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 04/21/08 EST. NO.09 TIME 11:02 AM R.E. NAME: RICHARDS, TIM 05-0F9804 --------------------------------------------------------------------------- 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 04/21/08 EST. NO.09 TIME 11:02 AM R.E. NAME: RICHARDS, TIM 05-0F9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CASING INSPECTION -5,000.00 03 PILE 14 ANOMALY -400.00 04 0.00 -5,400.00 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 03 REL EST #3 10,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,400.00 PROGRAM CAS145 PAGE 1 DATE 04/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0F9804 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 06/26/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: RICHARDS, TIM DATE OF THIS ESTIMATE 04/21/08 LOCATION PROGRESS ESTIMATE 05-SLO-58-9.8/10.1 ----------------- WHITAKER CONTRACTORS INC. IN SAN LUIS OBISPO COUNTY NEAR 2752 CONCRETE COURT SANTA MARGARITA FROM 0.3 KM WEST PASO ROBLES, CA 93446 TO 0.3 EAST OF THE MIDDLE FORK HUERO CREEK BRIDGE FED. AID NO. ACST-P058(103)E ,P-P058(103)E REPLACE EXISTING BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 3,400.0000 986,000.00 5.000 17,000.00 135.000 459,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 12,000.00 103.000 1,030.00 424.000 4,240.00 04 200 MM TEMPORARY DOWNDRAIN EA 2,500.0000 2,500.00 1.000 2,500.00 05 450 MM TEMPORARY CULVERT M 360.0000 2,160.00 7.000 2,520.00 06 TEMPORARY CULVERT FLARED END SECTION EA 875.0000 875.00 1.000 875.00 07 900 MM TEMPORARY INLET EA 3,000.0000 3,000.00 1.000 3,000.00 08 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 09 WATER POLLUTION CONTROL LS 37,000.0000 37,000.00 0.455 16,835.00 10 TEMPORARY EROSION CONTROL M2 1.1000 2,596.00 1,910.000 2,101.00 11 TEMPORARY FIBER ROLL M 10.0000 2,700.00 0.000 0.00 12 TEMPORARY SILT FENCE M 11.0000 7,150.00 0.000 0.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 2.000 4,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 3,150.0000 12,600.00 2.000 6,300.00 15 TEMPORARY COVER M2 4.4000 880.00 0.000 0.00 16 MOVE-IN/MOVE-OUT EA 600.0000 1,200.00 1.000 600.00 (TEMPORARY EROSION CONTROL) 17 TEMPORARY DRAINAGE INLET PROTECTION EA 380.0000 380.00 1.000 380.00 18 STREET SWEEPING LS 8,250.0000 8,250.00 0.455 3,753.75 19 CONSTRUCTION AREA SIGNS LS 8,250.0000 8,250.00 0.700 5,775.00 S) 20 TRAFFIC CONTROL SYSTEM LS 27,000.0000 27,000.00 0.400 10,800.00 S) 21 TYPE III BARRICADE EA 137.0000 1,370.00 10.000 1,370.00 S) 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 10,080.00 1,641.500 9,849.00 S) PROGRAM CAS145 PAGE 2 DATE 04/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0F9804 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 06/26/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: RICHARDS, TIM DATE OF THIS ESTIMATE 04/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKING (TAPE) M2 132.0000 2,244.00 13.860 1,829.52 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 1,976.00 52.000 1,976.00 S) 25 TEMPORARY SIGNAL SYSTEM LS 57,800.0000 57,800.00 0.800 46,240.00 S) 26 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,500.0000 10,500.00 0.400 4,200.00 S) 27 TEMPORARY RAILING (TYPE K) M 80.0000 51,200.00 627.900 50,232.00 28 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,400.0000 88,800.00 8.000 59,200.00 29 REMOVE FENCE M 6.0000 4,080.00 518.000 3,108.00 S) 30 REMOVE METAL BEAM GUARD RAILING M 30.0000 2,010.00 38.800 1,164.00 S) 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 9,300.00 922.000 9,220.00 S) STRIPE 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 6.5000 2,730.00 546.000 3,549.00 S) 33 REMOVE PAVEMENT MARKER EA 3.0000 390.00 130.000 390.00 S) 34 REMOVE ASPHALT CONCRETE DIKE M 16.0000 2,400.00 129.000 2,064.00 35 REMOVE CULVERT M 110.0000 4,950.00 38.000 4,180.00 36 REMOVE DOWNDRAIN EA 450.0000 2,250.00 5.000 2,250.00 37 RECONSTRUCT MAILBOX EA 240.0000 1,680.00 3.000 720.00 38 RELOCATE GATE EA 1,100.0000 1,100.00 0.000 0.00 39 BRIDGE REMOVAL LS 116,000.0000 116,000.00 0.500 58,000.00 1.000 116,000.00 40 CLEARING AND GRUBBING LS 22,000.0000 22,000.00 0.600 13,200.00 41 ROADWAY EXCAVATION M3 100.0000 56,000.00 202.000 20,200.00 42 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 43 STRUCTURE EXCAVATION (TYPE D) M3 52.0000 60,840.00 585.000 30,420.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 100,625.00 235.750 41,256.25 F) 45 IMPORTED BORROW M3 7.5000 45,375.00 2,850.000 21,375.00 46 HIGHWAY PLANTING LS 17,580.0000 17,580.00 0.000 0.00 S) 47 DUFF M2 47.0000 275,420.00 1,510.000 70,970.00 S) 48 EROSION CONTROL (BLANKET) M2 6.5000 3,900.00 0.000 0.00 S) 49 STRAW (EROSION CONTROL) TONN 740.0000 2,220.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 04/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0F9804 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 06/26/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: RICHARDS, TIM DATE OF THIS ESTIMATE 04/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 2.0000 1,480.00 0.000 0.00 S) 51 FIBER ROLLS M 12.2000 11,590.00 0.000 0.00 S) 52 COMPOST (EROSION CONTROL) M3 300.0000 900.00 0.000 0.00 S) 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 1,200.00 0.000 0.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 320.0000 12,480.00 0.000 0.00 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 440.00 0.000 0.00 S) 56 PLANT ESTABLISHMENT WORK LS 13,800.0000 13,800.00 0.000 0.00 S) 57 TEMPORARY IRRIGATION SYSTEM LS 4,950.0000 4,950.00 0.000 0.00 S) 58 100 MM CORRUGATED HIGH DENSITY M 130.0000 2,340.00 0.000 0.00 S) POLYETHYLENE PIPE 59 CLASS 2 AGGREGATE BASE M3 88.0000 35,200.00 172.500 15,180.00 60 ASPHALT CONCRETE (TYPE A) TONN 100.0000 116,000.00 461.380 46,138.00 61 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 120.0000 2,640.00 0.000 0.00 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 22.0000 264.00 0.000 0.00 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 22.0000 2,640.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 22.0000 616.00 0.000 0.00 65 810 MM CAST-IN-DRILLED-HOLE CONCRETE M 311.0000 125,644.00 201.200 62,573.20 S) PILING 66 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 390,600.00 86.900 182,490.00 S) PILING (ROCK SOCKET) 67 810 MM PERMANENT STEEL CASING M 250.0000 101,000.00 204.200 51,050.00 S) 68 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.440 22,000.00 S) 69 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 530.0000 83,740.00 65.400 34,662.00 F) 70 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 549,750.00 312.800 234,600.00 F) 71 STRUCTURAL CONCRETE, APPROACH SLAB M3 560.0000 38,080.00 29.900 16,744.00 F) (TYPE N) 72 CLASS 1 CONCRETE M3 1,300.0000 62,400.00 48.000 62,400.00 F) (HEADWALLS AND WINGWALLS) 73 MINOR CONCRETE (MINOR STRUCTURE) M3 3,300.0000 9,240.00 0.440 1,452.00 F) 74 ARCHITECTURAL TREATMENT M2 30.0000 3,420.00 57.000 1,710.00 F) 75 JOINT SEAL (MR 50 MM) M 165.0000 6,105.00 0.000 0.00 S) 76 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 344,800.00 75,856.000 151,712.00 SF) PROGRAM CAS145 PAGE 4 DATE 04/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0F9804 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 06/26/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: RICHARDS, TIM DATE OF THIS ESTIMATE 04/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BAR REINFORCING STEEL KG 3.0000 9,252.00 3,084.000 9,252.00 SF)(HEADWALLS AND WINGWALLS) 78 TIMBER RETAINING WALL (TREE WELL) EA 2,000.0000 2,000.00 0.000 0.00 79 450 MM ALTERNATIVE PIPE CULVERT M 425.0000 10,200.00 8.000 3,400.00 80 600 MM ALTERNATIVE PIPE CULVERT M 368.0000 5,888.00 16.000 5,888.00 81 1800 MM REINFORCED CONCRETE PIPE M 750.0000 45,750.00 62.000 46,500.00 (RUBBER GASKET JOINT) 82 450 MM BITUMINOUS COATED CORRUGATED M 360.0000 2,880.00 8.000 2,880.00 STEEL PIPE (1.63 MM THICK) 83 GEOCOMPOSITE DRAIN M2 12.0000 3,672.00 0.000 0.00 84 200 MM BITUMINOUS COATED CORRUGATED M 201.0000 8,442.00 0.000 0.00 STEEL PIPE DOWNDRAIN 85 200 MM ENTRANCE TAPER EA 493.0000 1,972.00 0.000 0.00 86 450 MM STEEL FLARED END SECTION EA 450.0000 450.00 1.000 450.00 87 600 MM STEEL FLARED END SECTION EA 438.0000 876.00 2.000 876.00 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 84.0000 2,016.00 23.400 1,965.60 89 ROCK SLOPE PROTECTION M3 84.0000 100,800.00 54.890 4,610.76 (BACKING NO. 1, METHOD B) 90 ROCK SLOPE PROTECTION M3 84.0000 672.00 0.000 0.00 (BACKING NO. 2, METHOD B) 91 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 84.0000 235,200.00 0.000 0.00 92 ROCK SLOPE PROTECTION FABRIC M2 8.0000 20,560.00 141.200 1,129.60 93 INLET FRAME AND GRATE EA 475.0000 1,425.00 1.000 475.00 94 FENCE (TYPE BW, METAL POST) M 8.0000 6,960.00 0.000 0.00 S) 95 6.4 M WIRE MESH GATE EA 2,750.0000 5,500.00 0.000 0.00 96 DELINEATOR (CLASS 1) EA 55.0000 880.00 0.000 0.00 97 GUARD RAILING DELINEATOR EA 55.0000 330.00 0.000 0.00 S) 98 OBJECT MARKER (TYPE P) EA 55.0000 110.00 0.000 0.00 99 OBJECT MARKER (TYPE L-1) EA 55.0000 220.00 0.000 0.00 00 METAL BEAM GUARD RAILING (STEEL POST) M 200.0000 8,400.00 0.000 0.00 S) 01 TRANSITION RAILING (TYPE WB) EA 1,000.0000 2,000.00 1.000 1,000.00 S) 02 ALTERNATIVE FLARED TERMINAL SYSTEM EA 15,000.0000 30,000.00 1.000 15,000.00 S) 03 ALTERNATIVE CRASH CUSHION SYSTEM EA 15,000.0000 30,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 5 DATE 04/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0F9804 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 06/26/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: RICHARDS, TIM DATE OF THIS ESTIMATE 04/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 732 MODIFIED) M 600.0000 84,600.00 72.500 43,500.00 05 THERMOPLASTIC TRAFFIC STRIPE M 1.6000 1,344.00 0.000 0.00 S) (SPRAYABLE) 06 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9000 1,767.00 0.000 0.00 S) 07 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.6000 858.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 04/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0F9804 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 06/26/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/08 R.E. NAME: RICHARDS, TIM DATE OF THIS ESTIMATE 04/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 76,030.00 2,075,780.68 ADJUSTMENT OF COMPENSATION 0.00 5,424.10 EXTRA WORK 0.00 28,621.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 76,030.00 2,109,825.99 08 MOBILIZATION LS 510,000.0000 510,000.00 0.950 484,500.00 ORIGINAL CONTRACT AMOUNT 5,189,204.00 TOTAL WORK COMPLETED 76,030.00 2,594,325.99 MATERIALS ON HAND ON SITE 49,950.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,400.00 TOTAL 76,030.00 2,638,875.99 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 08/03/07 540 08/13/07 08/20/07 12/07/09 135 31 0 0 50% 47% PROGRESS IS SATISFACTORY RICHARDS, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/08