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 06/20/06 EST. NO.04 TIME 02:01 PM 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 06/20/06 EST. NO.04 TIME 02:01 PM 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 02:01 PM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 06/20/06 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 0.116 3,575.82 0.384 11,837.18 03 CONSTRUCTION AREA SIGNS LS 8,451.0000 8,451.00 0.046 388.75 0.640 5,408.64 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 0.116 867.10 0.384 2,870.40 S) 08 TEMPORARY RAILING (TYPE K) M 104.5000 114,950.00 9.000 940.50 607.400 63,473.30 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 1.000 6,591.70 1.000 6,591.70 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 3,395.000 191,478.00 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 69,033.60 295.000 16,638.00 295.000 16,638.00 F) PROGRAM CAS145 PAGE 2 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 02:01 PM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.100 18,450.00 0.100 18,450.00 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 0.000 0.00 F) 39 CLASS 1 CONCRETE (BOX CULVERT) M3 1,184.0000 8,288.00 7.800 9,235.20 7.800 9,235.20 40 MINOR CONCRETE (MINOR STRUCTURE) M3 3,756.3000 56,344.50 5.200 19,532.76 5.200 19,532.76 F) 41 MINOR CONCRETE (BACKFILL) M3 612.5000 6,125.00 2.900 1,776.25 2.900 1,776.25 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 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 02:01 PM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 26.740 7,128.88 26.740 7,128.88 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 34.210 12,945.06 57.410 21,723.94 (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 0.000 0.00 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 6.000 1,380.00 6.000 1,380.00 65 ROCK SLOPE PROTECTION M3 230.0000 1,150.00 0.000 0.00 (FACING, METHOD B) 66 CONCRETE (DITCH LINING) M3 449.2000 37,283.60 20.030 8,997.48 20.030 8,997.48 67 ROCK SLOPE PROTECTION FABRIC M2 230.0000 2,070.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 5.0000 6,545.00 651.000 3,255.00 651.000 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 220,947.00 188.000 88,378.80 188.000 88,378.80 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 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 02:01 PM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 11,500.00 S) 79 BIKE PATH LIGHTING LS 224,750.0000 224,750.00 0.000 0.00 S) 80 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 11,155.0000 11,155.00 0.000 0.00 S) 81 ELECTRIC SERVICE (IRRIGATION) LS 28,750.0000 28,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448104 TIME 02:01 PM ESTIMATE NO. 04 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 06/20/06 R.E. NAME: INFANTE, A.J. DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 200,081.30 944,639.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,550.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 200,081.30 956,190.32 82 MOBILIZATION LS 332,787.0000 332,787.00 0.200 66,557.40 0.950 316,147.65 ORIGINAL CONTRACT AMOUNT 4,812,153.30 TOTAL WORK COMPLETED 266,638.70 1,272,337.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 266,638.70 1,262,337.97 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 09/11/08 57 15 0 0 26% 16% PROGRESS IS SATISFACTORY INFANTE, A.J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 26 DATE 06/20/06