PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/22/07 EST. NO.06 TIME 01:34 PM R.E. NAME: BREYER, RICHARD 11-080944 --------------------------------------------------------------------------- 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 0022 961.87 E.W. @ F.A.(+) 120606 N 0069.0 0023 245.10 121106 N 0071.0 0024 191.62 102306 N 0073.0 0025 335.80 110206 N 0075.0 0026 31.93 110206 N 0079.0 0028 1,073.60 111706 N 0087.0 003 0002 -1,635.48 A.C. @ U.P.(-) 122006 N 2 0 0003 -2,199.30 010107 N 3 0 009 0002 990.00 E.W. @ F.A.(+) 092606 N 0085.0 010 0009 536.91 E.W. @ F.A.(+) 111306 N 0066.0 011 0005 167.68 E.W. @ F.A.(+) 120106 N 0068.0 0006 203.60 120706 N 0070.0 012 0004 1,325.00 E.W. @ F.A.(+) 091906 N 0078.0 017 0001 335.80 E.W. @ F.A.(+) 110206 N 0076.0 2,564.13 TOTAL THIS ESTIMATE 39,985.54 TOTAL PREVIOUS ESTIMATE 42,549.67 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 01/22/07 EST. NO.06 TIME 01:34 PM R.E. NAME: BREYER, RICHARD 11-080944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RW448L MIX, 9.5MM -1,209.60 04 SHOTCRETE AT RW444L -151.20 06 -151.20 -1,360.80 LABOR COMPLIANCE VIOLATION O/S PRS AUG -10,000.00 02 O/S PRS SEPT -10,000.00 03 PRS RECD AUG 10,000.00 03 O/S PRS OCT -10,000.00 04 O/S PRS NOV -10,000.00 05 PRS RECD SEPT 10,000.00 05 O/S PRS DEC -10,000.00 06 PRS RECD OCT 10,000.00 06 0.00 -20,000.00 TOTAL DEDUCTIONS -151.20 -21,360.80 PROGRAM CAS145 PAGE 1 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 LOCATION PROGRESS ESTIMATE 11-SD-15-M18.6/M27.7 ----------------- FCI CONSTRUCTION IN SAN DIEGO COUNTY IN SAN DIEGO 2585 BUSINESS PARK DRIVE AND ESCONDIDO FROM 0.7 KM NORTH OF SAN DIEGO,CA 92081 POWAY ROAD OVERCROSSING TO 0.1 KM SOUTH OF CLARENCE LANE UNDERCROSSING FED. AID NO. ACIM-015 -4(201)N ,CMST-6211(50) ,PL-6211(50) CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 3,125.00 02 TIME-RELATED OVERHEAD WDAY 3,100.0000 1,674,000.00 19.000 58,900.00 108.000 334,800.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 8,025.00 511.000 7,665.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.6000 11,760.00 0.000 0.00 S) 06 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.9000 34,830.00 0.000 0.00 S) 07 TEMPORARY EROSION CONTROL (TYPE 3) M2 0.4000 7,840.00 0.000 0.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 4) M2 0.8000 30,960.00 669.000 535.20 29,599.700 23,679.76 S) 09 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 10 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.035 5,250.00 0.200 30,000.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,400.0000 48,000.00 7.000 16,800.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 96,800.00 7.000 30,800.00 13 TEMPORARY CHECK DAM M 25.0000 150,000.00 21.000 525.00 199.000 4,975.00 14 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 2.000 1,000.00 S) (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 64,000.00 2.000 400.00 61.000 12,200.00 16 STREET SWEEPING LS 180,000.0000 180,000.00 0.035 6,300.00 0.200 36,000.00 S) 17 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.014 350.00 0.480 12,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.035 12,250.00 0.200 70,000.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 0.422 4,220.00 2.400 24,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 29.0000 565,500.00 799.500 23,185.50 9,232.770 267,750.33 S) 21 TRAFFIC PLASTIC DRUMS EA 80.0000 21,600.00 21.000 1,680.00 116.000 9,280.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 21.000 4,200.00 77.000 15,400.00 S) PROGRAM CAS145 PAGE 2 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,000.0000 24,000.00 5.000 30,000.00 24 ABANDON CULVERT M 220.0000 5,720.00 0.000 0.00 25 ABANDON IRRIGATION CROSSOVER EA 700.0000 6,300.00 0.000 0.00 S) 26 REMOVE CHAIN LINK FENCE M 20.0000 5,800.00 556.000 11,120.00 27 MAINTAIN TEMPORARY FENCE (TYPE ESA) LS 25,000.0000 25,000.00 0.035 875.00 0.200 5,000.00 28 REMOVE METAL BEAM GUARD RAILING M 34.0000 9,860.00 82.800 2,815.20 29 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 34,500.00 47.000 1,175.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 7.0000 35,700.00 0.000 0.00 31 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 14.0000 21,000.00 307.000 4,298.00 2,690.692 37,669.69 MARKING 32 REMOVE ROADSIDE SIGN EA 250.0000 7,000.00 24.000 6,000.00 33 REMOVE SIGN STRUCTURE EA 7,000.0000 21,000.00 3.000 21,000.00 34 REMOVE BRIDGE MOUNTED SIGN EA 8,000.0000 8,000.00 0.000 0.00 35 REMOVE CULVERT M 132.0000 35,640.00 30.330 4,003.56 30.330 4,003.56 36 REMOVE INLET EA 660.0000 7,260.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE SURFACING M2 3.0000 12,330.00 1,365.000 4,095.00 38 RESET ROADSIDE SIGN EA 400.0000 8,800.00 0.000 0.00 39 RELOCATE ROADSIDE SIGN EA 400.0000 2,400.00 0.000 0.00 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 8,280.00 0.000 0.00 S) 41 REMOVE CONCRETE M3 131.0000 17,030.00 26.910 3,525.21 42 REMOVE CONCRETE BARRIER M 2.0000 8,760.00 713.230 1,426.46 43 CAP INLET EA 1,200.0000 15,600.00 3.000 3,600.00 44 CAP RISER EA 1,200.0000 1,200.00 2.000 2,400.00 45 REMOVE CRASH CUSHION EA 600.0000 1,200.00 0.000 0.00 46 BRIDGE REMOVAL (PORTION) LS 28,000.0000 28,000.00 0.000 0.00 47 CLEARING AND GRUBBING LS 48,000.0000 48,000.00 0.900 43,200.00 48 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.035 700.00 0.200 4,000.00 49 ROADWAY EXCAVATION M3 29.0000 2,514,300.00 32,881.000 953,549.00 PROGRAM CAS145 PAGE 3 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 39.0000 30,420.00 0.000 0.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 447,000.00 7,915.880 395,794.00 53 STRUCTURE EXCAVATION (TIEBACK WALL) M3 120.0000 115,200.00 226.000 27,120.00 259.000 31,080.00 F) 54 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 64,800.00 0.000 0.00 F) 55 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 630,900.00 2,349.000 211,410.00 4,394.000 395,460.00 56 STRUCTURE BACKFILL (TIEBACK WALL) M3 170.0000 11,900.00 0.000 0.00 F) 57 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 73,700.00 140.000 15,400.00 WALL) 58 SAND BACKFILL M3 350.0000 2,800.00 0.000 0.00 59 DITCH EXCAVATION M3 40.0000 10,800.00 51.000 2,040.00 60 EARTH RETAINING STRUCTURE, LOCATION 1 M2 565.0000 576,300.00 0.000 0.00 F) 61 EARTH RETAINING STRUCTURE, LOCATION 2 M2 565.0000 621,500.00 0.000 0.00 F) 62 EARTH RETAINING STRUCTURE, LOCATION 3 M2 565.0000 248,600.00 0.000 0.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION 4 M2 565.0000 248,600.00 0.000 0.00 F) 64 HIGHWAY PLANTING LS 60,000.0000 60,000.00 0.000 0.00 S) 65 IMPORTED TOPSOIL M3 74.0000 91,760.00 0.000 0.00 S) 66 DUFF M2 5.0000 19,450.00 0.000 0.00 S) 67 BONDED FIBER MATRIX (EROSION CONTROL) KG 2.0000 7,360.00 0.000 0.00 S) 68 FIBER (EROSION CONTROL) KG 1.0000 9,430.00 201.600 201.60 415.800 415.80 S) 69 FIBER ROLLS M 16.0000 134,400.00 343.000 5,488.00 556.000 8,896.00 70 COMPOST (EROSION CONTROL) M3 400.0000 9,200.00 0.450 180.00 0.930 372.00 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,200.00 0.000 0.00 S) 72 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 60.0000 3,840.00 3.920 235.20 6.660 399.60 S) 73 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 100.0000 6,400.00 0.000 0.00 S) 74 PURE LIVE SEED (EROSION CONTROL TYPE 3) KG 130.0000 2,990.00 0.000 0.00 S) 75 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 1,300.00 2.240 22.40 3.430 34.30 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 3,930.00 28.000 84.00 57.750 173.25 S) PROGRAM CAS145 PAGE 4 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 S) 78 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.051 7,650.00 S) 79 200 MM CORRUGATED HIGH DENSITY M 470.0000 35,720.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 80 200 MM WELDED STEEL PIPE CONDUIT M 410.0000 20,910.00 0.000 0.00 S) (6.35 MM THICK) 81 EXTEND 250 MM CONDUIT M 260.0000 14,300.00 0.000 0.00 S) 82 FINISHING ROADWAY LS 37,000.0000 37,000.00 0.000 0.00 83 CLASS 2 AGGREGATE BASE M3 45.0000 1,120,500.00 1,355.660 61,004.70 84 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,100.0000 7,350.00 0.000 0.00 85 ASPHALT CONCRETE (TYPE A) TONN 108.0000 1,479,600.00 1,319.480 142,503.84 3,096.360 334,406.88 86 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,368,000.00 1,655.990 157,319.05 87 PLACE ASPHALT CONCRETE DIKE M 6.0000 23,280.00 0.000 0.00 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 1,000.00 0.000 0.00 AREA) 89 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 8,000.00 0.000 0.00 90 CONCRETE PAVEMENT (DOWELED) M3 280.0000 2,629,200.00 392.160 109,804.80 1,187.760 332,572.80 91 CONCRETE PAVEMENT (UNDOWELED) M3 265.0000 964,600.00 0.000 0.00 92 CONCRETE PAVEMENT M3 900.0000 198,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 93 SEAL PAVEMENT JOINT M 5.0000 122,500.00 0.000 0.00 94 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 179,500.00 0.000 0.00 95 REPAIR SPALLED JOINTS M2 2,400.0000 9,600.00 0.000 0.00 96 GRIND EXISTING CONCRETE M2 6.0000 90,000.00 3,487.120 20,922.72 PAVEMENT 97 TIEBACK ANCHOR EA 2,800.0000 677,600.00 8.400 23,520.00 34.800 97,440.00 S) 98 STRUCTURAL CONCRETE M3 930.0000 241,800.00 0.000 0.00 F) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 88,000.00 0.000 0.00 F) 00 STRUCTURAL CONCRETE, BRIDGE M3 720.0000 475,200.00 0.000 0.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 470.0000 1,574,500.00 134.660 63,290.20 2,195.810 1,032,030.70 02 STRUCTURAL CONCRETE, BARRIER SLAB M3 475.0000 299,250.00 0.000 0.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 72,000.00 0.000 0.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 192,000.00 2.970 3,564.00 38.170 45,804.00 05 CLASS 4 CONCRETE (BACKFILL) M3 220.0000 39,600.00 0.000 0.00 F) 06 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 368,000.00 8.870 14,192.00 60.980 97,568.00 07 MINOR CONCRETE (PIPE ENCASEMENT) M3 200.0000 7,800.00 6.800 1,360.00 08 ARCHITECTURAL SURFACE (BARRIER) M2 50.0000 34,000.00 0.000 0.00 F) 09 SWIRLED PLASTER TEXTURE M2 37.0000 131,350.00 219.900 8,136.30 1,716.000 63,492.00 10 BARRIER TILE TEXTURE M2 50.0000 13,500.00 0.000 0.00 11 DRILL AND BOND DOWEL M 65.0000 11,700.00 0.000 0.00 12 REFINISH BRIDGE DECK M2 190.0000 17,100.00 0.000 0.00 13 JOINT SEAL (MR 30 MM) M 125.0000 6,500.00 0.000 0.00 S) 14 JOINT SEAL (MR 15 MM) M 85.0000 2,890.00 0.000 0.00 S) 15 BAR REINFORCING STEEL KG 2.2000 378,400.00 42,613.000 93,748.60 50,243.000 110,534.60 SF) 16 BAR REINFORCING STEEL (BRIDGE) KG 2.6500 259,700.00 0.000 0.00 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7500 600,875.00 8,053.000 22,145.75 166,472.000 457,798.00 S) 18 SHOTCRETE M3 800.0000 284,000.00 99.540 79,632.00 111.840 89,472.00 F) 19 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 50,000.00 0.000 0.00 S) WITH WALKWAY) 20 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 15,000.00 0.000 0.00 S) WITH WALKWAY) 21 FURNISH SIGN STRUCTURE (TUBULAR) KG 8.0000 1,017,600.00 0.000 0.00 S) 22 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.3000 165,360.00 0.000 0.00 S) 23 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 240,000.00 0.000 0.00 S) 24 INSTALL SIGN STRUCTURE (TRUSS) KG 1.2000 36,000.00 0.000 0.00 S) 25 1524 MM CAST-IN-DRILLED HOLE CONCRETE M 4,700.0000 893,000.00 0.000 0.00 S) PILE 26 METAL (RAIL MOUNTED SIGN) KG 30.0000 3,600.00 0.000 0.00 27 ROADSIDE SIGN - ONE POST EA 565.0000 12,430.00 0.000 0.00 28 ROADSIDE SIGN - TWO POST EA 1,400.0000 5,600.00 0.000 0.00 29 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,800.00 0.000 0.00 METHOD) 30 INSTALL ROADSIDE SIGN PANEL ON EA 400.0000 2,400.00 0.000 0.00 EXISTING POST PROGRAM CAS145 PAGE 6 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 7,300.00 0.000 0.00 STRUCTURE 32 ROCK STAINING M2 4.0000 30,360.00 0.000 0.00 33 600 MM REINFORCED CONCRETE PIPE M 300.0000 666,000.00 33.700 10,110.00 620.280 186,084.00 34 750 MM REINFORCED CONCRETE PIPE M 390.0000 62,400.00 0.000 0.00 35 900 MM REINFORCED CONCRETE PIPE M 480.0000 52,800.00 105.640 50,707.20 105.640 50,707.20 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 450 MM BITUMINOUS COATED CORRUGATED M 480.0000 57,600.00 42.600 20,448.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 40 600 MM BITUMINOUS COATED CORRUGATED M 660.0000 5,280.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 41 GRATED LINE DRAIN M 345.0000 144,900.00 0.000 0.00 42 900 MM PRECAST CONCRETE PIPE RISER M 1,250.0000 20,000.00 3.240 4,050.00 43 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 450.0000 1,800.00 0.000 0.00 44 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 CONCRETE (CONCRETE APRON) M3 260.0000 7,280.00 0.000 0.00 47 MINOR CONCRETE (DITCH LINING) M3 400.0000 32,000.00 30.670 12,268.00 48 ROCK SLOPE PROTECTION FABRIC M2 16.0000 192.00 0.000 0.00 49 MINOR CONCRETE (GUTTER) M 130.0000 18,200.00 0.000 0.00 F) 50 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 157,000.00 0.000 0.00 (GORE PAVING) 51 MINOR CONCRETE (CURB, SIDEWALK AND M3 600.0000 30,600.00 0.000 0.00 CURB RAMP) 52 MISCELLANEOUS IRON AND STEEL KG 3.0000 45,300.00 0.000 0.00 S) 53 CHAIN LINK FENCE (TYPE CL-1.8) M 65.0000 28,600.00 0.000 0.00 S) 54 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 0.000 0.00 55 DELINEATOR (CLASS 1) EA 35.0000 5,950.00 8.000 280.00 56 MILEPOST MARKER EA 100.0000 700.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 GUARD RAILING DELINEATOR EA 25.0000 1,200.00 0.000 0.00 58 METAL BEAM GUARD RAILING M 85.0000 34,850.00 0.000 0.00 S) 59 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 210.0000 44,100.00 0.000 0.00 SF) 60 CONCRETE BARRIER (TYPE K) M 66.0000 73,260.00 0.000 0.00 F) 61 TUBULAR PIPE HANDRAILING M 675.0000 16,200.00 0.000 0.00 62 PERFORATED STEEL SCREEN (SCONCE) EA 15,000.0000 60,000.00 0.000 0.00 S) 63 CONCRETE BARRIER (TYPE 26R MODIFIED) M 350.0000 24,500.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 50) M 215.0000 25,800.00 0.000 0.00 65 CABLE RAILING M 40.0000 11,200.00 0.000 0.00 S) 66 TRANSITION RAILING (TYPE WB) EA 3,600.0000 14,400.00 0.000 0.00 S) 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0.00 S) 68 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 10,800.00 0.000 0.00 S) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0.00 S) 70 CRASH CUSHION, SAND FILLED EA 500.0000 10,500.00 0.000 0.00 S) 71 CRASH CUSHION (REACT 9SCBS) EA 49,000.0000 196,000.00 0.000 0.00 S) 72 CONCRETE BARRIER (TYPE 60S MODIFIED) M 225.0000 91,575.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 200.0000 32,400.00 0.000 0.00 F) 74 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 325.0000 232,700.00 0.000 0.00 F) 75 CONCRETE BARRIER (TYPE 60D) M 245.0000 92,365.00 0.000 0.00 76 CONCRETE BARRIER (TYPE 60G) M 1,200.0000 31,200.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 60GE) M 1,650.0000 148,500.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 60S) M 260.0000 384,800.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 60SC) M 350.0000 259,000.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 60SE) M 1,000.0000 10,000.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60 MODIFIED) M 630.0000 195,300.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 732 MODIFIED) M 190.0000 117,990.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 732R MODIFIED) M 230.0000 16,100.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 CONCRETE BARRIER (TYPE 732A MODIFIED) M 210.0000 164,220.00 0.000 0.00 F) 85 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 16,500.00 0.000 0.00 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 37,200.00 0.000 0.00 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,400.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 880.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,080.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 82,200.00 2,606.000 1,563.60 40,287.210 24,172.33 S) 91 PAINT PAVEMENT MARKING M 16.0000 1,024.00 99.368 1,589.89 S) 92 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 30,600.00 196.000 235.20 4,947.000 5,936.40 S) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 33,180.00 151.000 528.50 2,840.000 9,940.00 S) 94 SIGNAL AND LIGHTING (LOCATION 1) LS 160,000.0000 160,000.00 0.000 0.00 S) 95 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.000 0.00 S) 96 SIGNAL AND LIGHTING (LOCATION 3) LS 220,000.0000 220,000.00 0.000 0.00 S) 97 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.000 0.00 S) 98 LIGHTING AND SIGN ILLUMINATION LS 680,000.0000 680,000.00 0.000 0.00 S) 99 COMMUNICATION CONDUIT (BRIDGE) M 50.0000 41,500.00 0.000 0.00 SF) 00 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 11,000.00 0.000 0.00 SF) 01 TRAFFIC MONITORING STATION (LOCATION 1) LS 80,000.0000 80,000.00 0.000 0.00 S) 02 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0.00 S) 03 RAMP METERING SYSTEM (LOCATION 1) LS 110,000.0000 110,000.00 0.000 0.00 S) 04 RAMP METERING SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 S) 05 FIBER OPTIC COMMUNICATION SYSTEM LS 470,000.0000 470,000.00 0.062 29,140.00 0.062 29,140.00 S) 06 INSTALL CONCRETE BARRIER (MOVEABLE) M 18.0000 223,200.00 0.000 0.00 07 HIGH OCCUPANCY VEHICLE SYSTEM LS 2800,000.0000 2,800,000.00 0.000 0.00 S) 08 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 09 450 MM REINFORCED CONCRETE PIPE M 300.0000 6,000.00 18.200 5,460.00 18.200 5,460.00 10 750 MM BITUMINOUS COATED CORRUGATED M 930.0000 11,160.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) PROGRAM CAS145 PAGE 9 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 TIE BAR (DRILL AND BOND) EA 20.0000 4,600.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 01/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 06 BID OPENING 05/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 01/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,030,695.45 6,149,195.43 ADJUSTMENT OF COMPENSATION -3,834.78 -3,834.78 EXTRA WORK 6,398.91 46,384.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,033,259.58 6,191,745.10 13 MOBILIZATION LS 3900,000.0000 3,900,000.00 0.750 2,925,000.00 ORIGINAL CONTRACT AMOUNT 39,592,936.00 TOTAL WORK COMPLETED 1,033,259.58 9,116,745.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -151.20 -21,360.80 TOTAL 1,033,108.38 9,095,384.30 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 07/25/06 540 08/09/06 08/09/06 10/15/08 108 3 0 0 23% 20% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 01/22/07