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 10/26/10 EST. NO.03 TIME 05:48 AM R.E. NAME: SHELLEY MAGGARD 06-471904 --------------------------------------------------------------------------- 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 0004 225.51 E.W. @ F.A.(+) 072610 N 1 0 0005 225.51 072210 N 2 0 0006 225.51 072310 N 3 0 0007 287.53 072710 N 451540 0008 225.51 072810 N 451550 0009 411.56 072910 N 451560 0010 761.12 073010 N 451570 0011 761.12 073110 N 451580 0012 854.15 080210 N 451590 0013 619.48 080310 N 451600 0014 619.48 080410 N 451610 0015 572.16 080510 N 451620 0016 287.53 080710 N 451630 003 0001 3,847.09 E.W. @ F.A.(+) 072310 N 723 0 9,923.26 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 9,923.26 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 10/26/10 EST. NO.03 TIME 05:48 AM R.E. NAME: SHELLEY MAGGARD 06-471904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 03 -2,000.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 090 -8,853.90 01 OVERBID ITEM NO. 090 -2,361.04 02 0.00 -11,214.94 TOTAL DEDUCTIONS -2,000.00 -13,214.94 PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 06-TUL-99-3.1/ .0 ----------------- GRIFFITH COMPANY IN TULARE COUNTY NEAR EARLIMART 3050 E. BIRCH STREET FROM 0.2 MILE SOUTH TO 0.2 MILE BREA CA 92821 NORTH OF AVENUE 24 UNDERCROSSING FED. AID NO. ACNH-P099(533)E ,ACBR-P099(533)E ,NH-P099(533)E BRIDGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 900.0000 193,500.00 29.000 26,100.00 92.000 82,800.00 04 TEMPORARY FENCE (TYPE ESA) LF 11.0000 4,950.00 697.000 7,667.00 05 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 0.045 360.00 0.144 1,152.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.526 789.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 3.0000 10,500.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 0.000 0.00 09 STREET SWEEPING LS 20,000.0000 20,000.00 0.000 0.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.000 0.00 11 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.541 10,820.00 12 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.094 3,760.00 0.160 6,400.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 15,930.00 24,555.000 6,629.85 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 158.000 4,740.00 15 TEMPORARY PAVEMENT MARKER EA 3.0000 2,580.00 362.000 1,086.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.066 1,056.00 17 TEMPORARY RAILING (TYPE K) LF 11.0000 149,600.00 6,700.000 73,700.00 18 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 114.000 22,800.00 19 ABANDON PIPELINE LF 18.0000 3,600.00 0.000 0.00 20 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,300.00 0.000 0.00 21 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 38,165.00 6,000.000 5,100.00 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9800 11,956.00 10,048.000 9,847.04 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 1,540.00 869.000 869.00 24 REMOVE ROADSIDE SIGN EA 95.0000 665.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE DIKE LF 0.5500 1,199.00 952.270 523.75 26 REMOVE DOWNDRAIN EA 4,400.0000 4,400.00 0.000 0.00 27 REMOVE CONCRETE PAVEMENT CY 40.0000 36,800.00 0.000 0.00 28 REMOVE ASPHALT CONCRETE SURFACING CY 25.0000 77,500.00 0.000 0.00 29 RECONSTRUCT THRIE BEAM BARRIER LF 19.0000 75,240.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 33,300.00 1,309.440 6,547.20 31 BRIDGE REMOVAL LS 110,000.0000 110,000.00 0.500 55,000.00 32 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.000 0.00 33 ROADWAY EXCAVATION CY 33.0000 114,510.00 1,720.880 56,789.04 34 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 35 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 36 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 42,480.00 175.000 7,875.00 590.000 26,550.00 F) 37 STRUCTURE BACKFILL (BRIDGE) CY 81.0000 30,294.00 95.000 7,695.00 F) 38 IMPORTED BORROW CY 47.0000 10,810.00 0.000 0.00 39 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 40 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 4,350.00 0.000 0.00 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 330.0000 1,980.00 0.000 0.00 42 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 8,880.00 0.000 0.00 43 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 3,800.00 0.000 0.00 (BLANKET) 44 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 45 IRRIGATION SYSTEM LS 8,000.0000 8,000.00 0.000 0.00 46 2" GALVANIZED STEEL PIPE LF 45.0000 14,850.00 0.000 0.00 (SUPPLY LINE ON BRIDGE) 47 12" CORRUGATED HIGH DENSITY LF 41.0000 10,250.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 48 CLASS 2 AGGREGATE BASE CY 44.0000 38,720.00 785.300 34,553.20 49 HOT MIX ASPHALT (TYPE A) TON 66.0000 726,000.00 4,547.070 300,106.62 PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RUMBLE STRIP STA 20.0000 1,660.00 0.000 0.00 51 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 1,725.00 663.800 1,659.50 52 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 6,025.00 255.000 637.50 53 PLACE HOT MIX ASPHALT SQYD 70.0000 4,130.00 0.000 0.00 (MISCELLANEOUS AREA) 54 TACK COAT TON 350.0000 6,300.00 9.520 3,332.00 55 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 185,400.00 0.000 0.00 56 SEAL PAVEMENT JOINT LF 3.5000 9,170.00 0.000 0.00 57 SEAL ISOLATION JOINT LF 5.0000 10,400.00 0.000 0.00 58 GRIND EXISTING CONCRETE SQYD 8.0000 20,640.00 0.000 0.00 PAVEMENT 59 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 144,750.00 1,048.600 52,430.00 1,807.600 90,380.00 60 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 138,250.00 693.000 48,510.00 1,258.000 88,060.00 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.000 0.00 62 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 50,750.00 54.000 18,900.00 91.000 31,850.00 F) 63 STRUCTURAL CONCRETE, BRIDGE CY 350.0000 560,000.00 128.000 44,800.00 539.000 188,650.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 45,000.00 0.000 0.00 F) (TYPE N MODIFIED) 65 JOINT SEAL (MR 1 1/2") LF 71.0000 17,537.00 0.000 0.00 66 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 469,000.00 62,464.000 62,464.00 184,543.000 184,543.00 F) 67 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,020.00 0.000 0.00 (0.063"-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 7,220.00 0.000 0.00 (0.080"-UNFRAMED) 69 ROADSIDE SIGN - ONE POST EA 130.0000 2,600.00 0.000 0.00 70 ROADSIDE SIGN - TWO POST EA 172.0000 516.00 0.000 0.00 71 INSTALL ROADSIDE SIGN PANEL ON EA 82.0000 328.00 0.000 0.00 EXISTING POST 72 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 4,000.00 0.000 0.00 (.079" THICK) 73 12" ENTRANCE TAPER EA 2,500.0000 2,500.00 0.000 0.00 74 SURVEY MONUMENT EA 250.0000 750.00 0.000 0.00 75 DELINEATOR (CLASS 1) EA 30.0000 2,400.00 0.000 0.00 76 OBJECT MARKER EA 35.0000 210.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING (STEEL POST) LF 35.0000 73,500.00 0.000 0.00 78 TRANSITION RAILING (TYPE WB) EA 31.0000 62.00 0.000 0.00 79 TRANSITION RAILING (TYPE DTB) EA 35.0000 70.00 0.000 0.00 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 10.0000 20.00 0.000 0.00 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 60A) LF 101.0000 16,160.00 0.000 0.00 F) 83 CONCRETE BARRIER (TYPE 732) LF 104.0000 36,608.00 0.000 0.00 F) 84 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,720.00 0.000 0.00 85 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 2,850.00 0.000 0.00 86 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,528.00 0.000 0.00 (BROKEN 36-12) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,750.00 0.000 0.00 88 LIGHTING LS 50,000.0000 50,000.00 0.000 0.00 89 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 05:48 AM ESTIMATE NO. 03 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 265,199.00 1,313,082.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,923.26 9,923.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 275,122.26 1,323,005.96 90 MOBILIZATION LS 464,600.0000 464,600.00 0.950 441,370.00 ORIGINAL CONTRACT AMOUNT 4,527,948.00 TOTAL WORK COMPLETED 275,122.26 1,764,375.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -13,214.94 TOTAL 273,122.26 1,751,161.02 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 090 MOBILIZATION 452,794.80 464,600.00 11,805.20 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 07/13/10 575 07/14/10 07/14/10 02/14/12 63 6 0 0 38% 11% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 25 DATE 10/26/10