORARY FENCE M 45.0000 7,200.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,250.00 160.000 2,400.00 S) 05 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 0.029 7,250.00 0.292 73,000.00 06 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.012 66.00 0.617 3,393.50 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL M2 0.2000 89,000.00 -28,905.610 -5,781.12 80,478.390 16,095.68 S) 08 TEMPORARY FIBER ROLL M 8.0000 412,800.00 2,922.770 23,382.16 27,955.970 223,647.76 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 112,000.00 1.175 3,290.00 11.692 32,737.60 10 TEMPORARY CONSTRUCTION ENTRANCE EA 11,500.0000 115,000.00 14.000 161,000.00 11 TEMPORARY CHECK DAM M 6.0000 17,400.00 94.670 568.02 518.670 3,112.02 12 TEMPORARY STRAW BALE BARRIER M 17.0000 4,250.00 0.000 0.00 13 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 2.000 1,000.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 39,000.00 60.000 15,600.00 15 TEMPORARY HYDRAULIC MULCH M2 0.8000 30,240.00 3,725.750 2,980.60 3,725.750 2,980.60 S) (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.029 4,350.00 0.292 43,800.00 17 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.012 384.00 0.517 16,544.00 S) 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.029 8,700.00 0.292 87,600.00 S) 19 TYPE III BARRICADE EA 50.0000 300.00 0.000 0.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,755.00 0.000 0.00 S) (LEFT IN PLACE) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 19,000.0000 76,000.00 0.059 1,121.00 2.585 49,115.00 S) 22 TEMPORARY RAILING (TYPE K) M 26.0000 38,480.00 1,822.890 47,395.14 PROGRAM CAS145 PAGE 2 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 110.0000 12,100.00 70.000 7,700.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 400.0000 13,200.00 33.000 13,200.00 S) 25 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,500.0000 38,500.00 7.000 38,500.00 S) 26 ABANDON CULVERT M 800.0000 3,200.00 35.000 28,000.00 27 ABANDON IRRIGATION CROSSOVER EA 3,000.0000 3,000.00 1.000 3,000.00 28 REMOVE FENCE M 20.0000 58,000.00 3,446.700 68,934.00 S) 29 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 15,750.00 406.700 10,167.50 S) MARKING 30 REMOVE CHANNELIZERS EA 5.0000 310.00 0.000 0.00 S) 31 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 32 REMOVE SIGN STRUCTURE EA 4,000.0000 4,000.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE DIKE M 55.0000 5,115.00 246.800 13,574.00 34 REMOVE CULVERT M 100.0000 43,000.00 351.604 35,160.40 35 REMOVE INLET EA 3,000.0000 30,000.00 7.000 21,000.00 36 REMOVE SLOPE PAVING LS 6,000.0000 6,000.00 1.000 6,000.00 37 RECONSTRUCT METAL BEAM GUARD RAILING M 65.0000 10,400.00 0.000 0.00 S) 38 RESET ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 39 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 40 ADJUST INLET EA 3,000.0000 6,000.00 0.000 0.00 41 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 0.000 0.00 42 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 S) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 29,640.00 0.000 0.00 S) 44 REMOVE CONCRETE M3 65.0000 35,100.00 0.410 26.65 542.024 35,231.56 45 REMOVE CONCRETE (RETAINING WALL) M 35.0000 30,100.00 785.500 27,492.50 46 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 0.000 0.00 47 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 48 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.029 2,900.00 0.292 29,200.00 49 ROADWAY EXCAVATION M3 5.5000 3,855,500.00 251,164.000 1,381,402.00 PROGRAM CAS145 PAGE 3 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 36.0000 227,700.00 6,325.000 227,700.00 F) 51 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 6,750.00 22.500 3,375.00 22.500 3,375.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 26,750.00 340.000 8,500.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 265,800.00 18.000 720.00 1,109.500 44,380.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 93,000.00 460.000 34,500.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION A M2 600.0000 204,000.00 0.000 0.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 145,000.00 0.000 0.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION C M2 600.0000 69,000.00 0.000 0.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION D M2 700.0000 392,000.00 0.000 0.00 F) 59 IMPORTED BORROW M3 2.5000 535,000.00 194,442.000 486,105.00 60 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 S) 61 EROSION CONTROL (TYPE D) M2 0.8000 192,000.00 41,116.000 32,892.80 41,116.000 32,892.80 S) 62 FIBER ROLLS M 8.0000 47,920.00 0.000 0.00 63 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,500.00 2.000 1,000.00 2.000 1,000.00 S) 64 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 0.000 0.00 S) 65 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.121 847.00 0.294 2,058.00 S) 66 IRRIGATION SYSTEM LS 108,000.0000 108,000.00 0.000 0.00 S) 67 NPS 3 SUPPLY LINE (BRIDGE) M 170.0000 137,700.00 0.000 0.00 68 WATER METER EA 30,000.0000 120,000.00 4.000 120,000.00 S) 69 200 MM CORRUGATED HIGH DENSITY M 210.0000 16,800.00 24.000 5,040.00 S) POLYETHYLENE PIPE CONDUIT 70 250 MM CORRUGATED HIGH DENSITY M 220.0000 33,000.00 78.000 17,160.00 S) POLYETHYLENE PIPE CONDUIT 71 EXTEND 350 MM CONDUIT M 350.0000 5,250.00 15.000 5,250.00 S) 72 FINISHING ROADWAY LS 35,000.0000 35,000.00 0.000 0.00 73 CLASS 4 AGGREGATE SUBBASE M3 30.0000 256,500.00 580.000 17,400.00 74 CLASS 2 AGGREGATE BASE M3 40.0000 904,000.00 1,250.000 50,000.00 75 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 0.000 0.00 76 ASPHALT CONCRETE (TYPE A) TONN 102.0000 1,897,200.00 283.470 28,913.94 PROGRAM CAS145 PAGE 4 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT CONCRETE BASE (TYPE A) TONN 96.0000 1,286,400.00 0.000 0.00 78 PLACE ASPHALT CONCRETE DIKE M 11.0000 46,200.00 0.000 0.00 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 15,300.00 0.000 0.00 AREA) 80 CONCRETE PAVEMENT M3 245.0000 2,646,000.00 0.000 0.00 81 SEAL PAVEMENT JOINT M 5.0000 89,500.00 0.000 0.00 82 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 1,800.00 0.000 0.00 83 FURNISH STEEL PILING (HP 360 X 132) M 60.0000 408,000.00 6,735.150 404,109.00 84 DRIVE STEEL PILE (HP 360 X 132) EA 3,000.0000 1,749,000.00 584.000 1,752,000.00 S) 85 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 190,750.00 2,724.750 190,732.50 86 DRIVE STEEL PILE (HP 360 X 174) EA 3,000.0000 795,000.00 265.000 795,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 47,040.00 0.000 0.00 S) PILING 88 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 562.0000 10,116.00 18.000 10,116.00 S) PILING 89 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 14,200.0000 2,130,000.00 20.200 286,840.00 71.200 1,011,040.00 S) PILING 90 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 37,607.0000 2,782,918.00 71.668 2,695,218.48 S) PILING 91 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 26,840.0000 1,476,200.00 12.600 338,184.00 25.800 692,472.00 S) PILING (ROCK SOCKET) 92 3.0 CAST-IN-DRILLED-HOLE CONCRETE PILING M 146,825.0000 2,349,200.00 15.662 2,299,573.15 S) (ROCK SOCKET) 93 FURNISH PILING (CLASS 400) M 30.0000 9,240.00 308.000 9,240.00 (ALTERNATIVE X) 94 DRIVE PILE (CLASS 400) (ALTERNATIVE X) EA 3,900.0000 175,500.00 45.000 175,500.00 S) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 850,000.0000 850,000.00 0.053 45,050.00 0.114 96,900.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 525,000.00 1,750.000 525,000.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 496.0000 6,879,520.00 691.410 342,939.36 3,200.470 1,587,433.12 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 630.0000 327,600.00 230.000 144,900.00 F) 99 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 104,000.00 0.000 0.00 F) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 870.0000 648,150.00 0.000 0.00 F) (TYPE N) 01 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 427,450.00 0.000 0.00 F) (TYPE N MODIFIED) 02 CLASS 2 CONCRETE (BOX CULVERT) M3 540.0000 886,680.00 1,642.000 886,680.00 F) 03 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 666,900.00 185.441 500,690.70 F) PROGRAM CAS145 PAGE 5 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (SOUND WALL) M3 860.0000 8,600.00 0.000 0.00 F) 05 EXPOSED AGGREGATE FINISH M2 63.0000 28,350.00 204.000 12,852.00 204.000 12,852.00 F) 06 ARCHITECTURAL TREATMENT M2 190.0000 197,600.00 232.000 44,080.00 F) (COBBLESTONE TEXTURE) 07 FRACTURED RIB TEXTURE M2 330.0000 26,400.00 80.000 26,400.00 F) 08 TRAPEZOIDAL RIB TEXTURE M2 240.0000 50,400.00 40.000 9,600.00 140.000 33,600.00 F) 09 SOUND WALL (MASONRY BLOCK) M2 420.0000 361,200.00 0.000 0.00 SF) 10 JOINT SEAL ASSEMBLY (MR 60 MM) M 380.0000 46,360.00 0.000 0.00 S) 11 JOINT SEAL (MR 50 MM) M 327.0000 125,895.00 0.000 0.00 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 1.1700 2,550,600.00 192,949.000 225,750.33 785,588.000 919,137.96 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 110,050.00 16,500.000 51,150.00 SF) 14 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 635,607.00 211,869.000 635,607.00 SF) 15 HEADED BAR REINFORCEMENT EA 80.0000 116,400.00 1,455.000 116,400.00 SF) 16 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 50,490.00 0.000 0.00 F) 17 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 5.4000 24,786.00 0.000 0.00 SF) 18 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 860,150.00 0.000 0.00 F) 19 INSTALL SIGN STRUCTURE (TRUSS) KG 1.8000 150,669.00 0.000 0.00 F) 20 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 34.0000 3,842.00 0.000 0.00 F) 21 FURNISH LAMINATED PANEL SIGN M2 155.0000 52,700.00 0.000 0.00 (25.4 MM-TYPE A) 22 FURNISH SINGLE SHEET ALUMINUM SIGN M2 70.0000 3,080.00 0.000 0.00 (1.6 MM-UNFRAMED) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 5,100.00 0.000 0.00 (2.0 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 1,900.00 0.000 0.00 (1.6 MM-FRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 500.00 0.000 0.00 (2.0 MM-FRAMED) 26 920 MM CAST-IN-DRILLED-HOLE M 4,000.0000 56,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 27 1372 MM CAST-IN-DRILLED-HOLE M 3,245.0000 171,985.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 28 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 145,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 29 METAL (RAIL MOUNTED SIGN) KG 25.0000 3,000.00 0.000 0.00 SF) 30 ROADSIDE SIGN - ONE POST EA 100.0000 700.00 0.000 0.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROADSIDE SIGN - ONE POST EA 430.0000 30,530.00 0.000 0.00 32 ROADSIDE SIGN - TWO POST EA 1,100.0000 9,900.00 0.000 0.00 33 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 0.000 0.00 METHOD) 34 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0.00 EXISTING POST 35 INSTALL SIGN PANEL ON BARRICADE EA 100.0000 200.00 0.000 0.00 36 PAINT CURB (2-COAT) M 7.0000 2,450.00 0.000 0.00 37 PREPARE AND STAIN CONCRETE M2 85.0000 88,400.00 0.000 0.00 S) 38 200 MM ALTERNATIVE PIPE CULVERT M 1,100.0000 16,500.00 0.000 0.00 39 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 57,200.00 265.000 58,300.00 40 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 871,000.00 2,563.260 666,447.60 41 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 147,000.00 343.000 102,900.00 42 900 MM ALTERNATIVE PIPE CULVERT M 360.0000 79,200.00 221.000 79,560.00 43 1050 MM ALTERNATIVE PIPE CULVERT M 470.0000 65,800.00 133.000 62,510.00 44 1350 MM ALTERNATIVE PIPE CULVERT M 760.0000 174,800.00 231.000 175,560.00 45 1350 MM REINFORCED CONCRETE PIPE M 720.0000 86,400.00 110.000 79,200.00 46 750 MM BITUMINOUS COATED CORRUGATED M 340.0000 15,300.00 52.000 17,680.00 STEEL PIPE (2.01 MM THICK) 47 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 54,000.00 143.000 28,600.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 48 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,000.00 109.000 21,800.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 49 GRATED LINE DRAIN M 500.0000 15,500.00 0.000 0.00 50 1200 MM CORRUGATED STEEL PIPE RISER M 3,700.0000 10,360.00 7.350 27,195.00 (2.01 MM THICK) 51 450 MM ALTERNATIVE FLARED END SECTION EA 510.0000 4,590.00 4.000 2,040.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 6.000 3,600.00 53 750 MM ALTERNATIVE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 54 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 8,500.00 7.400 6,290.00 55 TELEVISING SEWER MAIN M 21.0000 2,310.00 921.000 19,341.00 S) 56 MINOR CONCRETE (PIPE ENCASEMENT) M3 600.0000 600.00 3.210 1,926.00 PROGRAM CAS145 PAGE 7 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 ROCK SLOPE PROTECTION M3 90.0000 87,300.00 954.434 85,899.06 (BACKING NO. 1, METHOD B) 58 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 30.0000 51,000.00 1,543.713 46,311.39 59 CONCRETE (SLOPE PROTECTION) M3 1,200.0000 38,400.00 13.000 15,600.00 31.570 37,884.00 60 SLOPE PAVING (CONCRETE) M3 1,400.0000 371,000.00 0.000 0.00 F) 61 SLOPE PAVING (MASONRY BLOCK) M2 204.0000 405,960.00 0.000 0.00 F) 62 SLOPE PAVING (ROCK COBBLE) M2 130.0000 117,000.00 0.000 0.00 F) 63 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 99.013 49,506.50 99.013 49,506.50 64 ROCK SLOPE PROTECTION FABRIC M2 3.6000 20,484.00 3,215.945 11,577.40 65 MINOR CONCRETE (GUTTER) M 340.0000 3,060.00 0.000 0.00 F) 66 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 790.0000 308,100.00 25.450 20,105.50 25.450 20,105.50 CONCRETE BARRIER TRANSITION, AND DRIVEWAY) 67 MINOR CONCRETE (TEXTURED PAVING) M2 92.0000 282,440.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.0000 111,796.00 5,282.000 21,128.00 SF) 69 CHAIN LINK FENCE (TYPE CL-0.9, M 100.0000 900.00 0.000 0.00 S) VINYL-CLAD) 70 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 239,040.00 1,834.000 88,032.00 S) VINYL-CLAD) 71 CHAIN LINK GATE EA 725.0000 9,425.00 0.000 0.00 S) 72 CONCRETE BARRIER MARKER EA 20.0000 1,420.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 50.0000 6,500.00 0.000 0.00 74 GUARD RAILING DELINEATOR EA 20.0000 1,500.00 0.000 0.00 75 METAL BEAM GUARD RAILING M 85.0000 54,400.00 0.000 0.00 S) 76 CONCRETE BARRIER (TYPE K) M 54.0000 4,968.00 0.000 0.00 77 DOUBLE METAL BEAM GUARD RAILING M 150.0000 6,450.00 0.000 0.00 S) 78 TRANSITION RAILING (TYPE WB) EA 5,600.0000 67,200.00 0.000 0.00 S) 79 RAIL TENSIONING ASSEMBLY EA 550.0000 2,200.00 0.000 0.00 S) 80 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 30,000.00 0.000 0.00 S) 81 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 300.0000 1,500.00 0.000 0.00 S) 82 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 40,000.00 0.000 0.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 54,000.0000 162,000.00 0.000 0.00 S) 85 CONCRETE BARRIER (TYPE 60) M 135.0000 463,050.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 175.0000 63,700.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 60E) M 200.0000 10,400.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 736) M 276.0000 555,036.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 736A) M 206.0000 24,308.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 736 MODIFIED) M 316.0000 238,896.00 0.000 0.00 F) 91 CONCRETE BARRIER (TYPE 736A MODIFIED) M 216.0000 17,064.00 0.000 0.00 F) 92 CONCRETE BARRIER (TYPE 736SV) M 647.0000 54,348.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 742) M 440.0000 144,320.00 0.000 0.00 F) 94 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 13,680.00 37.680 1,356.48 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8000 8,484.00 0.000 0.00 S) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,070.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 286.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 22,425.00 8,127.000 6,095.25 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,495.00 345.000 517.50 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 10,836.00 288.000 1,036.80 S) 01 SIGNAL AND LIGHTING (LOCATION 1) LS 198,000.0000 198,000.00 0.000 0.00 S) 02 SIGNAL AND LIGHTING (LOCATION 2) LS 119,000.0000 119,000.00 0.000 0.00 S) 03 SIGNAL AND LIGHTING (CITY) LS 2,500.0000 2,500.00 0.000 0.00 S) 04 LIGHTING (CITY STREET) LS 47,500.0000 47,500.00 0.000 0.00 S) 05 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 0.004 2,300.00 0.095 54,625.00 S) 06 INTERCONNECTION CONDUIT AND CABLE (CITY) M 55.0000 15,400.00 0.000 0.00 S) 07 LIGHTING CONDUIT (BRIDGE) M 50.0000 56,000.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT SYSTEM LS 400,000.0000 400,000.00 0.129 51,600.00 S) 09 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 38,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.503 10,060.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 2) LS 38,000.0000 38,000.00 0.000 0.00 S) 12 RAMP METERING SYSTEM (LOCATION 1) LS 58,000.0000 58,000.00 0.350 20,300.00 S) 13 RAMP METERING SYSTEM (LOCATION 2) LS 66,000.0000 66,000.00 0.000 0.00 S) 14 RAMP METERING SYSTEM (LOCATION 3) LS 73,000.0000 73,000.00 0.000 0.00 S) 15 TRACK WORK LS 38,000.0000 38,000.00 0.000 0.00 S) 16 CATENARY WORK - PHASE 1 LS 55,000.0000 55,000.00 0.000 0.00 S) 17 CATENARY WORK - PHASE 2 LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:01 PM ESTIMATE NO. 11 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,480,164.80 21,618,784.39 ADJUSTMENT OF COMPENSATION 0.00 -624,500.00 EXTRA WORK 133,758.54 4,600,771.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,613,923.34 25,595,056.32 18 MOBILIZATION LS 2380,000.0000 2,380,000.00 0.950 2,261,000.00 ORIGINAL CONTRACT AMOUNT 56,821,094.00 TOTAL WORK COMPLETED 1,613,923.34 27,856,056.32 MATERIALS ON HAND ON SITE 1,087,173.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 1,603,923.34 28,913,230.31 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/31/07 965 01/15/08 01/15/08 12/08/10 209 5 0 0 46% 29% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/08