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 12/22/09 EST. NO.06 TIME 06:05 AM R.E. NAME: DEALBA, FERNANDO 06-407214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/22/09 EST. NO.06 TIME 06:05 AM R.E. NAME: DEALBA, FERNANDO 06-407214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 05 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 06:05 AM ESTIMATE NO. 06 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 LOCATION PROGRESS ESTIMATE 06-MAD-145-8.8/9.1 ----------------- 06-MAD-99-10.1/10.4 FLATIRON WEST INC IN MADERA COUNTY IN MADERA ON 2100 GOODYEAR ROAD ROUTE 99 AND ON ROUTE 145 BENICIA CA 94510 FED. AID NO. HPLU-6206(13)E WIDEN BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 260.0000 59,800.00 16.000 4,160.00 107.000 27,820.00 03 TEMPORARY FENCE (TYPE ESA) M 9.0000 5,760.00 476.000 4,284.00 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.070 700.00 0.466 4,660.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.465 1,162.50 0.465 1,162.50 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 8.0000 5,200.00 120.000 960.00 120.000 960.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 2.000 5,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 3.000 10,500.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 5,000.00 10.000 5,000.00 10 STREET SWEEPING LS 9,500.0000 9,500.00 0.070 665.00 0.466 4,427.00 11 TELEPHONE CONDUIT M 10.0000 43,100.00 950.000 9,500.00 3,930.000 39,300.00 12 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.028 112.00 0.586 2,344.00 13 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.070 2,800.00 0.466 18,640.00 14 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 2,860.00 110.000 7,150.00 180.000 11,700.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.070 1,050.00 0.466 6,990.00 16 TEMPORARY RAILING (TYPE K) M 45.0000 25,650.00 353.800 15,921.00 17 TEMPORARY CRASH CUSHION MODULE EA 150.0000 11,700.00 56.000 8,400.00 18 ABANDON CULVERT M 60.0000 2,520.00 6.000 360.00 19 REMOVE FENCE M 250.0000 500.00 0.000 0.00 20 REMOVE METAL BEAM GUARD RAILING M 83.0000 3,071.00 91.000 7,553.00 21 REMOVE PAINTED TRAFFIC STRIPE M 6.4000 2,496.00 0.000 0.00 22 REMOVE ROADSIDE SIGN EA 85.0000 1,105.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 06:05 AM ESTIMATE NO. 06 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 15.0000 585.00 0.000 0.00 24 REMOVE CULVERT M 95.0000 3,230.00 26.000 2,470.00 25 REMOVE INLET EA 700.0000 3,500.00 4.000 2,800.00 26 REMOVE DECK CHIP SEAL M2 20.0000 12,860.00 0.000 0.00 27 REMOVE BASE AND SURFACING M3 20.0000 300.00 0.000 0.00 28 REMOVE CONCRETE DECK SURFACE M2 48.0000 11,040.00 0.000 0.00 29 RECONSTRUCT CHAIN LINK FENCE M 130.0000 4,680.00 0.000 0.00 30 RELOCATE HYDRANT EA 3,500.0000 3,500.00 0.000 0.00 31 RELOCATE ROADSIDE SIGN-ONE POST EA 130.0000 3,380.00 0.000 0.00 32 RELOCATE ROADSIDE SIGN-TWO POST EA 330.0000 990.00 0.000 0.00 33 RELOCATE ROADSIDE SIGN EA 100.0000 200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 34 ADJUST FRAME AND COVER TO GRADE EA 1,300.0000 20,800.00 0.000 0.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 10,480.00 0.000 0.00 36 REMOVE CONCRETE SIDEWALK M2 80.0000 1,920.00 24.000 1,920.00 37 REMOVE CONCRETE BARRIER M 100.0000 6,200.00 59.000 5,900.00 38 REMOVE CONCRETE ISLAND (PORTIONS) M2 30.0000 9,600.00 106.800 3,204.00 342.380 10,271.40 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 7.2000 1,656.00 0.000 0.00 40 CLEAN BRIDGE DECK M2 3.4000 2,186.20 0.000 0.00 41 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.100 3,000.00 42 PUMP PLANT REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 43 CLEARING AND GRUBBING LS 8,000.0000 8,000.00 1.000 8,000.00 44 ROADWAY EXCAVATION M3 30.0000 71,400.00 231.150 6,934.50 1,990.390 59,711.70 45 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.049 122.50 0.626 1,565.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 80,400.00 1,340.000 80,400.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 59,680.00 598.000 47,840.00 F) 48 SAND BACKFILL M3 150.0000 1,050.00 0.000 0.00 49 IMPORTED MATERIAL (SHOULDER BACKING) TONN 55.0000 2,090.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 06:05 AM ESTIMATE NO. 06 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HIGHWAY PLANTING LS 34,000.0000 34,000.00 0.000 0.00 51 EROSION CONTROL (COMPOST BLANKET) M3 152.0000 4,560.00 0.000 0.00 52 MAINTAIN EXISTING PLANTED AREAS LS 7,500.0000 7,500.00 0.070 525.00 0.466 3,495.00 53 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 0.000 0.00 54 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,500.0000 2,500.00 0.070 175.00 0.466 1,165.00 55 IRRIGATION SYSTEM LS 37,000.0000 37,000.00 0.000 0.00 56 NPS 2 SUPPLY LINE (BRIDGE) M 90.0000 7,740.00 0.000 0.00 F) 57 250 MM CORRUGATED HIGH DENSITY M 50.0000 4,300.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 58 EXTEND 200 MM CONDUIT M 185.0000 2,035.00 0.000 0.00 59 CLASS 2 AGGREGATE BASE M3 65.0000 48,750.00 44.320 2,880.80 346.070 22,494.55 60 HOT MIX ASPHALT (TYPE A) TONN 83.0000 209,160.00 161.160 13,376.28 1,180.110 97,949.13 61 PLACE HOT MIX ASPHALT DIKE M 15.0000 2,850.00 0.000 0.00 62 PLACE HOT MIX ASPHALT M2 30.0000 9,900.00 299.740 8,992.20 (MISCELLANEOUS AREA) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 157,500.00 450.000 157,500.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 688,500.00 157.000 133,450.00 621.000 527,850.00 F) 65 CLASS 1 CONCRETE (PUMP PLANT) M3 1,700.0000 15,300.00 9.000 15,300.00 F) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 27,200.00 4.500 7,200.00 F) 67 DRILL AND BOND DOWEL M 120.0000 19,920.00 25.000 3,000.00 68 CLEAN EXPANSION JOINT M 63.0000 2,079.00 0.000 0.00 69 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 120,000.00 20.000 120,000.00 GIRDER (10 M - 15 M) 70 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 200,000.00 20.000 200,000.00 GIRDER (20 M - 25 M) 71 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 60,000.00 40.000 60,000.00 GIRDER 72 FURNISH POLYESTER CONCRETE OVERLAY M3 4,095.0000 20,475.00 0.000 0.00 73 PLACE POLYESTER CONCRETE OVERLAY M2 68.0000 15,640.00 0.000 0.00 F) 74 CONCRETE BLOCK WALL M2 885.0000 2,743.50 0.000 0.00 75 JOINT SEAL (MR 25 MM) M 155.0000 12,555.00 0.000 0.00 76 BAR REINFORCING STEEL (BRIDGE) KG 1.2300 299,259.00 212,930.000 261,903.90 F) PROGRAM CAS145 PAGE 4 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 06:05 AM ESTIMATE NO. 06 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TREAT BRIDGE DECK M2 3.3500 2,154.05 0.000 0.00 F) 78 FURNISH BRIDGE DECK TREATMENT MATERIAL L 30.0000 7,860.00 0.000 0.00 79 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 25.0000 25,800.00 0.000 0.00 F) WITH WALKWAY) 80 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 6.2000 6,398.40 0.000 0.00 F) WITH WALKWAY) 81 FURNISH LAMINATED PANEL SIGN M2 230.0000 2,760.00 0.000 0.00 (25.4 MM-TYPE A) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 2,070.00 0.000 0.00 (1.6 MM-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,125.00 0.000 0.00 (2.0 MM-UNFRAMED) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 155.0000 775.00 0.000 0.00 (1.6 MM-FRAMED) 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,155.00 0.000 0.00 (2.0 MM-FRAMED) 86 ROADSIDE SIGN - ONE POST EA 230.0000 3,220.00 0.000 0.00 87 ROADSIDE SIGN - TWO POST EA 400.0000 2,000.00 0.000 0.00 88 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 6,560.00 41.000 6,560.00 89 300 MM REINFORCED CONCRETE PIPE M 180.0000 450.00 14.500 2,610.00 90 375 MM REINFORCED CONCRETE PIPE M 220.0000 506.00 2.300 506.00 91 450 MM REINFORCED CONCRETE PIPE M 150.0000 27,000.00 29.900 4,485.00 92 1200 MM REINFORCED CONCRETE PIPE M 550.0000 50,050.00 0.000 0.00 93 150 MM PLASTIC PIPE M 15.0000 48.00 0.000 0.00 94 DRAINAGE INLET MARKER EA 195.0000 2,340.00 0.000 0.00 95 PIPE MANHOLE M 3,000.0000 3,300.00 1.100 3,300.00 96 MINOR CONCRETE (BACKFILL) M3 180.0000 5,400.00 19.110 3,439.80 97 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 112,000.00 54.370 19,029.50 187.370 65,579.50 CONSTRUCTION) 98 MISCELLANEOUS IRON AND STEEL KG 5.0000 7,655.00 148.000 740.00 F) 99 MISCELLANEOUS METAL KG 24.0000 22,800.00 475.000 11,400.00 475.000 11,400.00 F) (RESTRAINER - CABLE TYPE) 00 MISCELLANEOUS METAL (BRIDGE) KG 35.0000 17,500.00 0.000 0.00 F) 01 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 31,200.00 650.000 7,800.00 650.000 7,800.00 F) 02 PUMPING PLANT METAL WORK KG 15.0000 2,775.00 0.000 0.00 F) 03 DELINEATOR (CLASS 1) EA 97.0000 1,552.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 06:05 AM ESTIMATE NO. 06 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING (STEEL POST) M 150.0000 570.00 0.000 0.00 05 CHAIN LINK RAILING (TYPE 7) M 170.0000 28,390.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 50,100.00 0.000 0.00 F) 07 TRANSITION RAILING (TYPE WB) EA 4,200.0000 8,400.00 0.000 0.00 08 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60E) M 495.0000 30,690.00 0.000 0.00 10 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 8,640.00 0.000 0.00 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 2,418.00 0.000 0.00 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.9000 2,457.00 0.000 0.00 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 325.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 450.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,000.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 3,510.00 0.000 0.00 17 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 18 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.015 1,500.00 0.049 4,900.00 19 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.017 1,700.00 0.082 8,200.00 20 SIGNAL AND LIGHTING (LOCATION 3) LS 65,000.0000 65,000.00 0.027 1,755.00 0.086 5,590.00 21 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 132,000.0000 132,000.00 0.053 6,996.00 0.475 62,700.00 22 EMERGENCY VEHICLE DETECTOR SYSTEM LS 7,000.0000 7,000.00 0.000 0.00 (LOCATION 1) 23 EMERGENCY VEHICLE DETECTOR SYSTEM LS 7,000.0000 7,000.00 0.000 0.00 (LOCATION 2) 24 EMERGENCY VEHICLE DETECTOR SYSTEM LS 7,000.0000 7,000.00 0.000 0.00 (LOCATION 3) 25 SPRINKLER CONTROL CONDUIT (BRIDGE) M 126.0000 12,600.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 06:05 AM ESTIMATE NO. 06 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 239,108.08 2,088,559.68 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 239,108.08 2,088,559.68 26 MOBILIZATION LS 390,000.0000 390,000.00 0.050 19,500.00 1.000 390,000.00 ORIGINAL CONTRACT AMOUNT 3,966,959.15 TOTAL WORK COMPLETED 258,608.08 2,478,559.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 258,608.08 2,468,559.68 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 05/20/09 320 07/09/09 07/09/09 06/18/10 107 5 0 0 62% 47% PROGRESS IS SATISFACTORY DEALBA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 17 DATE 12/22/09