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 06/21/11 EST. NO.11 TIME 11:02 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 --------------------------------------------------------------------------- *** 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 06/21/11 EST. NO.11 TIME 11:02 AM R.E. NAME: SHELLEY MAGGARD 06-471904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 -10,000.00 06 ANT 14 LDS @ 3000P/D -42,000.00 09 0.00 -52,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 03 MISS PYRL -8,000.00 05 MISS PYRL -10,000.00 07 RECD PYRL #3, 4 & 7 10,000.00 08 RECD PYRL 7 10,000.00 10 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 090 -8,853.90 01 OVERBID ITEM NO. 090 -2,361.04 02 OVERBID ITEM NO. 090 -590.26 07 0.00 -11,805.20 TOTAL DEDUCTIONS 0.00 -63,805.20 PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 11:02 AM ESTIMATE NO. 11 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 06/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/11 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 0.250 500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 900.0000 193,500.00 231.000 207,900.00 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 0.739 5,912.00 1.000 8,000.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.374 561.00 0.900 1,350.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 3.0000 10,500.00 1,460.000 4,380.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 4.000 16,000.00 09 STREET SWEEPING LS 20,000.0000 20,000.00 0.500 10,000.00 1.000 20,000.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 1.000 1,500.00 11 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.049 980.00 1.000 20,000.00 12 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.050 2,000.00 1.000 40,000.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 15,930.00 49,015.000 13,234.05 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 306.000 9,180.00 15 TEMPORARY PAVEMENT MARKER EA 3.0000 2,580.00 712.000 2,136.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 1.000 16,000.00 17 TEMPORARY RAILING (TYPE K) LF 11.0000 149,600.00 12,900.000 141,900.00 18 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 201.000 40,200.00 19 ABANDON PIPELINE LF 18.0000 3,600.00 200.000 3,600.00 20 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,300.00 2,420.000 24,200.00 21 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 38,165.00 19,062.000 16,202.70 33,342.000 28,340.70 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9800 11,956.00 11,048.000 10,827.04 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 11:02 AM ESTIMATE NO. 11 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 06/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,540.00 260.000 260.00 1,261.000 1,261.00 24 REMOVE ROADSIDE SIGN EA 95.0000 665.00 7.000 665.00 7.000 665.00 25 REMOVE ASPHALT CONCRETE DIKE LF 0.5500 1,199.00 2,162.000 1,189.10 26 REMOVE DOWNDRAIN EA 4,400.0000 4,400.00 0.000 0.00 27 REMOVE CONCRETE PAVEMENT CY 40.0000 36,800.00 850.610 34,024.40 28 REMOVE ASPHALT CONCRETE SURFACING CY 25.0000 77,500.00 3,043.810 76,095.25 29 RECONSTRUCT THRIE BEAM BARRIER LF 19.0000 75,240.00 3,962.500 75,287.50 30 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 33,300.00 6,687.170 33,435.85 31 BRIDGE REMOVAL LS 110,000.0000 110,000.00 1.000 110,000.00 32 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.350 3,500.00 1.000 10,000.00 33 ROADWAY EXCAVATION CY 33.0000 114,510.00 1,036.030 34,188.99 2,982.460 98,421.18 34 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 1.000 1,500.00 35 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 36 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 42,480.00 944.000 42,480.00 F) 37 STRUCTURE BACKFILL (BRIDGE) CY 81.0000 30,294.00 374.000 30,294.00 F) 38 IMPORTED BORROW CY 47.0000 10,810.00 282.260 13,266.22 282.260 13,266.22 39 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 40 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 4,350.00 86.450 4,322.50 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 330.0000 1,980.00 2.000 660.00 2.000 660.00 42 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 8,880.00 110,034.000 8,802.72 43 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 3,800.00 7,596.000 3,798.00 (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 1.000 8,000.00 1.000 8,000.00 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 10,250.00 248.000 10,168.00 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 726,000.00 285.250 18,826.50 10,282.640 678,654.24 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 11:02 AM ESTIMATE NO. 11 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 06/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 82.220 1,644.40 82.220 1,644.40 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 2,471.800 6,179.50 53 PLACE HOT MIX ASPHALT SQYD 70.0000 4,130.00 52.100 3,647.00 (MISCELLANEOUS AREA) 54 TACK COAT TON 350.0000 6,300.00 11.470 4,014.50 23.950 8,382.50 55 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 185,400.00 1,009.110 181,639.80 56 SEAL PAVEMENT JOINT LF 3.5000 9,170.00 2,667.000 9,334.50 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 2,884.200 144,210.00 60 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 138,250.00 1,958.000 137,060.00 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 62 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 50,750.00 145.000 50,750.00 F) 63 STRUCTURAL CONCRETE, BRIDGE CY 350.0000 560,000.00 1,600.000 560,000.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 45,000.00 90.000 45,000.00 F) (TYPE N MODIFIED) 65 JOINT SEAL (MR 1 1/2") LF 71.0000 17,537.00 247.000 17,537.00 66 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 469,000.00 469,000.000 469,000.00 F) 67 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,020.00 67.100 1,006.50 67.100 1,006.50 (0.063"-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 7,220.00 248.000 4,712.00 248.000 4,712.00 (0.080"-UNFRAMED) 69 ROADSIDE SIGN - ONE POST EA 130.0000 2,600.00 20.000 2,600.00 20.000 2,600.00 70 ROADSIDE SIGN - TWO POST EA 172.0000 516.00 3.000 516.00 3.000 516.00 71 INSTALL ROADSIDE SIGN PANEL ON EA 82.0000 328.00 4.000 328.00 4.000 328.00 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 81.000 2,430.00 81.000 2,430.00 76 OBJECT MARKER EA 35.0000 210.00 2.000 70.00 2.000 70.00 PROGRAM CAS145 PAGE 4 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 11:02 AM ESTIMATE NO. 11 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 06/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,212.000 77,420.00 78 TRANSITION RAILING (TYPE WB) EA 31.0000 62.00 2.000 62.00 79 TRANSITION RAILING (TYPE DTB) EA 35.0000 70.00 2.000 70.00 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 10.0000 20.00 2.000 20.00 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000.00 82 CONCRETE BARRIER (TYPE 60A) LF 101.0000 16,160.00 160.000 16,160.00 F) 83 CONCRETE BARRIER (TYPE 732) LF 104.0000 36,608.00 352.000 36,608.00 F) 84 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,720.00 11,399.000 10,259.10 11,399.000 10,259.10 85 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 2,850.00 317.000 3,011.50 317.000 3,011.50 86 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,528.00 5,400.000 3,240.00 5,400.000 3,240.00 (BROKEN 36-12) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,750.00 265.000 1,855.00 265.000 1,855.00 88 LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 89 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.300 4,200.00 1.000 14,000.00 PROGRAM CAS145 PAGE 5 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 11:02 AM ESTIMATE NO. 11 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 06/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 155,659.41 3,909,205.25 ADJUSTMENT OF COMPENSATION 0.00 153,418.32 EXTRA WORK 0.00 62,032.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 155,659.41 4,124,656.31 90 MOBILIZATION LS 464,600.0000 464,600.00 1.000 464,600.00 ORIGINAL CONTRACT AMOUNT 4,527,948.00 TOTAL WORK COMPLETED 155,659.41 4,589,256.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -63,805.20 TOTAL 155,659.41 4,525,451.11 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 06/22/11 215 60 16 0 95% 36% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11