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 01/25/11 EST. NO.06 TIME 07:18 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 0017 506.18 E.W. @ F.A.(+) 122010 N 122010 005 0001 938.28 E.W. @ F.A.(+) 111710 N 111710 1,444.46 TOTAL THIS ESTIMATE 15,360.68 TOTAL PREVIOUS ESTIMATE 16,805.14 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 01/25/11 EST. NO.06 TIME 07:18 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 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 03 MISS PYRL -8,000.00 05 0.00 -10,000.00 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 -10,000.00 -31,214.94 PROGRAM CAS145 PAGE 1 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 07:18 AM ESTIMATE NO. 06 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 01/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 01/25/11 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 9.000 8,100.00 183.000 164,700.00 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 0.224 1,792.00 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 10,500.00 400.000 1,200.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 2.000 8,000.00 2.000 8,000.00 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 0.250 10,000.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 15,930.00 8,380.000 2,262.60 32,935.000 8,892.45 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 18.000 540.00 184.000 5,520.00 15 TEMPORARY PAVEMENT MARKER EA 3.0000 2,580.00 126.000 378.00 488.000 1,464.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.266 4,256.00 17 TEMPORARY RAILING (TYPE K) LF 11.0000 149,600.00 2,140.000 23,540.00 8,840.000 97,240.00 18 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 18.000 3,600.00 145.000 29,000.00 19 ABANDON PIPELINE LF 18.0000 3,600.00 50.000 900.00 20 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,300.00 1,068.000 10,680.00 21 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 38,165.00 4,440.000 3,774.00 10,440.000 8,874.00 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9800 11,956.00 10,048.000 9,847.04 PROGRAM CAS145 PAGE 2 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 07:18 AM ESTIMATE NO. 06 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 01/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 63.000 63.00 932.000 932.00 24 REMOVE ROADSIDE SIGN EA 95.0000 665.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE DIKE LF 0.5500 1,199.00 1,068.000 587.40 26 REMOVE DOWNDRAIN EA 4,400.0000 4,400.00 0.000 0.00 27 REMOVE CONCRETE PAVEMENT CY 40.0000 36,800.00 462.610 18,504.40 28 REMOVE ASPHALT CONCRETE SURFACING CY 25.0000 77,500.00 1,372.340 34,308.50 1,372.340 34,308.50 29 RECONSTRUCT THRIE BEAM BARRIER LF 19.0000 75,240.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 33,300.00 591.100 2,955.50 3,061.240 15,306.20 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 0.650 6,500.00 33 ROADWAY EXCAVATION CY 33.0000 114,510.00 1,946.430 64,232.19 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 42,480.00 590.000 26,550.00 F) 37 STRUCTURE BACKFILL (BRIDGE) CY 81.0000 30,294.00 233.000 18,873.00 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 80.000 3,280.00 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 5,148.720 339,815.52 PROGRAM CAS145 PAGE 3 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 07:18 AM ESTIMATE NO. 06 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 01/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,319.800 3,299.50 53 PLACE HOT MIX ASPHALT SQYD 70.0000 4,130.00 19.500 1,365.00 (MISCELLANEOUS AREA) 54 TACK COAT TON 350.0000 6,300.00 9.520 3,332.00 55 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 185,400.00 554.670 99,840.60 56 SEAL PAVEMENT JOINT LF 3.5000 9,170.00 1,450.000 5,075.00 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 1,807.600 90,380.00 60 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 138,250.00 1,258.000 88,060.00 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.630 63,000.00 62 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 50,750.00 91.000 31,850.00 F) 63 STRUCTURAL CONCRETE, BRIDGE CY 350.0000 560,000.00 982.000 343,700.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 45,000.00 56.700 28,350.00 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 469,000.00 289,759.000 289,759.00 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 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 07:18 AM ESTIMATE NO. 06 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 01/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 73,500.00 962.000 33,670.00 78 TRANSITION RAILING (TYPE WB) EA 31.0000 62.00 1.000 31.00 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 1.000 10.00 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500.00 82 CONCRETE BARRIER (TYPE 60A) LF 101.0000 16,160.00 0.000 0.00 F) 83 CONCRETE BARRIER (TYPE 732) LF 104.0000 36,608.00 176.000 18,304.00 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 0.389 19,450.00 0.389 19,450.00 89 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.549 7,686.00 0.549 7,686.00 PROGRAM CAS145 PAGE 5 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 07:18 AM ESTIMATE NO. 06 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 01/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 114,657.60 2,132,655.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,444.46 16,805.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 116,102.06 2,149,460.64 90 MOBILIZATION LS 464,600.0000 464,600.00 0.950 441,370.00 ORIGINAL CONTRACT AMOUNT 4,527,948.00 TOTAL WORK COMPLETED 116,102.06 2,590,830.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -31,214.94 TOTAL 106,102.06 2,559,615.70 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 03/03/12 166 25 0 0 56% 29% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/11