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 09/25/06 EST. NO.07 TIME 07:47 AM R.E. NAME: INFANTE, A.J. 05-448104 --------------------------------------------------------------------------- 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 09/25/06 EST. NO.07 TIME 07:47 AM R.E. NAME: INFANTE, A.J. 05-448104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 03 MISSING PYRLS -10,000.00 06 REL EST #3 10,000.00 07 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 07:47 AM ESTIMATE NO. 07 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 09/25/06 LOCATION PROGRESS ESTIMATE 05-SB-101-R8.1/8.9 ----------------- MENDEZ CONCRETE INC IN SANTA BARBARA COUNTY NEAR 1210 E SANTA PAULA STREET SUMMERLAND FROM 0.2 KM WEST OF SANTA PAULA CA 93060 EVANS AVENUE UNDERCROSSING TO 0.2 KM EAST OF SHEFFIELD DRIVE UNDERCROSSING FED. AID NO. N O N E WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 0.750 2,812.50 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 30,826.0000 30,826.00 0.117 3,606.64 0.734 22,626.28 03 CONSTRUCTION AREA SIGNS LS 8,451.0000 8,451.00 0.046 388.75 0.778 6,574.88 S) 04 TRAFFIC CONTROL SYSTEM LS 94,609.0000 94,609.00 0.652 61,685.07 S) 05 TYPE III BARRICADE EA 109.3000 2,841.80 0.000 0.00 S) 06 TEMPORARY TRAFFIC STRIPE (TAPE) M 13.9000 2,780.00 0.000 0.00 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,475.0000 7,475.00 0.117 874.58 0.734 5,486.65 S) 08 TEMPORARY RAILING (TYPE K) M 104.5000 114,950.00 9.000 940.50 634.400 66,294.80 S) 09 TEMPORARY CRASH CUSHION MODULE EA 201.3000 2,415.60 11.600 2,335.08 10 ABANDON CULVERT EA 1,582.0000 1,582.00 1.000 1,582.00 11 ABANDON WELL EA 2,374.0000 2,374.00 1.000 2,374.00 S) 12 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.9000 1,296.00 720.000 648.00 STRIPE 13 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.7000 6,290.00 840.000 3,108.00 14 REMOVE PAVEMENT MARKER EA 3.2000 1,920.00 296.000 947.20 15 REMOVE ROADSIDE SIGN EA 164.8000 659.20 0.000 0.00 16 REMOVE DRAINAGE FACILITY EA 6,591.7000 19,775.10 2.000 13,183.40 17 RELOCATE ROADSIDE SIGN EA 626.0000 1,252.00 0.000 0.00 18 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 19 ROADWAY EXCAVATION M3 56.4000 382,956.00 6,111.000 344,660.40 20 ROADWAY EXCAVATION (TYPE Z-2) M3 256.4000 282,040.00 1,085.520 278,327.33 (AERIALLY DEPOSITED LEAD) 21 LEAD COMPLIANCE PLAN LS 5,175.0000 5,175.00 1.000 5,175.00 22 STRUCTURE EXCAVATION (RETAINING WALL) M3 56.4000 69,033.60 1,224.000 69,033.60 F) PROGRAM CAS145 PAGE 2 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 07:47 AM ESTIMATE NO. 07 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (RETAINING WALL) M3 92.0000 79,028.00 334.000 30,728.00 370.000 34,040.00 F) 24 HIGHWAY PLANTING LS 171,250.0000 171,250.00 0.000 0.00 S) 25 EROSION CONTROL (BLANKET) M2 14.5000 17,255.00 0.000 0.00 S) 26 EROSION CONTROL (TYPE BFM) M2 1.3000 3,783.00 0.000 0.00 S) 27 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,760.0000 2,760.00 0.000 0.00 S) 28 PLANT ESTABLISHMENT WORK LS 56,000.0000 56,000.00 0.000 0.00 S) 29 VINE PLANTER EA 104.5000 22,990.00 0.000 0.00 S) 30 IRRIGATION SYSTEM LS 184,500.0000 184,500.00 0.339 62,545.50 S) 31 50 MM HIGH DENSITY POLYETHYLENE PIPE M 172.6000 863.00 0.000 0.00 S) CONDUIT (OPEN TRENCH) 32 200 MM HIGH DENSITY POLYETHYLENE PIPE M 654.8000 20,298.80 0.000 0.00 S) CONDUIT (DIRECTIONAL BORE) 33 200 MM HIGH DENSITY POLYETHYLENE PIPE M 172.5000 1,725.00 0.000 0.00 S) CONDUIT (OPEN TRENCH) 34 CLASS 2 AGGREGATE BASE M3 47.3000 70,004.00 0.000 0.00 35 ASPHALT CONCRETE (TYPE B) TONN 119.8000 177,304.00 0.000 0.00 36 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 67.1000 1,006.50 0.000 0.00 AREA) 37 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,150.0000 2,300.00 0.000 0.00 38 CLASS 2 CONCRETE (RETAINING WALL) M3 805.0000 662,515.00 120.000 96,600.00 524.000 421,820.00 F) 39 CLASS 1 CONCRETE (BOX CULVERT) M3 1,184.0000 8,288.00 7.800 9,235.20 40 MINOR CONCRETE (MINOR STRUCTURE) M3 3,756.3000 56,344.50 6.600 24,791.58 F) 41 MINOR CONCRETE (BACKFILL) M3 612.5000 6,125.00 9.800 6,002.50 F) 42 ENTRY MONUMENT EA 10,557.0000 21,114.00 0.000 0.00 43 ENTRY WALL "A" EA 15,631.0000 15,631.00 0.000 0.00 44 ENTRY WALL "B" EA 8,829.0000 8,829.00 0.000 0.00 45 ENTRY BENCH EA 5,832.0000 5,832.00 0.000 0.00 46 ARCHITECTURAL TREATMENT "A" EA 1,239.0000 1,239.00 0.000 0.00 47 ARCHITECTURAL TREATMENT "B" EA 517.5000 8,280.00 0.000 0.00 48 ARCHITECTURAL TREATMENT "C" EA 212.8000 2,979.20 0.000 0.00 49 ARCHITECTURAL TREATMENT "D" EA 860.8000 6,886.40 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 07:47 AM ESTIMATE NO. 07 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ARCHITECTURAL TREATMENT "E" M 49.0000 15,925.00 0.000 0.00 51 APPLY ANTI-GRAFFITI COATING M2 9.8000 18,718.00 0.000 0.00 52 BAR REINFORCING STEEL (EPOXY COATED) KG 4.6000 217,902.00 5,773.000 26,555.80 30,305.000 139,403.00 SF) 53 ROADSIDE SIGN - ONE POST EA 333.5000 2,668.00 0.000 0.00 54 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 155.3000 621.20 0.000 0.00 METHOD) 55 INSTALL ROADSIDE SIGN PANEL ON EA 144.0000 288.00 0.000 0.00 EXISTING POST 56 INSTALL ROADSIDE SIGN EA 2,760.0000 2,760.00 0.000 0.00 (LAMINATED WOOD BOX POST) 57 600 MM ALTERNATIVE PIPE CULVERT M 266.6000 66,650.00 29.140 7,768.72 58 300 MM REINFORCED CONCRETE PIPE M 561.0000 561.00 0.000 0.00 (CLASS III) 59 600 MM REINFORCED CONCRETE PIPE M 378.4000 26,488.00 69.910 26,453.94 (CLASS III) 60 750 MM REINFORCED CONCRETE PIPE M 396.2000 51,506.00 120.000 47,544.00 (CLASS III) 61 GEOCOMPOSITE DRAIN M2 241.4000 115,872.00 150.000 36,210.00 150.000 36,210.00 62 80 MM PLASTIC PIPE (EDGE DRAIN) M 116.7000 47,847.00 0.000 0.00 63 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 114.4000 5,948.80 0.000 0.00 64 900 MM PRECAST CONCRETE PIPE INLET M 230.0000 2,070.00 8.100 1,863.00 65 ROCK SLOPE PROTECTION M3 230.0000 1,150.00 5.000 1,150.00 (FACING, METHOD B) 66 CONCRETE (DITCH LINING) M3 449.2000 37,283.60 20.030 8,997.48 67 ROCK SLOPE PROTECTION FABRIC M2 230.0000 2,070.00 9.000 2,070.00 68 MISCELLANEOUS IRON AND STEEL KG 5.0000 6,545.00 651.000 3,255.00 SF) 69 CHAIN LINK FENCE (TYPE CL-MOD) M 678.5000 481,735.00 0.000 0.00 S) 70 CHAIN LINK FENCE (TYPE CL-1.8) M 299.0000 32,890.00 0.000 0.00 S) 71 ROCKFALL BARRIER M 470.1000 220,947.00 470.000 220,947.00 S) 72 VEHICLE BARRICADE (BOLLARDS) LS 3,680.0000 3,680.00 0.000 0.00 S) 73 CONCRETE BARRIER (TYPE 60) M 222.0000 75,480.00 0.000 0.00 74 THERMOPLASTIC PAVEMENT MARKING M2 586.7000 5,867.00 0.000 0.00 S) 75 THERMOPLASTIC TRAFFIC STRIPE M 0.2000 1,546.00 2,293.000 458.60 S) (SPRAYABLE) 76 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.6000 2,240.00 196.000 1,097.60 S) PROGRAM CAS145 PAGE 4 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 07:47 AM ESTIMATE NO. 07 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAVEMENT MARKER (RETROREFLECTIVE) EA 18.9000 7,371.00 100.000 1,890.00 S) 78 LIGHTING LS 57,500.0000 57,500.00 0.388 22,310.00 1.000 57,500.00 S) 79 BIKE PATH LIGHTING LS 224,750.0000 224,750.00 0.212 47,647.00 0.397 89,225.75 S) 80 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 11,155.0000 11,155.00 1.000 11,155.00 S) 81 ELECTRIC SERVICE (IRRIGATION) LS 28,750.0000 28,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 07:47 AM ESTIMATE NO. 07 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 09/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 265,861.27 2,147,278.06 ADJUSTMENT OF COMPENSATION 0.00 15,312.00 EXTRA WORK 0.00 36,582.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 265,861.27 2,199,172.26 82 MOBILIZATION LS 332,787.0000 332,787.00 0.950 316,147.65 ORIGINAL CONTRACT AMOUNT 4,812,153.30 TOTAL WORK COMPLETED 265,861.27 2,515,319.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 275,861.27 2,505,319.91 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 12/28/05 610 03/13/06 03/13/06 09/15/08 121 15 0 0 52% 34% PROGRESS IS SATISFACTORY INFANTE, A.J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 21 DATE 09/25/06