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 09/22/09 EST. NO.21 TIME 01:34 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 --------------------------------------------------------------------------- 001 0057 1,586.34 E.W. @ F.A.(+) 102108 N 0359.0 0064 584.73 082609 N 0364.0 0065 273.76 090109 N 0365.0 0066 410.64 090209 N 0366.0 0067 1,856.90 081809 N 0367.0 0068 257.34 081909 N 0368.0 0069 3,143.55 082809 N 0369.0 0070 48.72 082809 N 369.10 022 0004 10,425.87 E.W. @ U.P (+) 081909 N 0004 0 0005 3,787.88 A.C. @ L.S.(+) 092109 N 000050 030 0001 436.99 E.W. @ F.A.(+) 081109 N 0358.0 039 0001 1,997.60 A.C. @ U.P.(+) 091709 N 1 0 040 0001 17,271.99 E.W. @ L.S.(+) 030909 N 1 0 42,082.31 TOTAL THIS ESTIMATE 4,374,126.46 TOTAL PREVIOUS ESTIMATE 4,416,208.77 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 09/22/09 EST. NO.21 TIME 01:34 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 O/S PRS NOV -10,000.00 12 O/S PRS DEC -10,000.00 13 PRS RECD JULY 10,000.00 13 PRS RECD SEPT 10,000.00 13 PRS RECD OCT 10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS JAN 09 -10,000.00 14 O/S PRS FEB -10,000.00 15 PRS RECD DEC 08 10,000.00 15 PRS RECD JAN 09 10,000.00 15 PRS RECD FEB 10,000.00 16 O/S PRS APRIL -10,000.00 17 O/S PRS MAY -10,000.00 18 PRS RECD APRIL 10,000.00 18 PRS RECD MAY 10,000.00 19 O/S PRS JULY -10,000.00 20 O/S PRS AUG -10,000.00 21 PRS RECD JULY 10,000.00 21 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 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 20.000 41,300.00 401.000 828,065.00 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 0.028 7,000.00 0.558 139,500.00 06 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.011 60.50 0.723 3,976.50 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL M2 0.2000 89,000.00 7,649.720 1,529.94 149,213.180 29,842.64 S) 08 TEMPORARY FIBER ROLL M 8.0000 412,800.00 1,482.000 11,856.00 39,398.160 315,185.28 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 112,000.00 1.119 3,133.20 22.322 62,501.60 10 TEMPORARY CONSTRUCTION ENTRANCE EA 11,500.0000 115,000.00 14.000 161,000.00 11 TEMPORARY CHECK DAM M 6.0000 17,400.00 135.200 811.20 1,297.510 7,785.06 12 TEMPORARY STRAW BALE BARRIER M 17.0000 4,250.00 106.070 1,803.19 13 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 1.000 500.00 5.000 2,500.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 39,000.00 33.000 8,580.00 93.000 24,180.00 15 TEMPORARY HYDRAULIC MULCH M2 0.8000 30,240.00 29,381.430 23,505.14 S) (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.028 4,200.00 0.694 104,100.00 17 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.011 352.00 0.623 19,936.00 S) 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.028 8,400.00 0.558 167,400.00 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 0.056 1,064.00 3.116 59,204.00 S) 22 TEMPORARY RAILING (TYPE K) M 26.0000 38,480.00 341.376 8,875.78 2,225.166 57,854.32 PROGRAM CAS145 PAGE 2 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 2,200.00 90.000 9,900.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 400.0000 13,200.00 4.000 1,600.00 48.000 19,200.00 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 67.000 53,600.00 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 3,918.930 78,378.60 S) 29 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 15,750.00 574.144 14,353.60 980.844 24,521.10 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 1.000 4,000.00 33 REMOVE ASPHALT CONCRETE DIKE M 55.0000 5,115.00 540.500 29,727.50 34 REMOVE CULVERT M 100.0000 43,000.00 501.984 50,198.40 35 REMOVE INLET EA 3,000.0000 30,000.00 13.000 39,000.00 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 49.480 3,216.20 611.534 39,749.71 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 0.028 2,800.00 0.558 55,800.00 49 ROADWAY EXCAVATION M3 5.5000 3,855,500.00 355,425.000 1,954,837.50 PROGRAM CAS145 PAGE 3 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 45.000 6,750.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 26,750.00 1,070.000 26,750.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 265,800.00 5,095.750 203,830.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 93,000.00 712.000 53,400.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION A M2 600.0000 204,000.00 329.800 197,880.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 145,000.00 281.300 140,650.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION C M2 600.0000 69,000.00 111.550 66,930.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION D M2 700.0000 392,000.00 543.200 380,240.00 F) 59 IMPORTED BORROW M3 2.5000 535,000.00 224,029.000 560,072.50 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 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 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 0.028 196.00 0.583 4,081.00 S) 66 IRRIGATION SYSTEM LS 108,000.0000 108,000.00 0.340 36,720.00 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 79.000 16,590.00 S) POLYETHYLENE PIPE CONDUIT 70 250 MM CORRUGATED HIGH DENSITY M 220.0000 33,000.00 150.000 33,000.00 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 2,677.980 80,339.40 4,552.500 136,575.00 74 CLASS 2 AGGREGATE BASE M3 40.0000 904,000.00 1,271.170 50,846.80 7,699.930 307,997.20 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,130,000.00 151.150 2,146,330.00 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 54.600 1,465,464.00 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 0.027 22,950.00 0.492 418,200.00 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 6,879,520.00 591.840 293,552.64 9,794.390 4,858,017.44 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 630.0000 327,600.00 519.000 326,970.00 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 648,150.00 236.400 205,668.00 376.400 327,468.00 F) (TYPE N) 01 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 427,450.00 37.500 31,125.00 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 5.290 14,283.00 242.430 654,561.00 F) PROGRAM CAS145 PAGE 5 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,350.00 427.500 26,932.50 F) 06 ARCHITECTURAL TREATMENT M2 190.0000 197,600.00 778.700 147,953.00 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 50,400.00 210.000 50,400.00 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 2,550,600.00 158,524.000 185,473.08 1,572,636.000 1,839,984.12 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 110,050.00 35,500.000 110,050.00 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 50,490.00 767.000 8,437.00 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 6,917.000 69,170.00 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 13.200 52,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 27 1372 MM CAST-IN-DRILLED-HOLE M 3,245.0000 171,985.00 47.000 152,515.00 S) CONCRETE PILE (SIGN FOUNDATION) 28 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 145,000.00 7.600 38,000.00 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 88,400.00 240.000 20,400.00 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 29.000 6,380.00 474.000 104,280.00 40 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 871,000.00 88.700 23,062.00 3,305.100 859,326.00 41 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 147,000.00 350.000 105,000.00 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 54,000.00 240.000 48,000.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 48 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,000.00 177.000 35,400.00 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 8.490 31,413.00 (2.01 MM THICK) 51 450 MM ALTERNATIVE FLARED END SECTION EA 510.0000 4,590.00 10.000 5,100.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 8.000 4,800.00 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,034.170 93,075.30 (BACKING NO. 1, METHOD B) 58 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 30.0000 51,000.00 1,622.125 48,663.75 59 CONCRETE (SLOPE PROTECTION) M3 1,200.0000 38,400.00 50.050 60,060.00 60 SLOPE PAVING (CONCRETE) M3 1,400.0000 371,000.00 27.000 37,800.00 27.000 37,800.00 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 64 ROCK SLOPE PROTECTION FABRIC M2 3.6000 20,484.00 3,586.455 12,911.24 65 MINOR CONCRETE (GUTTER) M 340.0000 3,060.00 0.000 0.00 F) 66 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 790.0000 308,100.00 144.510 114,162.90 314.435 248,403.65 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 6,385.000 25,540.00 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 2,157.830 103,575.84 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 55.000 4,675.00 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 24.000 3,600.00 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 2.000 1,100.00 S) 80 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 30,000.00 4.000 24,000.00 S) 81 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 300.0000 1,500.00 2.000 600.00 S) 82 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 4.000 2,800.00 S) PROGRAM CAS145 PAGE 8 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,500.00 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 1,970.837 1,478.13 10,097.837 7,573.38 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,495.00 345.000 517.50 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 10,836.00 132.000 475.20 420.000 1,512.00 S) 01 SIGNAL AND LIGHTING (LOCATION 1) LS 198,000.0000 198,000.00 0.016 3,168.00 0.052 10,296.00 S) 02 SIGNAL AND LIGHTING (LOCATION 2) LS 119,000.0000 119,000.00 0.188 22,372.00 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 0.253 12,017.50 0.253 12,017.50 S) 05 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 0.047 27,025.00 0.324 186,300.00 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 80.000 4,000.00 S) 08 COMMUNICATION CONDUIT SYSTEM LS 400,000.0000 400,000.00 0.519 207,600.00 S) 09 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 38,700.00 20.000 900.00 S) PROGRAM CAS145 PAGE 9 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 2,900.00 0.400 23,200.00 S) 13 RAMP METERING SYSTEM (LOCATION 2) LS 66,000.0000 66,000.00 0.358 23,628.00 S) 14 RAMP METERING SYSTEM (LOCATION 3) LS 73,000.0000 73,000.00 0.186 13,578.00 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 01:34 PM ESTIMATE NO. 21 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 09/20/09 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,203,610.07 33,307,452.81 ADJUSTMENT OF COMPENSATION 5,785.48 -400,530.21 EXTRA WORK 36,296.83 4,816,738.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,245,692.38 37,723,661.58 18 MOBILIZATION LS 2380,000.0000 2,380,000.00 1.000 2,380,000.00 ORIGINAL CONTRACT AMOUNT 56,821,094.00 TOTAL WORK COMPLETED 1,245,692.38 40,103,661.58 MATERIALS ON HAND ON SITE 617,418.71 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,245,692.38 40,711,080.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (S) SYSTEM ELEMENTS DURING CONN 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 12/31/10 398 19 0 3 67% 55% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 09/22/09