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 02/23/10 EST. NO.15 TIME 09:41 AM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- 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 0139 151.46 E.W. @ F.A.(+) 122309 N 0391.0 0148 7,894.09 061909 N 0150.0 0149 278.81 111909 N 0423.0 0150 3,117.60 010410 N 0424.0 0151 927.98 111709 N 0438.0 004 0021 357.12 E.W. @ F.A.(+) 012810 N 0425.0 0022 655.55 012510 N 0426.0 0023 536.58 012610 N 0427.0 0024 42.58 012710 N 0428.0 0026 148.62 020110 N 0431.0 0027 1,483.60 012210 N 0433.0 0028 1,290.63 012009 N 0434.0 0029 2,199.21 011910 N 0435.0 0030 360.52 011810 N 0436.0 0031 148.62 020210 N 0439.0 037 0045 709.51 E.W. @ F.A.(+) 060209 N 0208.0 0067 855.07 072409 N 0342.0 0068 2,156.00 090209 N 0272.2 0069 2,130.04 090809 N 0296.2 0072 855.07 072309 N 0393.0 043 0008 252.85 E.W. @ F.A.(+) 071309 N 0171.1 044 0017 183.74 E.W. @ F.A.(+) 080409 N 0193.2 053 0002 688.90 E.W. @ F.A.(+) 102809 N 0353.0 0006 729.17 102909 N 0409.1 057 0008 2,923.23 E.W. @ F.A.(+) 102709 N 0378.0 0012 720.22 111809 N 0385.0 0017 39.74 122209 N 0362.1 0018 517.80 010410 N 0405.0 0020 2,824.80 102609 N 0413.0 0021 659.87 120209 N 0417.0 35,838.98 TOTAL THIS ESTIMATE 560,361.76 TOTAL PREVIOUS ESTIMATE 596,200.74 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 02/23/10 EST. NO.15 TIME 09:41 AM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 08 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB 09 -10,000.00 03 O/S PRS MARCH -10,000.00 04 PRS RECD FEB 10,000.00 04 O/S PRS APRIL -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 APRIL 10,000.00 07 PRS RECD MAY 10,000.00 07 O/S PRS JULY -10,000.00 08 O/S PRS AUG -10,000.00 09 O/S PRS SEPT -10,000.00 11 PRTL PRS RECD JUNE 8,000.00 11 PRTL PRS RECD AUG 2,000.00 11 O/S PRS OCT -10,000.00 12 PRS RECD AUG 8,000.00 12 PRS RECD SEPT 10,000.00 12 O/S PRS NOV -1,000.00 13 PRS RECD JULY 10,000.00 13 PRTL PRS OCT 8,000.00 13 O/S PRS JAN -1,000.00 15 PRS RECD JUNE 2,000.00 15 1,000.00 -4,000.00 TOTAL DEDUCTIONS 1,000.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 LOCATION RERUN PROGRESS ESTIMATE 11-SD-15-M26.0/R30.2 ----------------------- FLATIRON CORP. IN SAN DIEGO COUNTY IN AND NEAR 1770 LA COSTA MEADOWS DRIVE ESCONDIDO AT VARIOUS LOCATIONS FROM SAN MARCOS, CA 92078 0.1 KM S OF HIGHLAND ROAD OC TO 0.2 KM N OF NINTH AVENUE UC FED. AID NO. ACIM-015 (203)N ,CMLN-6211(52)N CONSTRUCT MANAGED LANES - NORTH ------------------------------------------------------------------------------------------------------------------------------------ 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 6,250.0000 6,250.00 0.250 1,562.50 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 14.000 28,000.00 242.000 484,000.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.021 2,835.00 0.372 50,220.00 S) 06 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.009 4.50 0.649 324.50 S) PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 99,000.00 321.340 3,213.40 5,582.270 55,822.70 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 48,000.00 24.000 48,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,900.0000 49,300.00 4.000 11,600.00 10 TEMPORARY CHECK DAM M 30.0000 12,600.00 533.200 15,996.00 11 MOVE-IN/MOVE-OUT EA 750.0000 3,750.00 1.000 750.00 S) (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 26,700.00 42.000 12,600.00 13 TEMPORARY HYDRAULIC MULCH M2 0.8000 4,920.00 0.000 0.00 S) (BONDED FIBER MATRIX) 14 STREET SWEEPING LS 93,000.0000 93,000.00 0.021 1,953.00 0.372 34,596.00 15 TEMPORARY HYDRAULIC MULCH M2 0.4500 25,020.00 2,530.000 1,138.50 S) 16 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.009 405.00 0.549 24,705.00 S) 17 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.021 7,350.00 0.372 130,200.00 S) 18 TYPE III BARRICADE EA 100.0000 5,500.00 65.000 6,500.00 S) 19 TEMPORARY PAVEMENT MARKING M2 35.0000 3,430.00 56.840 1,989.40 S) 20 TRAFFIC PLASTIC DRUM EA 47.0000 27,683.00 291.000 13,677.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.0000 26,550.00 108.000 324.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 240,000.00 0.431 5,172.00 7.446 89,352.00 S) PROGRAM CAS145 PAGE 2 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 21.0000 424,200.00 9,476.500 199,006.50 S) 24 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 186.000 46,500.00 S) 25 TEMPORARY CRASH CUSHION (ABSORB-350) EA 6,000.0000 72,000.00 11.000 66,000.00 S) 26 ABANDON CULVERT EA 1,200.0000 8,400.00 0.000 0.00 27 ABANDON IRRIGATION CROSSOVER EA 650.0000 21,450.00 12.000 7,800.00 28 ABANDON INLET EA 1,100.0000 1,100.00 0.000 0.00 29 ABANDON PIPELINE EA 1,700.0000 1,700.00 0.000 0.00 30 REMOVE CHAIN LINK FENCE M 16.0000 17,600.00 1,194.790 19,116.64 S) 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE CABLE BARRIER M 9.0000 32,310.00 0.000 0.00 S) 34 REMOVE CABLE ANCHOR ASSEMBLY EA 250.0000 3,000.00 7.000 1,750.00 S) 35 REMOVE METAL BEAM GUARD RAILING M 25.0000 10,375.00 374.670 9,366.75 S) 36 REMOVE SINGLE METAL BEAM BARRIER M 25.0000 15,000.00 0.000 0.00 S) 37 REMOVE DOUBLE METAL BEAM BARRIER M 40.0000 3,560.00 0.000 0.00 S) 38 REMOVE TRAFFIC STRIPE M 1.3500 82,755.00 17,837.000 24,079.95 S) 39 REMOVE PAVEMENT MARKING M2 25.0000 1,650.00 50.370 1,259.25 S) 40 REMOVE CHANNELIZERS EA 2.0000 380.00 0.000 0.00 41 REMOVE ROADSIDE SIGN EA 125.0000 2,375.00 21.000 2,625.00 42 REMOVE SIGN STRUCTURE EA 3,000.0000 33,000.00 11.550 34,650.00 S) 43 REMOVE CULVERT M 83.0000 19,090.00 115.210 9,562.43 44 REMOVE INLET EA 730.0000 2,920.00 6.000 4,380.00 45 REMOVE BASE AND SURFACING M3 22.0000 27,500.00 0.000 0.00 46 RESET ROADSIDE SIGN EA 350.0000 2,800.00 0.000 0.00 47 RELOCATE ROADSIDE SIGN EA 350.0000 6,650.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 66,600.00 0.000 0.00 S) 49 REMOVE CONCRETE (DITCH) M3 343.0000 2,401.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 14,700.00 100.000 200.00 51 CLEAN BRIDGE DECK M2 10.0000 30,950.00 0.000 0.00 52 CAP INLET EA 1,800.0000 14,400.00 1.000 1,800.00 53 CAP RISER EA 1,500.0000 1,500.00 0.000 0.00 54 REMOVE CRASH CUSHION (SAND FILLED) EA 775.0000 775.00 0.000 0.00 S) 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 55,000.0000 55,000.00 1.000 55,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.750 33,750.00 58 BRIDGE REMOVAL (PORTION), LOCATION C LS 39,000.0000 39,000.00 0.700 27,300.00 59 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,500.0000 47,500.00 0.750 35,625.00 60 BRIDGE REMOVAL (PORTION), LOCATION E LS 48,500.0000 48,500.00 0.700 33,950.00 61 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.900 45,000.00 62 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.021 420.00 0.372 7,440.00 63 ROADWAY EXCAVATION M3 14.0000 2,030,000.00 115,928.230 1,622,995.22 64 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 65 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 233,600.00 1,073.740 171,798.40 F) 66 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 54,500.00 695.200 34,760.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 150,800.00 732.000 14,640.00 9,605.535 192,110.70 F) 68 STRUCTURE BACKFILL (BRIDGE) M3 108.0000 202,608.00 70.000 7,560.00 462.560 49,956.48 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 46.0000 332,120.00 595.000 27,370.00 4,116.050 189,338.30 F) 70 PERVIOUS BACKFILL MATERIAL M3 123.0000 8,610.00 35.000 4,305.00 35.000 4,305.00 F) 71 PERVIOUS BACKFILL MATERIAL (RETAINING M3 89.0000 51,175.00 55.000 4,895.00 333.550 29,685.95 F) WALL) 72 SAND BACKFILL M3 165.0000 24,750.00 0.000 0.00 73 DITCH EXCAVATION M3 106.0000 7,420.00 0.000 0.00 74 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.000 0.00 S) 75 IMPORTED TOPSOIL M3 45.0000 72,450.00 0.000 0.00 76 DUFF M2 6.0000 319,200.00 38,032.310 228,193.86 PROGRAM CAS145 PAGE 4 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (BIOFILTRATION) M2 14.0000 4,340.00 0.000 0.00 S) 78 EROSION CONTROL (TYPE D) M2 5.5000 361,900.00 19,055.700 104,806.35 S) 79 EROSION CONTROL (HYDRAULIC MATRIX) M2 6.4000 76,160.00 11,964.000 76,569.60 S) 80 FIBER ROLLS M 8.0000 92,000.00 7,459.610 59,676.88 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 2.000 1,500.00 S) 82 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 83 PLANT ESTABLISHMENT WORK LS 77,000.0000 77,000.00 0.000 0.00 S) 84 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.047 18,800.00 S) 85 NPS 4 SUPPLY LINE (BRIDGE) M 385.0000 123,585.00 209.000 80,465.00 86 50 MM WATER METER EA 2,600.0000 5,200.00 0.000 0.00 S) 87 75 MM WATER METER EA 5,000.0000 5,000.00 0.000 0.00 S) 88 200 MM PLASTIC PIPE, SCHEDULE 40 M 115.0000 805.00 0.000 0.00 89 250 MM CORRUGATED HIGH DENSITY M 207.0000 151,110.00 12.430 2,573.01 S) POLYETHYLENE PIPE CONDUIT 90 200 MM WELDED STEEL PIPE CONDUIT M 185.0000 57,350.00 0.000 0.00 S) (6.35 MM THICK) 91 250 MM WELDED STEEL PIPE CONDUIT M 260.0000 8,060.00 0.000 0.00 S) (6.35 MM THICK) 92 FINISHING ROADWAY LS 45,000.0000 45,000.00 0.000 0.00 93 CLASS 2 AGGREGATE BASE M3 38.0000 1,250,200.00 884.540 33,612.52 11,148.730 423,651.74 94 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 4,900.00 0.000 0.00 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,300.0000 11,700.00 0.000 0.00 96 HOT MIX ASPHALT TONN 89.0000 3,622,300.00 9,084.910 808,556.99 9,929.830 883,754.87 97 PLACE HOT MIX ASPHALT DIKE M 6.0000 15,720.00 0.000 0.00 98 PLACE HOT MIX ASPHALT M2 33.0000 2,838.00 0.000 0.00 (MISCELLANEOUS AREA) 99 TACK COAT TONN 1,200.0000 132,000.00 0.510 612.00 00 CONCRETE PAVEMENT M3 220.0000 4,972,000.00 739.440 162,676.80 739.440 162,676.80 01 SEAL LONGITUDINAL ISOLATION JOINT M 21.0000 256,200.00 1,896.810 39,833.01 S) 02 REPAIR SPALLED JOINTS LS 100.0000 100.00 0.000 0.00 03 SEAL LONGITUDINAL JOINT M 4.2000 101,220.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SEAL TRANSVERSE JOINT M 4.2000 63,000.00 0.000 0.00 05 GRIND EXISTING CONCRETE M2 5.0000 43,400.00 4,593.000 22,965.00 S) PAVEMENT 06 FURNISH STEEL PILING (HP 250 X 85) M 144.0000 138,240.00 960.000 138,240.00 07 DRIVE STEEL PILE (HP 250 X 85) EA 1,120.0000 92,960.00 83.000 92,960.00 S) 08 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 441,450.00 529.240 238,158.00 S) PILING 09 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 26,400.00 0.000 0.00 S) PILING (ROCK SOCKET) 10 FURNISH PILING (CLASS 625) M 138.0000 145,038.00 911.000 125,718.00 (ALTERNATIVE V) 11 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 900.0000 95,400.00 106.000 95,400.00 S) 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 172,920.00 1,441.000 172,920.00 SF)PILING (SOUND WALL) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 490,000.0000 490,000.00 0.110 53,900.00 0.430 210,700.00 S) 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 391,050.00 736.060 331,227.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 710.0000 3,089,210.00 118.000 83,780.00 2,621.000 1,860,910.00 F) 16 JACKING SUPERSTRUCTURE LS 80,000.0000 80,000.00 0.000 0.00 S) 17 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 202,500.00 113.000 50,850.00 450.000 202,500.00 F) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 220,000.00 47.500 52,250.00 47.500 52,250.00 F) (TYPE N) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 80,300.00 0.000 0.00 (TYPE R) 20 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 302,500.00 0.000 0.00 F) (TYPE N MODIFIED) 21 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,800.0000 48,600.00 19.980 35,964.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 450.0000 847,350.00 1,145.640 515,538.00 F) 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 180,000.00 31.190 56,142.00 F) 24 MINOR CONCRETE (SOUND WALL) M3 750.0000 528,000.00 95.110 71,332.50 721.310 540,982.50 F) 25 PAVING NOTCH EXTENSION M3 1,930.0000 1,930.00 0.000 0.00 26 ARCHITECTURAL SURFACE (BARRIER) M2 44.0000 18,744.00 0.000 0.00 F) 27 ARCHITECTURAL SURFACE M2 55.0000 10,120.00 0.000 0.00 F) (BARRIER TILE TEXTURE) 28 SWIRLED PLASTER TEXTURE M2 70.0000 153,090.00 193.000 13,510.00 1,442.480 100,973.60 F) 29 BUTTRESS KEY TEXTURE M2 177.0000 354.00 2.000 354.00 2.000 354.00 F) 30 DRILL AND BOND DOWEL M 113.0000 16,837.00 20.240 2,287.12 PROGRAM CAS145 PAGE 6 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PRECAST PRESTRESSED CONCRETE EA 60,000.0000 120,000.00 2.000 120,000.00 S) BOX GIRDER (20 M - 25 M) 32 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 7,000.0000 14,000.00 2.000 14,000.00 S) GIRDER 33 CORE CONCRETE (151 MM - 200 MM) M 900.0000 900.00 0.000 0.00 S) 34 SOUND WALL (MASONRY BLOCK) M2 200.0000 1,274,200.00 5,894.840 1,178,968.00 SF) 35 ACCESS GATE (SOUND WALL) EA 3,350.0000 10,050.00 0.000 0.00 SF) 36 JOINT SEAL (MR 30 MM) M 115.0000 5,750.00 0.000 0.00 S) 37 JOINT SEAL (MR 40 MM) M 230.0000 9,430.00 0.000 0.00 S) 38 JOINT SEAL (MR 50 MM) M 285.0000 28,785.00 0.000 0.00 S) 39 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 1,278,480.00 502,120.000 803,392.00 SF) 40 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 403,029.00 10,650.000 23,962.50 123,797.810 278,545.07 SF) 41 HEADED BAR REINFORCEMENT EA 20.0000 23,600.00 1,180.000 23,600.00 SF) 42 ASPHALT MEMBRANE WATERPROOFING M2 145.0000 8,700.00 0.000 0.00 SF) 43 TREAT BRIDGE DECK M2 5.0000 15,475.00 0.000 0.00 F) 44 FURNISH BRIDGE DECK TREATMENT MATERIAL L 10.0000 14,100.00 0.000 0.00 45 COLUMN CASING KG 13.0000 262,600.00 0.000 0.00 SF) 46 FURNISH SIGN STRUCTURE (TUBULAR) KG 12.0000 1,432,620.00 0.000 0.00 F) 47 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 119,385.00 0.000 0.00 SF) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 50 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 45,000.00 0.000 0.00 F) WITHOUT WALKWAY) 51 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 24,000.00 0.000 0.00 SF)WITHOUT WALKWAY) 52 FURNISH LAMINATED PANEL SIGN M2 170.0000 47,600.00 0.000 0.00 (25.4 MM-TYPE A) 53 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 2,700.00 10.310 927.90 (1.6 MM-UNFRAMED) 54 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 5,800.00 0.000 0.00 (2.0 MM-UNFRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 480.00 2.300 276.00 (1.6 MM-FRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,380.00 0.000 0.00 (2.0 MM-FRAMED) 57 1524 MM CAST-IN-DRILLED-HOLE M 2,400.0000 386,400.00 100.600 241,440.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 METAL (RAIL MOUNTED SIGN) KG 30.0000 60,000.00 160.000 4,800.00 59 ROADSIDE SIGN - ONE POST EA 500.0000 7,000.00 5.000 2,500.00 60 ROADSIDE SIGN - TWO POST EA 1,250.0000 2,500.00 1.000 1,250.00 61 ROADSIDE SIGN - ONE POST (WITH WEED MAT) EA 125.0000 875.00 0.000 0.00 62 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,125.00 2.000 250.00 METHOD) 63 INSTALL SIGN PANEL ON EXISTING SIGN M2 50.0000 1,900.00 0.000 0.00 SF)STRUCTURE 64 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,200.00 1.000 200.00 EXISTING POST 65 300 MM REINFORCED CONCRETE PIPE M 520.0000 1,820.00 0.000 0.00 66 450 MM REINFORCED CONCRETE PIPE M 268.0000 58,960.00 127.680 34,218.24 67 600 MM REINFORCED CONCRETE PIPE M 265.0000 180,200.00 181.120 47,996.80 381.460 101,086.90 68 750 MM REINFORCED CONCRETE PIPE M 760.0000 1,520.00 1.220 927.20 69 900 MM REINFORCED CONCRETE PIPE M 380.0000 178,600.00 257.540 97,865.20 70 1200 MM REINFORCED CONCRETE PIPE M 448.0000 26,880.00 59.780 26,781.44 71 1500 MM REINFORCED CONCRETE PIPE M 590.0000 118,000.00 194.320 114,648.80 72 100 MM PLASTIC PIPE UNDERDRAIN M 70.0000 17,500.00 0.000 0.00 73 100 MM PERFORATED PIPE UNDERDRAIN M 31.0000 76,260.00 0.000 0.00 74 450 MM BITUMINOUS COATED CORRUGATED M 314.0000 22,608.00 35.200 11,052.80 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 75 600 MM BITUMINOUS COATED CORRUGATED M 333.0000 36,630.00 54.600 18,181.80 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 76 DRAINAGE INLET MARKER EA 150.0000 450.00 0.000 0.00 77 900 MM BITUMINOUS COATED CORRUGATED M 900.0000 1,800.00 1.850 1,665.00 STEEL PIPE INLET (2.01 MM THICK) 78 GRATED LINE DRAIN M 1,050.0000 11,550.00 0.000 0.00 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 BACKFLOW PREVENTER ASSEMBLY EA 11,250.0000 11,250.00 0.000 0.00 81 200 MM POLYVINYL CHLORIDE PIPE CLASS 200 M 235.0000 82,250.00 0.000 0.00 82 100 MM BLOWOFF ASSEMBLY EA 2,800.0000 5,600.00 0.000 0.00 83 JACKED 900 MM WELDED STEEL PIPE M 2,900.0000 249,400.00 74.460 215,934.00 (50 MM THICK) PROGRAM CAS145 PAGE 8 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 450 MM CEMENT MORTER LINED AND COATED M 1,100.0000 102,300.00 95.570 105,127.00 WELDED STEEL PIPE 85 900 MM PRECAST CONCRETE PIPE INLET M 950.0000 9,500.00 6.150 5,842.50 86 1200 MM PRECAST CONCRETE PIPE INLET M 1,640.0000 3,936.00 2.350 3,854.00 87 900 MM PRECAST CONCRETE PIPE RISER M 1,500.0000 10,500.00 2.540 3,810.00 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 270.0000 1,107.00 4.100 1,107.00 89 ROCK SLOPE PROTECTION M3 256.0000 2,304.00 0.000 0.00 (FACING, METHOD B) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 SLOPE PAVING (CONCRETE) M2 200.0000 1,154,400.00 0.000 0.00 F) (SPLIT FACED VENEER) 94 SLOPE PAVING (ROCK COBBLE) M2 850.0000 272,000.00 0.000 0.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 450.0000 71,100.00 0.000 0.00 96 MINOR CONCRETE (SLOPE PROTECTION) M3 800.0000 152,000.00 103.270 82,616.00 97 ROCK SLOPE PROTECTION FABRIC M2 12.0000 480.00 13.170 158.04 98 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 28,000.00 21.600 15,120.00 CONSTRUCTION) 99 MINOR CONCRETE (STRESS REDUCING SLAB) M3 590.0000 51,920.00 41.300 24,367.00 44.100 26,019.00 00 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 168,000.00 154.200 11,565.00 154.200 11,565.00 01 MISCELLANEOUS IRON AND STEEL KG 4.0000 43,800.00 3,159.000 12,636.00 SF) 02 MISCELLANEOUS METAL (BRIDGE) KG 11.0000 9,900.00 900.000 9,900.00 SF) 03 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 54,240.00 3,675.000 44,100.00 SF) 04 TUNNEL FIRE PROTECTION LS 18,000.0000 18,000.00 0.000 0.00 05 CHAIN LINK FENCE (TYPE CL-1.8) M 171.0000 5,814.00 25.770 4,406.67 S) 06 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 1,800.00 1.000 1,800.00 S) 07 DELINEATOR (CLASS 1) EA 75.0000 1,875.00 0.000 0.00 08 MILEPOST MARKER EA 100.0000 400.00 0.000 0.00 09 GUARD RAILING DELINEATOR EA 25.0000 1,050.00 3.000 75.00 10 METAL BEAM GUARD RAILING M 97.0000 15,520.00 26.600 2,580.20 S) PROGRAM CAS145 PAGE 9 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CABLE RAILING M 44.0000 4,532.00 103.000 4,532.00 103.000 4,532.00 S) 12 TRANSITION RAILING (TYPE WB) EA 3,400.0000 34,000.00 0.000 0.00 S) 13 TERMINAL SYSTEM (TYPE CAT) EA 5,800.0000 5,800.00 1.000 5,800.00 S) 14 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 800.0000 800.00 1.000 800.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 0.000 0.00 S) 16 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 20,400.00 0.000 0.00 S) 17 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 12,400.00 0.000 0.00 S) 18 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 25,000.00 1.000 25,000.00 S) 19 CONCRETE BARRIER (TYPE 60AR MODIFIED) M 165.0000 13,035.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60 MODIFIED) M 330.0000 745,800.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60) M 150.0000 810,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60C) M 195.0000 156,000.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60E) M 706.0000 451,840.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 60G MODIFIED) M 726.0000 147,378.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 736A MODIFIED) M 200.0000 84,000.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 736) M 230.0000 45,540.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 110,250.00 57.800 14,450.00 F) 28 CONCRETE BARRIER (TYPE 736B MODIFIED) M 400.0000 15,200.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 736A MODIFIED) M 200.0000 16,200.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 736R MODIFIED) M 240.0000 93,120.00 0.000 0.00 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 10,540.00 7.050 239.70 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 40,040.00 0.000 0.00 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 4,428.00 51.000 137.70 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,245.00 27.000 40.50 S) (BROKEN 3.66 M - 0.92 M) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 480.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 37 PAINT TRAFFIC STRIPE (1-COAT) M 0.3200 15,360.00 1,775.500 568.16 S) PROGRAM CAS145 PAGE 10 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 54,000.00 49,187.000 24,593.50 S) 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,000.00 7,441.000 7,441.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8500 31,350.00 2,966.000 8,453.10 S) 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 42 SIGNAL AND LIGHTING LS 107,000.0000 107,000.00 1.000 107,000.00 S) 43 TEMPORARY LIGHTING LS 270,000.0000 270,000.00 0.151 40,770.00 S) 44 LIGHTING (CITY STREET) LS 260,000.0000 260,000.00 0.000 0.00 S) 45 LIGHTING (TUNNEL) LS 124,000.0000 124,000.00 0.000 0.00 S) 46 LIGHTING AND SIGN ILLUMINATION LS 537,000.0000 537,000.00 0.215 115,455.00 S) 47 CHANGEABLE MESSAGE SIGN SYSTEM LS 39,000.0000 39,000.00 0.000 0.00 S) 48 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 40,600.00 130.000 7,540.00 147.000 8,526.00 S) 49 TRAFFIC MONITORING STATION (LOCATION 1) LS 70,800.0000 70,800.00 0.102 7,221.60 S) 50 TRAFFIC MONITORING STATION (LOCATION 2) LS 128,800.0000 128,800.00 0.107 13,781.60 S) 51 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.000 0.00 S) 52 FIBER OPTIC COMMUNICATION SYSTEM LS 1429,000.0000 1,429,000.00 0.009 12,861.00 0.234 334,386.00 S) 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 RAMP METERING SYSTEM (LOCATION 1) LS 42,000.0000 42,000.00 0.000 0.00 S) 56 RAMP METERING SYSTEM (LOCATION 2) LS 54,000.0000 54,000.00 0.000 0.00 S) 57 RAMP METERING SYSTEM (LOCATION 3) LS 76,700.0000 76,700.00 0.000 0.00 S) 58 RAMP METERING SYSTEM (LOCATION 4) LS 62,600.0000 62,600.00 0.000 0.00 S) 59 TEMPORARY RAMP METERING SYSTEM (LOC 1) LS 58,000.0000 58,000.00 0.265 15,370.00 S) 60 TEMPORARY RAMP METERING SYSTEM (LOC 2) LS 52,700.0000 52,700.00 0.119 6,271.30 S) 61 TEMPORARY RAMP METERING SYSTEM (LOC 3) LS 87,000.0000 87,000.00 0.758 65,946.00 S) 62 FIRE HYDRANT EA 3,700.0000 7,400.00 0.000 0.00 S) 63 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 64 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 330,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 11 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 30,000.00 0.000 0.00 F) 66 920 MM CAST-IN-DRILLED-HOLE M 2,500.0000 37,500.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 67 900 MM BITUMINOUS COATED CORRUGATED M 840.0000 7,560.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 68 CONCRETE BARRIER (TYPE 60R1) M 520.0000 13,000.00 24.500 12,740.00 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,440.00 0.000 0.00 (BROKEN 5.5 M - 3.50 M) 70 TEMPORARY CLOSED CIRCUIT TELEVISION LS 38,700.0000 38,700.00 0.027 1,044.90 (LOCATION 1) 71 TEMPORARY CLOSED CIRCUIT TELEVISION LS 36,750.0000 36,750.00 0.000 0.00 (LOCATION 2) PROGRAM CAS145 PAGE 12 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 09:41 AM ESTIMATE NO. 15 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,571,770.01 15,267,566.33 ADJUSTMENT OF COMPENSATION 0.00 -9,737.65 EXTRA WORK 35,838.98 605,938.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,607,608.99 15,863,767.07 72 MOBILIZATION LS 3750,000.0000 3,750,000.00 0.950 3,562,500.00 ORIGINAL CONTRACT AMOUNT 46,599,284.00 TOTAL WORK COMPLETED 1,607,608.99 19,426,267.07 MATERIALS ON HAND ON SITE 387,045.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -14,000.00 TOTAL 1,608,608.99 19,799,312.86 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 12/10/08 900 01/15/09 02/03/09 10/05/12 242 19 0 0 41% 37% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 02/23/10