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.42 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 0110-1 -3,400.01 E.W. @ F.A.(+) 021407 N 0191.0 DAO CORRECTING ENTRY 0110-2 3,400.01 021307 N 0191.0 DAO CORRECTING ENTRY 0111-1 -5,953.23 021407 N 0191.1 DAO CORRECTING ENTRY 0111-2 5,953.23 021307 N 0191.1 DAO CORRECTING ENTRY 0112-1 -1,197.79 122906 N 0243.0 DAO CORRECTING ENTRY 0112-2 1,197.79 122806 N 0243.0 DAO CORRECTING ENTRY 0114-1 -1,283.72 122906 N 0243.3 DAO CORRECTING ENTRY 0114-2 1,283.72 122806 N 0243.3 DAO CORRECTING ENTRY 0117-1 -83.59 071107 N 0306.0 DAO CORRECTING ENTRY 0117-2 83.59 071007 N 0306.0 DAO CORRECTING ENTRY 0131-1 -193.60 082307 N 0347.0 DAO CORRECTING ENTRY 0131-2 193.60 082207 N 0347.0 DAO CORRECTING ENTRY 0132-1 -503.34 082407 N 0349.0 DAO CORRECTING ENTRY 0132-2 503.34 082307 N 0349.0 DAO CORRECTING ENTRY 0158-1 -768.88 122107 N 0421.0 DAO CORRECTING ENTRY 0158-2 768.88 122007 N 0421.0 DAO CORRECTING ENTRY 0160-1 -1,334.53 122807 N 0427.0 DAO CORRECTING ENTRY 0160-2 1,334.53 122707 N 0427.0 DAO CORRECTING ENTRY 004 0046 335.72 E.W. @ F.A.(+) 022008 N 2041.0 006 0056-1 -1,216.11 E.W. @ F.A.(+) 010307 N 0234.1 DAO CORRECTING ENTRY 0056-2 1,216.11 010207 N 0234.1 DAO CORRECTING ENTRY 0058-1 -2,539.23 100606 N 0035.2 DAO CORRECTING ENTRY 0058-2 2,539.24 100506 N 0035.2 DAO CORRECTING ENTRY 034 0004-1 -2,986.84 E.W. @ F.A.(+) 052407 N 0215.0 DAO CORRECTING ENTRY 0004-2 2,986.84 052307 N 0215.0 DAO CORRECTING ENTRY 0005-1 -464.24 052407 N 0215.1 DAO CORRECTING ENTRY 0005-2 464.24 052307 N 0215.1 DAO CORRECTING ENTRY 053 0091 730.95 E.W. @ F.A.(+) 043008 N 1992.0 067 0080 128.70 E.W. @ F.A.(+) 092108 N 2034.0 0081 55.00 061108 N 2035.0 0084 121.00 060908 N 0683.1 0085 55.00 090308 N 0871.1 077 0023 7,180.97 E.W. @ F.A.(+) 093008 N 1010.1 089 0018 8,457.72 E.W. @ F.A.(+) 040509 N 1921.1 0019 6,091.78 040609 N 1939.1 0020 12,068.54 040909 N 1969.0 35,225.39 TOTAL THIS ESTIMATE 8,193,552.94 TOTAL PREVIOUS ESTIMATE 8,228,778.33 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.42 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 4/19/07 SHOTCRETE -66.02 10 AC OUT-OF-SPEC -81.00 11 449R 32.54 11 ITEM 178 CONC BARR -1,306.80 30 ACB COMPACTION -2,341.75 42 CL II AGG. BASE -1,200.00 42 -3,541.75 -6,323.83 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 28 DOCS RECD 10,000.00 36 0.00 0.00 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 O/S PRS JAN -10,000.00 07 PRS RECD DEC 10,000.00 07 PRS RECD JAN 10,000.00 08 O/S PRS MAR 07 -10,000.00 10 O/S PRS REC'D NOV 06 10,000.00 10 O/S PRS APRIL -10,000.00 11 PRS RECD MARCH 10,000.00 11 O/S PRS MAY -10,000.00 12 PRS RECD APRIL 10,000.00 12 O/S PRS JUNE 07 -10,000.00 13 PRS RECD MAY 07 10,000.00 13 O/S PRS JULY -10,000.00 14 PRS RECD JUNE 10,000.00 14 O/S PRS AUG -10,000.00 15 PRS RECD JULY 10,000.00 15 O/S PRS SEPT -10,000.00 16 PRS RECD AUG 10,000.00 16 O/S PRS OCT -10,000.00 17 PRS RECD SEPT 10,000.00 17 O/S PRS NOV -10,000.00 18 O/S PRS DEC -10,000.00 19 O/S PRS JAN -10,000.00 20 O/S PRS FEB 08 -10,000.00 21 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/22/09 EST. NO.42 TIME 01:34 PM R.E. NAME: BREYER, RICHARD 11-080944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS MARCH 08 -10,000.00 22 O/S PRS APR 08 -10,000.00 23 PRS RECD OCT 07 10,000.00 23 PRS RECD JAN 08 10,000.00 23 PRS RECD FEB 08 10,000.00 23 O/S PRS MAY 08 -10,000.00 25 O/S PRS JUNE 08 -10,000.00 26 O/S PRS JULY -10,000.00 28 O/S PRS AUG 08 -10,000.00 29 PRS RECD DEC 07 10,000.00 29 PRS RECD MAY 08 10,000.00 29 O/S PRS SEPT 08 -10,000.00 30 PRS RECD AUG 08 10,000.00 30 PRS RECD JUNE 08 10,000.00 32 PRS RECD SEPT 08 10,000.00 32 O/S PRS NOV 08 -10,000.00 33 PRS RECD APR 08 10,000.00 33 PRS RECD NOV 08 10,000.00 34 O/S PRS JAN 09 -10,000.00 35 PRS RECD NOV 07 10,000.00 35 O/S PRS FEB 09 -10,000.00 36 PRS RECD JULY 08 10,000.00 36 PRS RECD JAN 09 10,000.00 37 PRTL PRS RECD FEB 5,000.00 37 O/S PRS APRIL 09 -1,481.46 38 PRS RECD FEB 09 5,000.00 39 PRS RECD MAR 08 10,000.00 39 PRS RECD APRIL 09 1,481.46 40 O/S PRS JULY 09 -1,000.00 41 0.00 -1,000.00 TOTAL DEDUCTIONS -3,541.75 -7,323.83 PROGRAM CAS145 PAGE 1 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 09/22/09 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 1.000 12,500.00 02 TIME-RELATED OVERHEAD WDAY 3,100.0000 1,674,000.00 559.000 1,732,900.00 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 7,785.000 3,114.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 4) M2 0.8000 30,960.00 29,599.700 23,679.76 S) 09 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 1.000 7,500.00 PREVENTION PLAN 10 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 1.000 150,000.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,400.0000 48,000.00 21.000 50,400.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 96,800.00 12.000 52,800.00 13 TEMPORARY CHECK DAM M 25.0000 150,000.00 691.200 17,280.00 14 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 3.000 1,500.00 S) (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 64,000.00 81.000 16,200.00 16 STREET SWEEPING LS 180,000.0000 180,000.00 1.000 180,000.00 S) 17 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.800 20,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 12.000 120,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 29.0000 565,500.00 22,201.570 643,845.53 S) 21 TRAFFIC PLASTIC DRUMS EA 80.0000 21,600.00 270.000 21,600.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 232.000 46,400.00 S) PROGRAM CAS145 PAGE 2 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 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 13.000 2,860.00 25 ABANDON IRRIGATION CROSSOVER EA 700.0000 6,300.00 7.000 4,900.00 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 1.000 25,000.00 28 REMOVE METAL BEAM GUARD RAILING M 34.0000 9,860.00 285.200 9,696.80 29 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 34,500.00 1,110.000 27,750.00 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 10,978.552 153,699.73 MARKING 32 REMOVE ROADSIDE SIGN EA 250.0000 7,000.00 25.000 6,250.00 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 3.000 24,000.00 35 REMOVE CULVERT M 132.0000 35,640.00 322.570 42,579.24 36 REMOVE INLET EA 660.0000 7,260.00 12.000 7,920.00 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 19.000 7,600.00 39 RELOCATE ROADSIDE SIGN EA 400.0000 2,400.00 7.000 2,800.00 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 8,280.00 5,005.700 60,068.40 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 4,496.030 8,992.06 43 CAP INLET EA 1,200.0000 15,600.00 12.000 14,400.00 44 CAP RISER EA 1,200.0000 1,200.00 3.000 3,600.00 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 1.000 28,000.00 47 CLEARING AND GRUBBING LS 48,000.0000 48,000.00 1.000 48,000.00 48 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 49 ROADWAY EXCAVATION M3 29.0000 2,514,300.00 80,354.970 2,330,294.13 PROGRAM CAS145 PAGE 3 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 39.0000 30,420.00 779.600 30,404.40 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 447,000.00 9,409.950 470,497.50 53 STRUCTURE EXCAVATION (TIEBACK WALL) M3 120.0000 115,200.00 960.000 115,200.00 F) 54 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 64,800.00 1,200.000 72,000.00 F) 55 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 630,900.00 7,291.400 656,226.00 56 STRUCTURE BACKFILL (TIEBACK WALL) M3 170.0000 11,900.00 70.000 11,900.00 F) 57 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 73,700.00 624.100 68,651.00 WALL) 58 SAND BACKFILL M3 350.0000 2,800.00 0.000 0.00 59 DITCH EXCAVATION M3 40.0000 10,800.00 130.620 5,224.80 60 EARTH RETAINING STRUCTURE, LOCATION 1 M2 565.0000 576,300.00 1,020.000 576,300.00 F) 61 EARTH RETAINING STRUCTURE, LOCATION 2 M2 565.0000 621,500.00 1,100.000 621,500.00 F) 62 EARTH RETAINING STRUCTURE, LOCATION 3 M2 565.0000 248,600.00 410.000 231,650.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION 4 M2 565.0000 248,600.00 410.000 231,650.00 F) 64 HIGHWAY PLANTING LS 60,000.0000 60,000.00 1.000 60,000.00 S) 65 IMPORTED TOPSOIL M3 74.0000 91,760.00 930.000 68,820.00 S) 66 DUFF M2 5.0000 19,450.00 17,222.000 86,110.00 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 7,063.440 7,063.44 S) 69 FIBER ROLLS M 16.0000 134,400.00 8,579.600 137,273.60 70 COMPOST (EROSION CONTROL) M3 400.0000 9,200.00 15.822 6,328.80 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,200.00 6.000 1,200.00 S) 72 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 60.0000 3,840.00 46.545 2,792.70 S) 73 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 100.0000 6,400.00 59.634 5,963.40 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 77.990 779.90 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 3,930.00 922.700 2,768.10 S) PROGRAM CAS145 PAGE 4 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.168 4,200.00 0.916 22,900.00 S) 78 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.985 147,750.00 S) 79 200 MM CORRUGATED HIGH DENSITY M 470.0000 35,720.00 62.600 29,422.00 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 6.000 1,560.00 S) 82 FINISHING ROADWAY LS 37,000.0000 37,000.00 1.000 37,000.00 83 CLASS 2 AGGREGATE BASE M3 45.0000 1,120,500.00 27,487.160 1,236,922.20 84 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,100.0000 7,350.00 1.330 2,793.00 85 ASPHALT CONCRETE (TYPE A) TONN 108.0000 1,479,600.00 13,739.360 1,483,850.88 86 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,368,000.00 20,956.380 1,990,856.10 87 PLACE ASPHALT CONCRETE DIKE M 6.0000 23,280.00 3,153.600 18,921.60 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 6.070 4,856.00 90 CONCRETE PAVEMENT (DOWELED) M3 280.0000 2,629,200.00 9,018.500 2,525,180.00 91 CONCRETE PAVEMENT (UNDOWELED) M3 265.0000 964,600.00 7,568.380 2,005,620.70 92 CONCRETE PAVEMENT M3 900.0000 198,000.00 270.960 243,864.00 (RAPID STRENGTH CONCRETE) 93 SEAL PAVEMENT JOINT M 5.0000 122,500.00 17,749.350 88,746.75 94 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 179,500.00 6,500.200 162,505.00 95 REPAIR SPALLED JOINTS M2 2,400.0000 9,600.00 4.000 9,600.00 96 GRIND EXISTING CONCRETE M2 6.0000 90,000.00 3,487.120 20,922.72 PAVEMENT 97 TIEBACK ANCHOR EA 2,800.0000 677,600.00 238.000 666,400.00 S) 98 STRUCTURAL CONCRETE M3 930.0000 241,800.00 270.830 251,871.90 F) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 88,000.00 209.000 83,600.00 F) 00 STRUCTURAL CONCRETE, BRIDGE M3 720.0000 475,200.00 700.000 504,000.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 470.0000 1,574,500.00 3,294.610 1,548,466.70 02 STRUCTURAL CONCRETE, BARRIER SLAB M3 475.0000 299,250.00 595.000 282,625.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 72,000.00 75.000 60,000.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 192,000.00 61.280 73,536.00 05 CLASS 4 CONCRETE (BACKFILL) M3 220.0000 39,600.00 180.000 39,600.00 F) 06 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 368,000.00 300.200 480,320.00 07 MINOR CONCRETE (PIPE ENCASEMENT) M3 200.0000 7,800.00 55.130 11,026.00 08 ARCHITECTURAL SURFACE (BARRIER) M2 50.0000 34,000.00 665.000 33,250.00 F) 09 SWIRLED PLASTER TEXTURE M2 37.0000 131,350.00 3,332.230 123,292.51 10 BARRIER TILE TEXTURE M2 50.0000 13,500.00 304.800 15,240.00 11 DRILL AND BOND DOWEL M 65.0000 11,700.00 234.100 15,216.50 12 REFINISH BRIDGE DECK M2 190.0000 17,100.00 44.120 8,382.80 13 JOINT SEAL (MR 30 MM) M 125.0000 6,500.00 53.380 6,672.50 S) 14 JOINT SEAL (MR 15 MM) M 85.0000 2,890.00 31.230 2,654.55 S) 15 BAR REINFORCING STEEL KG 2.2000 378,400.00 183,000.000 402,600.00 SF) 16 BAR REINFORCING STEEL (BRIDGE) KG 2.6500 259,700.00 122,000.000 323,300.00 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7500 600,875.00 239,730.400 659,258.60 S) 18 SHOTCRETE M3 800.0000 284,000.00 367.210 293,768.00 F) 19 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 50,000.00 7,176.000 71,760.00 S) WITH WALKWAY) 20 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 15,000.00 7,176.000 21,528.00 S) WITH WALKWAY) 21 FURNISH SIGN STRUCTURE (TUBULAR) KG 8.0000 1,017,600.00 189,953.000 1,519,624.00 S) 22 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.3000 165,360.00 189,953.000 246,938.90 S) 23 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 240,000.00 63,500.000 508,000.00 S) 24 INSTALL SIGN STRUCTURE (TRUSS) KG 1.2000 36,000.00 63,500.000 76,200.00 S) 25 1524 MM CAST-IN-DRILLED HOLE CONCRETE M 4,700.0000 893,000.00 202.440 951,468.00 S) PILE 26 METAL (RAIL MOUNTED SIGN) KG 30.0000 3,600.00 4,469.000 134,070.00 27 ROADSIDE SIGN - ONE POST EA 565.0000 12,430.00 37.000 20,905.00 28 ROADSIDE SIGN - TWO POST EA 1,400.0000 5,600.00 13.000 18,200.00 29 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,800.00 22.000 4,400.00 METHOD) 30 INSTALL ROADSIDE SIGN PANEL ON EA 400.0000 2,400.00 2.000 800.00 EXISTING POST PROGRAM CAS145 PAGE 6 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 7,300.00 20.820 2,082.00 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 2,296.190 688,857.00 34 750 MM REINFORCED CONCRETE PIPE M 390.0000 62,400.00 172.060 67,103.40 35 900 MM REINFORCED CONCRETE PIPE M 480.0000 52,800.00 105.640 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 63.310 30,388.80 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 40 600 MM BITUMINOUS COATED CORRUGATED M 660.0000 5,280.00 12.470 8,230.20 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 41 GRATED LINE DRAIN M 345.0000 144,900.00 367.130 126,659.85 42 900 MM PRECAST CONCRETE PIPE RISER M 1,250.0000 20,000.00 9.000 11,250.00 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 21.107 5,487.82 47 MINOR CONCRETE (DITCH LINING) M3 400.0000 32,000.00 69.997 27,998.80 48 ROCK SLOPE PROTECTION FABRIC M2 16.0000 192.00 0.000 0.00 49 MINOR CONCRETE (GUTTER) M 130.0000 18,200.00 140.000 18,200.00 F) 50 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 157,000.00 1,666.420 166,642.00 (GORE PAVING) 51 MINOR CONCRETE (CURB, SIDEWALK AND M3 600.0000 30,600.00 58.640 35,184.00 CURB RAMP) 52 MISCELLANEOUS IRON AND STEEL KG 3.0000 45,300.00 17,121.000 51,363.00 S) 53 CHAIN LINK FENCE (TYPE CL-1.8) M 65.0000 28,600.00 307.400 19,981.00 S) 54 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 2.000 4,000.00 55 DELINEATOR (CLASS 1) EA 35.0000 5,950.00 97.000 3,395.00 56 MILEPOST MARKER EA 100.0000 700.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 GUARD RAILING DELINEATOR EA 25.0000 1,200.00 42.000 1,050.00 58 METAL BEAM GUARD RAILING M 85.0000 34,850.00 391.930 33,314.05 S) 59 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 210.0000 44,100.00 325.410 68,336.10 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 27.200 18,360.00 62 PERFORATED STEEL SCREEN (SCONCE) EA 15,000.0000 60,000.00 4.000 60,000.00 S) 63 CONCRETE BARRIER (TYPE 26R MODIFIED) M 350.0000 24,500.00 77.000 26,950.00 F) 64 CONCRETE BARRIER (TYPE 50) M 215.0000 25,800.00 0.000 0.00 65 CABLE RAILING M 40.0000 11,200.00 302.300 12,092.00 S) 66 TRANSITION RAILING (TYPE WB) EA 3,600.0000 14,400.00 4.000 14,400.00 S) 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 3.000 2,400.00 S) 68 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 10,800.00 3.000 10,800.00 S) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 2.000 6,000.00 S) 70 CRASH CUSHION, SAND FILLED EA 500.0000 10,500.00 14.000 7,000.00 S) 71 CRASH CUSHION (REACT 9SCBS) EA 49,000.0000 196,000.00 3.000 147,000.00 S) 72 CONCRETE BARRIER (TYPE 60S MODIFIED) M 225.0000 91,575.00 147.920 33,282.00 73 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 200.0000 32,400.00 187.300 37,460.00 F) 74 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 325.0000 232,700.00 522.500 169,812.50 F) 75 CONCRETE BARRIER (TYPE 60D) M 245.0000 92,365.00 402.100 98,514.50 76 CONCRETE BARRIER (TYPE 60G) M 1,200.0000 31,200.00 43.220 51,864.00 77 CONCRETE BARRIER (TYPE 60GE) M 1,650.0000 148,500.00 27.690 45,688.50 78 CONCRETE BARRIER (TYPE 60S) M 260.0000 384,800.00 2,195.910 570,936.60 79 CONCRETE BARRIER (TYPE 60SC) M 350.0000 259,000.00 764.300 267,505.00 80 CONCRETE BARRIER (TYPE 60SE) M 1,000.0000 10,000.00 321.742 321,742.00 81 CONCRETE BARRIER (TYPE 60 MODIFIED) M 630.0000 195,300.00 252.000 158,760.00 82 CONCRETE BARRIER (TYPE 732 MODIFIED) M 190.0000 117,990.00 563.600 107,084.00 83 CONCRETE BARRIER (TYPE 732R MODIFIED) M 230.0000 16,100.00 63.840 14,683.20 PROGRAM CAS145 PAGE 8 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 84 CONCRETE BARRIER (TYPE 732A MODIFIED) M 210.0000 164,220.00 774.300 162,603.00 F) 85 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 16,500.00 540.320 17,830.56 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 37,200.00 27,098.000 81,294.00 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,400.00 5,325.000 5,325.00 S) (BROKEN 3.66 M - 0.92 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 880.00 2,269.000 9,076.00 S) (BROKEN 1.83 M - 0.30 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,080.00 4,036.000 16,144.00 S) (BROKEN 5.18 M - 2.14 M) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 82,200.00 276,128.230 165,676.94 S) 91 PAINT PAVEMENT MARKING M 16.0000 1,024.00 357.558 5,720.93 S) 92 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 30,600.00 43,508.000 52,209.60 S) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 33,180.00 21,987.000 76,954.50 S) 94 SIGNAL AND LIGHTING (LOCATION 1) LS 160,000.0000 160,000.00 1.000 160,000.00 S) 95 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 1.000 150,000.00 S) 96 SIGNAL AND LIGHTING (LOCATION 3) LS 220,000.0000 220,000.00 1.000 220,000.00 S) 97 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 98 LIGHTING AND SIGN ILLUMINATION LS 680,000.0000 680,000.00 1.000 680,000.00 S) 99 COMMUNICATION CONDUIT (BRIDGE) M 50.0000 41,500.00 775.000 38,750.00 SF) 00 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 11,000.00 157.000 7,850.00 SF) 01 TRAFFIC MONITORING STATION (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 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 1.000 110,000.00 S) 04 RAMP METERING SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 05 FIBER OPTIC COMMUNICATION SYSTEM LS 470,000.0000 470,000.00 1.000 470,000.00 S) 06 INSTALL CONCRETE BARRIER (MOVEABLE) M 18.0000 223,200.00 12,339.000 222,102.00 07 HIGH OCCUPANCY VEHICLE SYSTEM LS 2800,000.0000 2,800,000.00 1.000 2,800,000.00 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 10 750 MM BITUMINOUS COATED CORRUGATED M 930.0000 11,160.00 6.000 5,580.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) PROGRAM CAS145 PAGE 9 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080944 TIME 01:34 PM ESTIMATE NO. 42 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 09/20/09 R.E. NAME: BREYER, RICHARD 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 4,200.00 38,588,225.46 ADJUSTMENT OF COMPENSATION 0.00 3,806,826.51 EXTRA WORK 35,225.39 4,421,951.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,425.39 46,817,003.79 13 MOBILIZATION LS 3900,000.0000 3,900,000.00 1.000 3,900,000.00 ORIGINAL CONTRACT AMOUNT 39,592,936.00 TOTAL WORK COMPLETED 39,425.39 50,717,003.79 MATERIALS ON HAND ON SITE 210,648.06 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,541.75 -7,323.83 TOTAL 35,883.64 50,920,328.02 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 10/01/09 559 62 19 0 100% 100% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 09/22/09