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 02/23/09 EST. NO.07 TIME 10:12 AM 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 --------------------------------------------------------------------------- 003 0004 5,265.72 E.W. @ U.P (+) 013009 N 0004 0 5,265.72 TOTAL THIS ESTIMATE 117,144.57 TOTAL PREVIOUS ESTIMATE 122,410.29 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 02/23/09 EST. NO.07 TIME 10:12 AM 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 0.00 -5,440.80 TOTAL DEDUCTIONS 0.00 -5,440.80 PROGRAM CAS145 PAGE 1 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 10:12 AM ESTIMATE NO. 07 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 02/20/09 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 02/23/09 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 1.000 3,767.14 02 PREPARE STORM WATER POLLUTION LS 2,860.3600 2,860.36 0.900 2,574.32 S) PREVENTION PLAN 03 TEMPORARY FIBER ROLL LF 4.1800 10,032.00 1,300.000 5,434.00 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 1.000 6,000.75 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 0.900 6,060.76 S) 10 TRAFFIC CONTROL SYSTEM LS 116,479.6500 116,479.65 1.000 116,479.65 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,002.0200 16,002.02 1.000 16,002.02 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 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 2.000 314.00 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 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 PROGRAM CAS145 PAGE 2 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 10:12 AM ESTIMATE NO. 07 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 02/20/09 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 8,940.80 24 ROADWAY EXCAVATION CY 82.5500 20,637.50 482.590 39,837.80 25 HIGHWAY PLANTING LS 14,455.1400 14,455.14 1.000 14,455.14 S) 26 EROSION CONTROL (TYPE D) SQYD 3.1300 4,100.30 2,100.000 6,573.00 S) 27 PLANT ESTABLISHMENT WORK LS 16,196.6900 16,196.69 0.084 1,360.52 0.204 3,304.12 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 34,061.40 299.300 56,636.54 30 ASPHALT CONCRETE TON 199.3900 83,743.80 14.020 2,795.45 612.440 122,114.41 31 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 30.4800 29,565.60 30.000 914.40 1,630.880 49,709.22 AREA) 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.2700 1,143.00 150.000 190.50 1,415.000 1,797.05 33 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.2700 14,732.00 564.000 716.28 12,587.000 15,985.49 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 53.000 3,172.58 139.000 8,320.54 40 OBJECT MARKER (TYPE P) EA 106.5100 2,023.69 1.000 106.51 17.000 1,810.67 41 OBJECT MARKER (TYPE R) EA 134.6400 269.28 0.000 0.00 42 METAL BEAM GUARD RAILING (STEEL POST) LF 19.9100 330,506.00 325.000 6,470.75 15,063.000 299,904.33 43 METAL BEAM GUARD RAILING LF 23.7800 97,498.00 425.000 10,106.50 4,812.500 114,441.25 (7 FOOT STEEL POST) 44 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 30.6900 47,262.60 1,537.500 47,185.88 45 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 46.3800 26,436.60 525.000 24,349.50 46 CONCRETE BARRIER (TYPE 50 MODIFIED) LF 255.5400 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 48 END ANCHOR ASSEMBLY (TYPE SFT) EA 564.2500 12,413.50 2.000 1,128.50 23.000 12,977.75 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,740.2500 21,922.00 5.000 13,701.25 PROGRAM CAS145 PAGE 3 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 10:12 AM ESTIMATE NO. 07 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 02/20/09 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 24,192.36 51 ALTERNATIVE CRASH CUSHION SYSTEM EA 24,046.0500 48,092.10 1.000 24,046.05 1.000 24,046.05 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 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4504 TIME 10:12 AM ESTIMATE NO. 07 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 02/20/09 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 51,165.04 1,267,256.36 ADJUSTMENT OF COMPENSATION 0.00 20,025.68 EXTRA WORK 5,265.72 102,384.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 56,430.76 1,389,666.65 54 MOBILIZATION LS 42,857.0500 42,857.05 1.000 42,857.05 ORIGINAL CONTRACT AMOUNT 1,353,677.67 TOTAL WORK COMPLETED 56,430.76 1,432,523.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,440.80 TOTAL 56,430.76 1,427,082.90 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 04/19/10 106 47 49 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY DAVID BALLENTINE, R.E. RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 02/23/09