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 09/23/04 EST. NO.12 TIME 04:43 PM R.E. NAME: COX, RUSSELL 03-1A8904 --------------------------------------------------------------------------- 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 09/23/04 EST. NO.12 TIME 04:43 PM R.E. NAME: COX, RUSSELL 03-1A8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OUT OF SPEC ON SF -301.82 04 0.00 -301.82 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 CORRECTED PAYROLLS 10,000.00 06 PER LTR DATED 04/04 -10,000.00 07 PER LTR DATED 05/04 -10,000.00 08 PER LTR DATED 06/04 -10,000.00 09 PER LTR DATED 07/04 -10,000.00 10 RELEASE 4/04 DEDUCT 10,000.00 11 RELEASE 5/04 DEDUCT 10,000.00 11 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,301.82 PROGRAM CAS145 PAGE 1 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 04:43 PM ESTIMATE NO. 12 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: COX, RUSSELL DATE OF THIS ESTIMATE 09/23/04 LOCATION PROGRESS ESTIMATE 03-YOL-80-0.0/0.4 ----------------- BAUMAN LANDSCAPE INC IN YOLO COUNTY AT VARIOUS LOCATIONS 115 BROOKSIDE DRIVE RICHMOND CA 94801 FED. AID NO. ACIM-X113(27)E REHABILITATION EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.320 4,800.00 0.800 12,000.00 03 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.050 450.00 0.798 7,182.00 S) 04 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.070 5,250.00 0.800 60,000.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 19,200.0000 19,200.00 0.070 1,344.00 0.800 15,360.00 S) 06 TEMPORARY RAILING (TYPE K) M 61.0000 99,430.00 42.700 2,604.70 676.700 41,278.70 S) 07 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 14.000 2,800.00 98.000 19,600.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 80.0000 2,480.00 0.000 0.00 09 REMOVE ROADSIDE SIGN EA 80.0000 1,360.00 0.000 0.00 10 REMOVE ASPHALT CONCRETE DIKE M 5.0000 10,000.00 1,819.800 9,099.00 11 REMOVE DOWNDRAIN M 100.0000 3,900.00 0.000 0.00 12 REMOVE CONCRETE PAVEMENT M2 25.0000 38,250.00 1,398.780 34,969.50 13 RECONSTRUCT CHAIN LINK FENCE M 30.0000 180.00 0.000 0.00 14 RECONSTRUCT THRIE BEAM BARRIER M 75.0000 16,500.00 0.000 0.00 15 RECONSTRUCT METAL BEAM GUARD RAILING M 69.0000 17,940.00 0.000 0.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 23,800.00 1,639.100 27,864.70 S) (25 MM MAXIMUM) 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 36,040.00 9,583.300 38,333.20 S) (45 MM MAXIMUM) 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 8,580.00 345.000 4,485.00 S) (50 MM MAXIMUM) 19 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 8,480.00 0.000 0.00 S) (63 MM MAXIMUM) 20 BRIDGE REMOVAL (PORTION) LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 21 ROADWAY EXCAVATION M3 56.0000 113,120.00 115.520 6,469.12 1,617.140 90,559.84 22 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 7,500.00 50.000 7,500.00 50.000 7,500.00 F) PROGRAM CAS145 PAGE 2 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 04:43 PM ESTIMATE NO. 12 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: COX, RUSSELL DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 5,550.00 37.000 5,550.00 37.000 5,550.00 F) 24 IMPORTED MATERIAL (SHOULDER BACKING) M3 60.0000 8,400.00 0.000 0.00 25 STRAW (EROSION CONTROL) TONN 3,500.0000 17,500.00 0.000 0.00 S) 26 FIBER (EROSION CONTROL) KG 4.0000 5,120.00 0.000 0.00 S) 27 COMPOST (EROSION CONTROL) KG 1.7500 8,960.00 0.000 0.00 S) 28 STABILIZING EMULSION KG 10.0000 1,600.00 0.000 0.00 29 CLASS 2 AGGREGATE BASE M3 80.0000 118,400.00 3.060 244.80 1,139.420 91,153.60 30 ASPHALT CONCRETE (TYPE A) TONN 73.0000 545,310.00 32.800 2,394.40 5,914.449 431,754.78 31 ASPHALT CONCRETE (OPEN GRADED) TONN 93.0000 220,410.00 0.000 0.00 32 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 108.0000 81,000.00 0.000 0.00 MAXIMUM GRADING) 33 PAVEMENT REINFORCING FABRIC M2 1.5000 42,150.00 7,955.000 11,932.50 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 90.0000 3,240.00 0.000 0.00 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 225.00 0.000 0.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 17,600.00 0.000 0.00 37 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,000.00 0.000 0.00 38 RUMBLE STRIP (GROUND-IN) M 3.0000 12,570.00 0.000 0.00 39 CRACK EXISTING CONCRETE PAVEMENT M2 0.6500 11,505.00 16,896.950 10,983.02 40 GRIND EXISTING CONCRETE M2 5.0000 3,300.00 0.000 0.00 S) PAVEMENT 41 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 22,500.00 0.000 0.00 F) 42 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 325,600.00 74.000 81,400.00 199.280 219,208.00 (TYPE R) 43 PAVING NOTCH EXTENSION M3 5,500.0000 49,500.00 2.524 13,882.00 6.000 33,000.00 44 DRILL AND BOND DOWEL M 150.0000 900.00 6.000 900.00 6.000 900.00 45 JOINT SEAL (MR 30 MM) M 225.0000 13,725.00 0.000 0.00 S) 46 JOINT SEAL (MR 15 MM) M 225.0000 10,575.00 0.000 0.00 S) 47 JOINT SEAL (MR 40 MM) M 125.0000 1,875.00 0.000 0.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 2,610.00 214.140 642.42 566.140 1,698.42 SF) 49 ROADSIDE SIGN - ONE POST EA 300.0000 4,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 04:43 PM ESTIMATE NO. 12 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: COX, RUSSELL DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADSIDE SIGN - TWO POST EA 770.0000 1,540.00 0.000 0.00 51 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0.00 METHOD) 52 INSTALL SIGN PANEL ON EXISTING FRAME M2 300.0000 17,100.00 56.680 17,004.00 53 GEOCOMPOSITE DRAIN M2 75.0000 1,575.00 0.000 0.00 54 300 MM ENTRANCE TAPER EA 2,500.0000 30,000.00 0.000 0.00 55 300 MM DOWNDRAIN SLIP JOINT EA 500.0000 6,000.00 0.000 0.00 56 MINOR CONCRETE (TEXTURED PAVING) M2 73.0000 73,000.00 543.400 39,668.20 57 DELINEATOR (CLASS 1) EA 37.0000 2,368.00 0.000 0.00 58 HIGHWAY POST MARKER EA 40.0000 120.00 0.000 0.00 59 OBJECT MARKER (TYPE L-1) EA 40.0000 200.00 0.000 0.00 60 METAL BEAM GUARD RAILING M 115.0000 3,565.00 0.000 0.00 S) 61 BARRIER RAIL (TYPE 9) M 900.0000 8,100.00 0.000 0.00 F) 62 TERMINAL SECTION (TYPE B) EA 90.0000 900.00 0.000 0.00 S) 63 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 6,900.00 0.000 0.00 S) 64 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 0.000 0.00 S) 65 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 2,000.0000 4,000.00 0.000 0.00 S) 66 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 0.000 0.00 S) 67 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 0.000 0.00 S) 68 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,620.00 0.000 0.00 S) 69 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 4,194.00 0.000 0.00 S) (SPRAYABLE) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 4,698.00 0.000 0.00 S) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 1,496.00 0.000 0.00 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 3,240.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 192.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 74 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 857.50 0.000 0.00 S) 75 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.7500 26.25 0.000 0.00 S) TYPE C) 76 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 2,887.50 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 04:43 PM ESTIMATE NO. 12 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: COX, RUSSELL DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TRAFFIC MONITORING STATION LS 101,287.0000 101,287.00 0.350 35,450.45 0.850 86,093.95 78 MODIFY LIGHTING LS 140,940.0000 140,940.00 0.370 52,147.80 0.850 119,799.00 79 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 04:43 PM ESTIMATE NO. 12 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: COX, RUSSELL DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 227,829.69 1,444,727.41 ADJUSTMENT OF COMPENSATION 0.00 174,823.85 EXTRA WORK 0.00 11,687.88 SUBTOTAL AMOUNT EARNED 227,829.69 1,631,239.14 ORIGINAL CONTRACT AMOUNT 2,515,891.25 TOTAL WORK COMPLETED 227,829.69 1,631,239.14 MATERIALS ON HAND ON SITE 17,409.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,301.82 TOTAL 227,829.69 1,628,346.78 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 12/23/02 120 06/25/03 04/22/03 11/17/04 66 287 0 0 59% 55% PROGRESS IS SATISFACTORY COX, RUSSELL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/04