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 04/21/11 EST. NO.01 TIME 09:41 AM R.E. NAME: SHELLEY MAGGARD 06-0K8904 --------------------------------------------------------------------------- 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 04/21/11 EST. NO.01 TIME 09:41 AM R.E. NAME: SHELLEY MAGGARD 06-0K8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 09:41 AM ESTIMATE NO. 01 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/21/11 LOCATION PROGRESS ESTIMATE 06-KER-5-36.1/54.2 ----------------- GRIFFITH COMPANY IN KERN COUNTY NEAR BAKERSFIELD 1128 CARRIER PARKWAY AVE. FROM 0.1 MILE SOUTH OF BUENA VISTA BAKERSFIELD CA, 93308 CANAL ROAD OVERCROSSING TO 2.4 MILES SOUTH OF 7TH STANDARD ROAD OVERCROSSING FED. AID NO. IM-SARR(A00) 54 REPLACE CONCRETE PANEL ------------------------------------------------------------------------------------------------------------------------------------ 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 23,750.0000 23,750.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 330,000.0000 330,000.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.0000 51,200.00 6,132.000 24,528.00 6,132.000 24,528.00 04 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.110 550.00 0.110 550.00 05 PREPARE STORM WATER POLLUTION LS 2,400.0000 2,400.00 0.540 1,296.00 0.540 1,296.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE LF 4.5000 1,350.00 0.000 0.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 77,000.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 31,875.00 0.000 0.00 09 STREET SWEEPING LS 57,000.0000 57,000.00 0.000 0.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 51,500.0000 51,500.00 0.120 6,180.00 0.120 6,180.00 11 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 21,500.0000 21,500.00 0.200 4,300.00 0.200 4,300.00 13 TRAFFIC CONTROL SYSTEM LS 146,528.0000 146,528.00 0.110 16,118.08 0.110 16,118.08 14 TYPE III BARRICADE EA 76.0000 2,432.00 0.000 0.00 15 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 67,320.00 0.000 0.00 16 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 18,250.00 0.000 0.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 121,500.0000 121,500.00 0.110 13,365.00 0.110 13,365.00 18 TEMPORARY RAILING (TYPE K) LF 5.0000 600,000.00 0.000 0.00 19 TEMPORARY CRASH CUSHION MODULE EA 172.0000 51,600.00 0.000 0.00 20 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 15,600.0000 15,600.00 0.110 1,716.00 0.110 1,716.00 21 REMOVE SURVEY MONUMENT EA 197.0000 5,516.00 0.000 0.00 22 REMOVE FLARED END SECTION EA 545.0000 10,900.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 09:41 AM ESTIMATE NO. 01 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 79,200.00 0.000 0.00 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 9,180.00 0.000 0.00 25 REMOVE PAVEMENT MARKER EA 0.5100 8,976.00 0.000 0.00 26 REMOVE ASPHALT CONCRETE DIKE LF 0.5300 6,201.00 0.000 0.00 27 REMOVE DOWNDRAIN LF 15.2500 4,270.00 0.000 0.00 28 RECONSTRUCT METAL BEAM GUARD RAILING LF 18.2500 25,185.00 0.000 0.00 (STEEL POST) 29 RECONSTRUCT DOUBLE METAL BEAM LF 23.7000 19,908.00 0.000 0.00 GUARD RAILING (STEEL POST) 30 RECONSTRUCT TERMINAL SYSTEM (SRT) EA 1,500.0000 19,500.00 0.000 0.00 31 CLEARING AND GRUBBING LS 14,200.0000 14,200.00 0.100 1,420.00 0.100 1,420.00 32 DEVELOP WATER SUPPLY LS 40,500.0000 40,500.00 0.120 4,860.00 0.120 4,860.00 33 ROADWAY EXCAVATION CY 11.1500 2,865,550.00 0.000 0.00 34 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 35 IMPORTED MATERIAL (SHOULDER BACKING) TON 13.2500 148,400.00 0.000 0.00 36 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 220.0000 3,080.00 0.000 0.00 37 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,800.0000 109,200.00 0.000 0.00 38 CLASS 2 AGGREGATE SUBBASE CY 16.2000 1,462,860.00 0.000 0.00 39 CLASS 2 AGGREGATE BASE CY 19.7000 750,570.00 0.000 0.00 40 REPLACE ASPHALT CONCRETE SURFACING CY 208.0000 4,992.00 0.000 0.00 41 HOT MIX ASPHALT TON 51.5000 7,416,000.00 0.000 0.00 42 RUMBLE STRIP STA 5.8000 6,496.00 0.000 0.00 43 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 750.00 0.000 0.00 44 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 10,500.00 0.000 0.00 45 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 520.00 0.000 0.00 46 PLACE HOT MIX ASPHALT SQYD 55.4500 12,199.00 0.000 0.00 (MISCELLANEOUS AREA) 47 TACK COAT TON 440.0000 37,400.00 0.000 0.00 48 CONTINUOUSLY REINFORCED CONCRETE CY 152.6500 9,235,325.00 0.000 0.00 PAVEMENT 49 CONTINUOUSLY REINFORCED CONCRETE LF 35.2500 4,230.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE D) PROGRAM CAS145 PAGE 3 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 09:41 AM ESTIMATE NO. 01 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CONTINUOUSLY REINFORCED CONCRETE LF 40.2700 8,054.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 51 CONTINUOUSLY REINFORCED CONCRETE LF 201.3800 80,552.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 52 CONTINUOUSLY REINFORCED CONCRETE LF 125.0000 38,750.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE AN) 53 CONTINUOUSLY REINFORCED CONCRETE LF 201.0000 16,884.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 54 SHOULDER RUMBLE STRIP STA 5.0000 5,600.00 0.000 0.00 (CONCRETE PAVEMENT, ROLLED-IN INDENTATIONS) 55 REPLACE CONCRETE PAVEMENT CY 251.0000 1,009,020.00 272.552 68,410.55 272.552 68,410.55 (RAPID STRENGTH CONCRETE) 56 SEAL LONGITUDINAL ISOLATION JOINT LF 1.4500 324,800.00 0.000 0.00 57 DOWEL BAR (DRILL AND BOND) EA 13.1000 40,610.00 496.000 6,497.60 496.000 6,497.60 58 GRIND EXISTING CONCRETE SQYD 3.6700 546,830.00 35,200.000 129,184.00 35,200.000 129,184.00 PAVEMENT 59 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 23.0000 6,440.00 0.000 0.00 60 12" ENTRANCE TAPER EA 319.0000 3,828.00 0.000 0.00 61 12" DOWNDRAIN SLIP JOINT EA 562.0000 2,248.00 0.000 0.00 62 12" ANCHOR ASSEMBLY EA 112.0000 1,344.00 0.000 0.00 63 12" STEEL FLARED END SECTION EA 59.0000 708.00 0.000 0.00 64 24" CONCRETE FLARED END SECTION EA 685.0000 14,385.00 0.000 0.00 65 30" CONCRETE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 66 DELINEATOR (CLASS 1) EA 40.0000 3,200.00 0.000 0.00 67 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 11,100.00 0.000 0.00 (STEEL POST) 68 TRANSITION RAILING (TYPE WB) EA 2,370.0000 21,330.00 0.000 0.00 69 RAIL TENSIONING ASSEMBLY EA 563.0000 10,134.00 0.000 0.00 70 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 21,080.00 0.000 0.00 71 ALTERNATIVE CRASH CUSHION SYSTEM EA 4,996.0000 89,928.00 0.000 0.00 72 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 70,800.00 0.000 0.00 73 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,150.00 0.000 0.00 74 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 700.00 0.000 0.00 75 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 21,600.00 0.000 0.00 (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 09:41 AM ESTIMATE NO. 01 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 270.00 0.000 0.00 (BROKEN 17-7) 77 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 17,850.00 0.000 0.00 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2200 12,139.00 0.000 0.00 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 26,000.00 0.000 0.00 80 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 9,000.0000 9,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 81 MODIFY ROADSIDE WEATHER INFORMATION LS 16,000.0000 16,000.00 0.000 0.00 SYSTEM 82 MODIFY TRAFFIC MONITORING STATION LS 70,000.0000 70,000.00 0.000 0.00 83 CLOSED CIRCUIT TELEVISION SYSTEM LS 44,700.0000 44,700.00 0.000 0.00 84 REPLACE CONDUIT CROSSINGS LS 64,000.0000 64,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 09:41 AM ESTIMATE NO. 01 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 278,425.23 278,425.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 278,425.23 278,425.23 85 MOBILIZATION LS 3770,122.0000 3,770,122.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 30,378,869.00 TOTAL WORK COMPLETED 278,425.23 278,425.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 278,425.23 278,425.23 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 085 MOBILIZATION 3,037,886.90 3,770,122.00 732,235.10 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 12/30/10 173 02/23/11 02/23/11 11/01/11 38 1 0 0 1% 22% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/11