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 01/05/06 EST. NO.21 TIME 01:25 PM R.E. NAME: DONGO, JOSEPH 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 --------------------------------------------------------------------------- 001 0064 373.88 E.W. @ F.A.(+) 100605 N 100605 014 0001-1 29,036.00 A.C. @ L.S.(-) 071105 N 0001 0 DAO CORRECTING ENTRY 0001-2 -29,036.00 071105 N 0001 0 DAO CORRECTING ENTRY 0002 454.91 E.W. @ F.A.(+) 110405 N 110405 0002-1 -454.91 110405 N 110405 DAO CORRECTING ENTRY 0002-2 302.55 110405 N 110405 DAO CORRECTING ENTRY 0003 3,612.41 110605 N 110605 0003-1 -3,612.41 110605 N 110605 DAO CORRECTING ENTRY 0003-2 3,309.76 110605 N 110605 DAO CORRECTING ENTRY 0004 1,010.83 110605 N 1106B0 0005 845.24 110605 N 5 0 0005-1 -845.24 110605 N 5 0 DAO CORRECTING ENTRY 0005-2 806.51 110605 N 5 0 DAO CORRECTING ENTRY 0006 820.82 102005 N 6 0 0006-1 -820.82 102005 N 6 0 DAO CORRECTING ENTRY 0006-2 761.88 102005 N 6 0 DAO CORRECTING ENTRY 015 0001 104,730.05 A.C. @ L.S.(+) 111805 N 1 0 016 0002 727.70 E.W. @ F.A.(+) 101105 N 0002 0 0003 5,208.58 092905 N 3 0 0003-1 -5,208.58 092905 N 3 0 DAO CORRECTING ENTRY 0003-2 5,155.75 092905 N 3 0 DAO CORRECTING ENTRY 022 0001 590.81 A.C. @ F.A.(+) 092805 N 1 0 0002 3,031.67 092805 N 2 0 024 0001 -12,971.00 A.C. @ L.S.(-) 101105 N 0001 0 107,830.39 TOTAL THIS ESTIMATE 584,247.29 TOTAL PREVIOUS ESTIMATE 692,077.68 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 01/05/06 EST. NO.21 TIME 01:25 PM R.E. NAME: DONGO, JOSEPH 03-1A8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OUT OF SPEC ON SF -301.82 04 10/04 COZEEP CANCEL -400.00 14 11/04 COZEEP CANCEL -400.00 14 LATE COZEEP 9/11/04 -400.00 15 LATE COZEEP 9/30/04 -400.00 15 SIGN WORK LOC 2-3 -661.53 19 CPM SCHED/AS-BUILTS -10,000.00 21 -10,000.00 -12,563.35 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2420(F) -10,000.00 21 -10,000.00 -10,000.00 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 PER LTR DATED 10/04 -10,000.00 13 PER LTR DATED 11/4 -10,000.00 14 PER LTR DATED 12/04 -10,000.00 15 PER LTR DATED 1/05 -10,000.00 16 RELEASE 10/4 DEDUCT 10,000.00 16 RELEASE 6/4 DEDUCT 10,000.00 16 PER LTR DATED 02/05 -10,000.00 17 RELEASE 11/04 DEDUCT 10,000.00 17 RELEASE 07/04 DEDUCT 10,000.00 18 RELEASE 02/05 DEDUCT 10,000.00 18 RELEASE 12/04 DEDUCT 10,000.00 18 PER LTR DATED 9/05 -3,000.00 19 0.00 -13,000.00 LIQUIDATED DAMAGES 15 DAYS @ $3100 DAY -46,500.00 20 17 DAYS @ $3100/DAY -52,700.00 21 -52,700.00 -99,200.00 TOTAL DEDUCTIONS -72,700.00 -134,763.35 PROGRAM CAS145 PAGE 1 DATE 01/05/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 01:25 PM ESTIMATE NO. 21 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 11/18/05 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 01/05/06 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.250 1,250.00 1.000 5,000.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.150 2,250.00 1.000 15,000.00 03 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.202 1,818.00 1.000 9,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.090 6,750.00 1.000 75,000.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 19,200.0000 19,200.00 0.090 1,728.00 1.000 19,200.00 S) 06 TEMPORARY RAILING (TYPE K) M 61.0000 99,430.00 676.700 41,278.70 S) 07 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 98.000 19,600.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 80.0000 2,480.00 7.600 608.00 09 REMOVE ROADSIDE SIGN EA 80.0000 1,360.00 1.000 80.00 18.000 1,440.00 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 16,500.00 215.000 16,125.00 15 RECONSTRUCT METAL BEAM GUARD RAILING M 69.0000 17,940.00 50.600 3,491.40 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 21 ROADWAY EXCAVATION M3 56.0000 113,120.00 1,631.440 91,360.64 22 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 7,500.00 50.000 7,500.00 F) PROGRAM CAS145 PAGE 2 DATE 01/05/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 01:25 PM ESTIMATE NO. 21 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 11/18/05 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 01/05/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 F) 24 IMPORTED MATERIAL (SHOULDER BACKING) M3 60.0000 8,400.00 175.000 10,500.00 25 STRAW (EROSION CONTROL) TONN 3,500.0000 17,500.00 3.781 13,233.50 S) 26 FIBER (EROSION CONTROL) KG 4.0000 5,120.00 786.390 3,145.56 S) 27 COMPOST (EROSION CONTROL) KG 1.7500 8,960.00 2,462.800 4,309.90 S) 28 STABILIZING EMULSION KG 10.0000 1,600.00 208.800 2,088.00 29 CLASS 2 AGGREGATE BASE M3 80.0000 118,400.00 1,148.320 91,865.60 30 ASPHALT CONCRETE (TYPE A) TONN 73.0000 545,310.00 532.020 38,837.46 9,015.178 658,107.99 31 ASPHALT CONCRETE (OPEN GRADED) TONN 93.0000 220,410.00 100.900 9,383.70 2,086.810 194,073.33 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 27,933.200 41,899.80 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 90.0000 3,240.00 13.500 1,215.00 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 225.00 100.500 502.50 36 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 17,600.00 1,676.000 16,760.00 37 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 1,000.00 47.900 239.50 38 RUMBLE STRIP (GROUND-IN) M 3.0000 12,570.00 3,142.000 9,426.00 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 15.000 22,500.00 F) 42 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 325,600.00 297.230 326,953.00 (TYPE R) 43 PAVING NOTCH EXTENSION M3 5,500.0000 49,500.00 7.450 40,975.00 44 DRILL AND BOND DOWEL M 150.0000 900.00 6.000 900.00 45 JOINT SEAL (MR 30 MM) M 225.0000 13,725.00 46.600 10,485.00 46.600 10,485.00 S) 46 JOINT SEAL (MR 15 MM) M 225.0000 10,575.00 22.000 4,950.00 22.000 4,950.00 S) 47 JOINT SEAL (MR 40 MM) M 125.0000 1,875.00 13.200 1,650.00 13.200 1,650.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 2,610.00 870.000 2,610.00 SF) 49 ROADSIDE SIGN - ONE POST EA 300.0000 4,200.00 2.000 600.00 14.000 4,200.00 PROGRAM CAS145 PAGE 3 DATE 01/05/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 01:25 PM ESTIMATE NO. 21 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 11/18/05 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 01/05/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,540.00 51 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 7.000 700.00 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 21.000 1,575.00 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 73,000.00 753.100 54,976.30 57 DELINEATOR (CLASS 1) EA 37.0000 2,368.00 38.000 1,406.00 38.000 1,406.00 58 HIGHWAY POST MARKER EA 40.0000 120.00 3.000 120.00 3.000 120.00 59 OBJECT MARKER (TYPE L-1) EA 40.0000 200.00 5.000 200.00 5.000 200.00 60 METAL BEAM GUARD RAILING M 115.0000 3,565.00 31.000 3,565.00 S) 61 BARRIER RAIL (TYPE 9) M 900.0000 8,100.00 9.000 8,100.00 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 1.000 2,300.00 S) 64 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 1.000 600.00 S) 65 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 66 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 1.000 6,000.00 S) 67 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 1.000 700.00 1.000 700.00 S) 68 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,620.00 45.550 2,049.75 S) 69 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 4,194.00 -1,221.800 -1,099.62 4,055.600 3,650.04 S) (SPRAYABLE) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 4,698.00 3,477.700 4,694.90 S) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 1,496.00 767.100 1,687.62 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 3,240.00 2,827.000 3,392.40 S) (BROKEN 10.98 M - 3.66 M) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 192.00 -26.000 -31.20 211.000 253.20 S) (BROKEN 5.18 M - 2.14 M) 74 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 857.50 462.000 808.50 S) 75 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.7500 26.25 8.000 30.00 S) TYPE C) 76 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 2,887.50 677.000 2,538.75 S) PROGRAM CAS145 PAGE 4 DATE 01/05/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 01:25 PM ESTIMATE NO. 21 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 11/18/05 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 01/05/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 2,025.74 1.000 101,287.00 78 MODIFY LIGHTING LS 140,940.0000 140,940.00 0.023 3,241.62 1.000 140,940.00 79 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 3,000.00 30.000 3,000.00 PROGRAM CAS145 PAGE 5 DATE 01/05/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8904 TIME 01:25 PM ESTIMATE NO. 21 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 11/18/05 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 01/05/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 86,344.70 2,269,596.30 ADJUSTMENT OF COMPENSATION 95,381.53 616,913.01 EXTRA WORK 12,448.86 75,164.67 SUBTOTAL AMOUNT EARNED 194,175.09 2,961,673.98 ORIGINAL CONTRACT AMOUNT 2,515,891.25 TOTAL WORK COMPLETED 194,175.09 2,961,673.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -72,700.00 -134,763.35 TOTAL 121,475.09 2,826,910.63 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/23/02 120 06/25/03 04/22/03 11/18/05 126 496 6 0 100% 100% DONGO, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 01/05/06