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 12/19/08 EST. NO.05 TIME 02:40 PM R.E. NAME: DAVID BALLENTINE, R.E. 05-0L4504 --------------------------------------------------------------------------- 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 0001 1,017.03 E.W. @ F.A.(+) 090808 N 3474 0 002 0003 1,018.50 E.W. @ F.A.(+) 101608 N 3492-1 0004 1,107.75 101508 N 3493-1 0005 325.08 102008 N 102008 0006 840.00 102008 N 102082 0007 2,830.36 102008 N 102081 0008 295.25 101708 N 101708 0009 688.81 102008 N 102082 8,122.78 TOTAL THIS ESTIMATE 6,316.16 TOTAL PREVIOUS ESTIMATE 14,438.94 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 12/19/08 EST. NO.05 TIME 02:40 PM R.E. NAME: DAVID BALLENTINE, R.E. 05-0L4504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 03 RELEASE EST #3 10,000.00 04 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 023 -2,127.35 03 OVERBID ITEM NO. 023 -3,313.45 05 -3,313.45 -5,440.80 TOTAL DEDUCTIONS -3,313.45 -5,440.80 PROGRAM CAS145 PAGE 1 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 02:40 PM ESTIMATE NO. 05 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/19/08 LOCATION PROGRESS ESTIMATE 05-SB-101-25.2/65.1 ----------------- C AND W CONSTRUCTION IN SANTA BARBARA COUNTY AT VARIOUS SPECIALTIES INC LOCATIONS FROM 0.4 MILE NORTH OF 2419 PALMA DRIVE STORKE ROAD OVERCROSSING TO 2.4 VENTURA CA 93003 MILES NORTH OF ROUTE 154/101 SEPARATION FED. AID NO. ACST-Q101(137)E ,PHG-Q101(137)E INSTALL METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 3,767.1400 3,767.14 0.220 828.77 0.950 3,578.78 02 PREPARE STORM WATER POLLUTION LS 2,860.3600 2,860.36 0.090 257.43 0.880 2,517.12 S) PREVENTION PLAN 03 TEMPORARY FIBER ROLL LF 4.1800 10,032.00 700.000 2,926.00 04 TEMPORARY GRAVEL BAG BERM LF 6.2700 1,881.00 307.500 1,928.03 05 TEMPORARY CONSTRUCTION ENTRANCE EA 4,760.6000 9,521.20 2.000 9,521.20 06 TEMPORARY CHECK DAM LF 13.3400 133.40 0.000 0.00 07 STREET SWEEPING LS 6,000.7500 6,000.75 0.220 1,320.17 0.950 5,700.71 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.2500 2,000.25 0.000 0.00 09 CONSTRUCTION AREA SIGNS LS 6,734.1800 6,734.18 0.110 740.76 0.880 5,926.08 S) 10 TRAFFIC CONTROL SYSTEM LS 116,479.6500 116,479.65 0.220 25,625.52 0.950 110,655.67 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,002.0200 16,002.02 0.220 3,520.44 0.950 15,201.92 S) 12 REMOVE CHAIN LINK FENCE LF 2.5800 1,831.80 704.000 1,816.32 13 REMOVE ROADSIDE SIGN EA 157.0000 157.00 1.000 157.00 1.000 157.00 14 REMOVE ASPHALT CONCRETE SQFT 5.7200 44,673.20 8,095.060 46,303.74 15 REMOVE ASPHALT CONCRETE DIKE LF 3.8100 48,768.00 11,958.000 45,559.98 16 REMOVE HEADWALL EA 3,098.8000 3,098.80 1.000 3,098.80 17 RESET ROADSIDE SIGN EA 157.0000 314.00 1.000 157.00 1.000 157.00 18 RELOCATE ROADSIDE SIGN EA 190.4100 1,332.87 6.000 1,142.46 19 ADJUST INLET EA 4,508.5000 4,508.50 1.000 4,508.50 1.000 4,508.50 20 REMOVE CONCRETE ISLAND SQFT 19.0500 4,762.50 246.000 4,686.30 21 REMOVE CONCRETE (CURB AND GUTTER) LF 19.0500 21,526.50 885.000 16,859.25 22 REMOVE CRASH CUSHION (SAND FILLED) EA 1,498.5400 1,498.54 1.000 1,498.54 1.000 1,498.54 PROGRAM CAS145 PAGE 2 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 02:40 PM ESTIMATE NO. 05 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLEARING AND GRUBBING LS 8,940.8000 8,940.80 0.609 5,444.95 1.000 8,940.80 24 ROADWAY EXCAVATION CY 82.5500 20,637.50 348.590 28,776.10 25 HIGHWAY PLANTING LS 14,455.1400 14,455.14 0.500 7,227.57 1.000 14,455.14 S) 26 EROSION CONTROL (TYPE D) SQYD 3.1300 4,100.30 0.000 0.00 S) 27 PLANT ESTABLISHMENT WORK LS 16,196.6900 16,196.69 0.048 777.44 0.048 777.44 S) 28 IRRIGATION SYSTEM LS 9,627.8700 9,627.87 1.000 9,627.87 S) 29 CLASS 2 AGGREGATE BASE CY 189.2300 34,061.40 241.100 45,623.35 30 ASPHALT CONCRETE TON 199.3900 83,743.80 546.170 108,900.84 31 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 30.4800 29,565.60 1,338.180 40,787.73 AREA) 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.2700 1,143.00 1,265.000 1,606.55 33 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.2700 14,732.00 12,023.000 15,269.21 34 24" REINFORCED CONCRETE PIPE LF 715.0700 12,156.19 16.500 11,798.66 35 24" CONCRETE FLARED END SECTION EA 698.5000 698.50 1.000 698.50 36 PRECAST CONCRETE PIPE INLET LF 1,264.9200 5,059.68 4.000 5,059.68 (TYPE OCP) 37 MINOR CONCRETE (MISCELLANEOUS CY 1,905.0000 49,530.00 25.000 47,625.00 CONSTRUCTION) 38 MISCELLANEOUS IRON AND STEEL LB 12.7000 1,422.40 112.000 1,422.40 SF) 39 DELINEATOR (CLASS 1) EA 59.8600 6,584.60 70.000 4,190.20 40 OBJECT MARKER (TYPE P) EA 106.5100 2,023.69 16.000 1,704.16 41 OBJECT MARKER (TYPE R) EA 134.6400 269.28 0.000 0.00 42 METAL BEAM GUARD RAILING (STEEL POST) LF 19.9100 330,506.00 14,738.000 293,433.58 43 METAL BEAM GUARD RAILING LF 23.7800 97,498.00 4,087.500 97,200.75 (7 FOOT STEEL POST) 44 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 30.6900 47,262.60 1,537.500 47,185.88 1,537.500 47,185.88 45 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 46.3800 26,436.60 525.000 24,349.50 525.000 24,349.50 46 CONCRETE BARRIER (TYPE 50 MODIFIED) LF 255.5400 3,322.02 13.000 3,322.02 13.000 3,322.02 47 TRANSITION RAILING (TYPE DTB) EA 3,706.3200 3,706.32 1.000 3,706.32 1.000 3,706.32 48 END ANCHOR ASSEMBLY (TYPE SFT) EA 564.2500 12,413.50 1.000 564.25 19.000 10,720.75 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,740.2500 21,922.00 5.000 13,701.25 PROGRAM CAS145 PAGE 3 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 02:40 PM ESTIMATE NO. 05 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,016.0300 22,176.33 11.000 22,176.33 51 ALTERNATIVE CRASH CUSHION SYSTEM EA 24,046.0500 48,092.10 0.000 0.00 S) 52 CONCRETE BARRIER (TYPE 60, LF 110.0800 72,652.80 0.000 0.00 ARCHITECTURAL TREATMENT, TYPE 1) 53 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.2500 2,000.25 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 02:40 PM ESTIMATE NO. 05 BID OPENING 05/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 131,192.06 1,146,803.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,122.78 14,438.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 139,314.84 1,161,242.35 54 MOBILIZATION LS 42,857.0500 42,857.05 1.000 42,857.05 ORIGINAL CONTRACT AMOUNT 1,353,677.67 TOTAL WORK COMPLETED 139,314.84 1,204,099.40 MATERIALS ON HAND ON SITE 18,920.22 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,313.45 -5,440.80 TOTAL 136,001.39 1,217,578.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 023 CLEARING AND GRUBBING 3,500.00 8,940.80 5,440.80 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 06/24/08 345 07/09/08 07/09/08 01/07/10 85 28 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY DAVID BALLENTINE, R.E. RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 12/19/08