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 05/22/08 EST. NO.10 TIME 05:10 AM R.E. NAME: SHELLEY MAGGARD 06-459404 --------------------------------------------------------------------------- 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 0006 1,116.64 E.W. @ F.A.(+) 103107 N SSS#10 005 0001 51,825.73 A.C. @ U.P.(+) 051608 N 0001 0 52,942.37 TOTAL THIS ESTIMATE 14,298.91 TOTAL PREVIOUS ESTIMATE 67,241.28 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 05/22/08 EST. NO.10 TIME 05:10 AM R.E. NAME: SHELLEY MAGGARD 06-459404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:10 AM ESTIMATE NO. 10 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/22/08 LOCATION PROGRESS ESTIMATE 06-TUL-99-34.0/42.0 ----------------- W JAXON BAKER IN TULARE COUNTY IN AND NEAR PO BOX 994248 VISALIA FROM 0.2 KM NORTH TO TAGUS REDDING CA 96099-4248 AVENUE OVERCROSSING TO 2.1 KM NORTH OF BETTY DRIVE OVERCROSSING FED. AID NO. ACNH-P099(507)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 375,000.00 92.000 230,000.00 03 PREPARE STORM WATER POLLUTION LS 1,800.0000 1,800.00 0.750 1,350.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 5,800.0000 5,800.00 0.260 1,508.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,300.0000 4,600.00 1.000 2,300.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 9,000.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 5,200.0000 5,200.00 0.125 650.00 0.625 3,250.00 S) 08 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.650 195,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,000.0000 42,000.00 0.650 27,300.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 38.0000 11,780.00 0.000 0.00 S) 11 REMOVE ROADSIDE SIGN EA 200.0000 2,800.00 4.000 800.00 12 REMOVE SIGN PANEL EA 700.0000 6,300.00 0.000 0.00 13 REMOVE CONCRETE PAVEMENT M3 280.0000 420,000.00 1,294.040 362,331.20 14 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 2,280.00 0.000 0.00 S) 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.7000 255,150.00 6,820.351 18,414.95 42,465.381 114,656.53 S) 16 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 3,000.00 0.000 0.00 S) 17 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.300 6,000.00 18 ROADWAY EXCAVATION M3 75.0000 183,750.00 2,207.930 165,594.75 19 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 20 IMPORTED MATERIAL (SHOULDER BACKING) TONN 24.0000 372,000.00 1,072.600 25,742.40 21 ASPHALT CONCRETE (TYPE A) TONN 82.0000 2,771,600.00 862.360 70,713.52 23,791.217 1,950,879.79 22 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 96.0000 2,736,000.00 8,943.110 858,538.56 PROGRAM CAS145 PAGE 2 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:10 AM ESTIMATE NO. 10 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 13,300.00 0.000 0.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 7,665.00 0.000 0.00 25 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 2,590.00 0.000 0.00 26 SHOULDER RUMBLE STRIP M 0.9000 39,150.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 27 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 160.00 64.690 64.69 28 REPLACE CONCRETE PAVEMENT M3 785.0000 573,050.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 29 CRACK EXISTING CONCRETE PAVEMENT M2 0.8500 83,045.00 46,012.600 39,110.71 30 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 155,600.00 15,560.000 155,600.00 F) 31 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 13,226.00 15,560.000 13,226.00 SF) 32 1524 MM CAST-IN-DRILLED-HOLE M 3,200.0000 44,800.00 14.000 44,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 33 ROADSIDE SIGN - ONE POST EA 290.0000 1,740.00 0.000 0.00 34 INSTALL SIGN PANEL ON EXISTING FRAME EA 700.0000 6,300.00 0.000 0.00 35 INSTALL ROADSIDE SIGN EA 1,800.0000 10,800.00 4.000 7,200.00 (LAMINATED WOOD BOX POST) 36 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 6,480.00 7.620 914.40 S) 37 DOUBLE METAL BEAM GUARD RAILING M 135.0000 66,150.00 0.000 0.00 S) (STEEL POST) 38 TRANSITION RAILING (TYPE STB) EA 4,000.0000 4,000.00 0.000 0.00 S) 39 TRANSITION RAILING (TYPE WB) EA 3,900.0000 70,200.00 0.000 0.00 S) 40 RAIL TENSIONING ASSEMBLY EA 700.0000 4,200.00 0.000 0.00 S) 41 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 1.000 800.00 S) 42 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 7,200.00 0.000 0.00 S) 43 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 S) 44 CRASH CUSHION, SAND FILLED EA 4,300.0000 25,800.00 0.000 0.00 S) 45 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 2,200.00 24.515 2,451.50 S) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 49,700.00 23,806.000 23,806.00 S) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,400.00 683.000 1,366.00 S) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 20,610.00 10,108.000 9,097.20 S) (BROKEN 10.98 M - 3.66 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 270.00 131.000 117.90 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 3 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:10 AM ESTIMATE NO. 10 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,190.00 1,839.000 5,517.00 S) 51 SIGN ILLUMINATION LS 34,000.0000 34,000.00 0.950 32,300.00 S) 52 INDUCTIVE LOOP DETECTOR LS 28,000.0000 28,000.00 0.700 19,600.00 S) 53 TRAFFIC MONITORING STATION LS 45,000.0000 45,000.00 0.800 36,000.00 S) 54 MODIFY LIGHTING LS 16,000.0000 16,000.00 0.950 15,200.00 S) PROGRAM CAS145 PAGE 4 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:10 AM ESTIMATE NO. 10 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 89,778.47 4,356,172.63 ADJUSTMENT OF COMPENSATION 51,825.73 51,825.73 EXTRA WORK 1,116.64 15,415.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 142,720.84 4,423,413.91 55 MOBILIZATION LS 424,000.0000 424,000.00 0.950 402,800.00 ORIGINAL CONTRACT AMOUNT 9,305,686.00 TOTAL WORK COMPLETED 142,720.84 4,826,213.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 142,720.84 4,826,213.91 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 05/25/07 150 06/18/07 06/18/07 06/13/08 91 140 0 0 52% 61% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 21 DATE 05/22/08