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 10/24/07 EST. NO.04 TIME 05:23 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 --------------------------------------------------------------------------- 002 0001 537.50 E.W. @ F.A.(+) 092107 N A1 0 0002 950.00 092107 N A2 0 008 0001 4,840.00 E.W. @ F.A.(+) 091107 N A1 0 6,327.50 TOTAL THIS ESTIMATE 189.19 TOTAL PREVIOUS ESTIMATE 6,516.69 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 10/24/07 EST. NO.04 TIME 05:23 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 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:23 AM ESTIMATE NO. 04 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 10/20/07 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/07 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 20.000 50,000.00 85.000 212,500.00 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 0.130 754.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,300.0000 4,600.00 1.000 2,300.00 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 0.500 2,600.00 S) 08 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.130 39,000.00 0.520 156,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,000.0000 42,000.00 0.130 5,460.00 0.520 21,840.00 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 0.000 0.00 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 26,332.340 71,097.32 35,645.030 96,241.58 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 0.300 6,000.00 18 ROADWAY EXCAVATION M3 75.0000 183,750.00 535.300 40,147.50 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 1,072.600 25,742.40 21 ASPHALT CONCRETE (TYPE A) TONN 82.0000 2,771,600.00 5,311.080 435,508.56 22,928.857 1,880,166.27 22 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 96.0000 2,736,000.00 8,943.110 858,538.56 8,943.110 858,538.56 PROGRAM CAS145 PAGE 2 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:23 AM ESTIMATE NO. 04 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 10/20/07 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.200 35.20 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 0.000 0.00 F) 31 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 13,226.00 0.000 0.00 SF) 32 1524 MM CAST-IN-DRILLED-HOLE M 3,200.0000 44,800.00 0.000 0.00 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 0.000 0.00 (LAMINATED WOOD BOX POST) 36 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 6,480.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 49,700.00 0.000 0.00 S) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,400.00 0.000 0.00 S) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 20,610.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 270.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:23 AM ESTIMATE NO. 04 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 10/20/07 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 SIGN ILLUMINATION LS 34,000.0000 34,000.00 0.000 0.00 S) 52 INDUCTIVE LOOP DETECTOR LS 28,000.0000 28,000.00 0.000 0.00 S) 53 TRAFFIC MONITORING STATION LS 45,000.0000 45,000.00 0.150 6,750.00 S) 54 MODIFY LIGHTING LS 16,000.0000 16,000.00 0.400 6,400.00 0.400 6,400.00 S) PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-459404 TIME 05:23 AM ESTIMATE NO. 04 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 10/20/07 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,540,229.54 3,845,034.16 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,327.50 6,516.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,546,557.04 3,851,550.85 55 MOBILIZATION LS 424,000.0000 424,000.00 0.950 402,800.00 ORIGINAL CONTRACT AMOUNT 9,305,686.00 TOTAL WORK COMPLETED 1,546,557.04 4,254,350.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,546,557.04 4,254,350.85 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 01/18/08 85 4 0 0 45% 57% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 24 DATE 10/24/07