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 09/21/07 EST. NO.03 TIME 02:00 PM R.E. NAME: SCHULTZ, KELLEY 01-411804 --------------------------------------------------------------------------- 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 09/21/07 EST. NO.03 TIME 02:00 PM R.E. NAME: SCHULTZ, KELLEY 01-411804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-411804 TIME 02:00 PM ESTIMATE NO. 03 BID OPENING 05/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 09/21/07 LOCATION PROGRESS ESTIMATE 01-MEN-20-26.3/27.1 ----------------- NORTH BAY CONSTRUCTION INC IN MENDOCINO COUNTY NEAR WILLITS P O BOX 6004 FROM 7.9 KM TO 6.6 KM WEST OF PETALUMA CA 94952 BROADDUS CREEK BRIDGE FED. AID NO. ACST-P020(141)E ,PH-P020(141)E CURVE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 200 MM TEMPORARY CULVERT M 160.0000 1,600.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 4,600.0000 4,600.00 0.115 529.00 03 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.100 350.00 0.700 2,450.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 10.0000 1,600.00 38.000 380.00 05 TEMPORARY SILT FENCE M 10.0000 2,900.00 188.980 1,889.80 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,185.0000 3,555.00 2.000 2,370.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 300.00 1.000 300.00 08 STREET SWEEPING LS 9,500.0000 9,500.00 0.100 950.00 0.500 4,750.00 09 STEEL GRADE STAKE EA 20.0000 800.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.100 550.00 0.600 3,300.00 S) 11 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.136 4,760.00 0.446 15,610.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 400.0000 880.00 2.040 816.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 10.0000 4,300.00 430.000 4,300.00 14 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 630.00 29.000 290.00 15 TEMPORARY SIGNAL SYSTEM LS 118,500.0000 118,500.00 0.350 41,475.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,550.0000 37,650.00 2.000 25,100.00 S) 17 TEMPORARY RAILING (TYPE K) M 97.0000 38,800.00 390.140 37,843.58 S) 18 TEMPORARY CRASH CUSHION MODULE EA 425.0000 9,350.00 26.000 11,050.00 S) 19 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 6,500.0000 26,000.00 4.000 26,000.00 S) 20 REMOVE FENCE M 25.0000 1,700.00 68.000 1,700.00 21 REMOVE METAL BEAM GUARD RAILING M 21.0000 609.00 29.000 609.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 3,200.00 137.600 1,376.00 STRIPE PROGRAM CAS145 PAGE 2 DATE 09/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-411804 TIME 02:00 PM ESTIMATE NO. 03 BID OPENING 05/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 09/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 430.00 0.000 0.00 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 8.0000 1,280.00 110.940 887.52 25 REMOVE ROADSIDE SIGN EA 250.0000 500.00 2.000 500.00 26 REMOVE CULVERT M 700.0000 490.00 0.000 0.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 105.0000 7,245.00 0.000 0.00 S) 28 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 300.00 0.000 0.00 29 RESET ROADSIDE SIGN (TWO POST) EA 550.0000 550.00 0.000 0.00 30 RELOCATE TEMPORARY CRASH CUSHION (ADIEM) EA 740.0000 2,960.00 0.000 0.00 S) 31 RELOCATE ROADSIDE SIGN (WOOD POST) EA 550.0000 1,650.00 0.000 0.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.3500 13,902.50 4,150.000 13,902.50 S) 33 RESET TEMPORARY RAILING (TYPE K) M 10.0000 3,900.00 0.000 0.00 S) 34 CLEARING AND GRUBBING LS 22,000.0000 22,000.00 0.900 19,800.00 35 ROADWAY EXCAVATION M3 100.0000 69,000.00 133.300 13,330.00 255.270 25,527.00 36 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.500 2,000.00 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 46,200.00 770.000 46,200.00 38 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 77,500.00 333.000 41,625.00 333.000 41,625.00 39 IMPORTED BORROW M3 47.9000 17,244.00 0.000 0.00 40 WEED CONTROL MAT (FIBER) M2 78.0000 39,780.00 0.000 0.00 S) 41 EROSION CONTROL (TYPE D) M2 2.2500 6,975.00 0.000 0.00 S) 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 0.000 0.00 S) 43 CLASS 2 AGGREGATE BASE M3 85.0000 56,950.00 0.000 0.00 44 ASPHALT CONCRETE (OPEN GRADED, 25 MM) TONN 145.0000 79,750.00 0.000 0.00 45 ASPHALT CONCRETE (TYPE A, 19-MM TONN 130.0000 152,750.00 0.000 0.00 MAXIMUM GRADING) 46 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 110.0000 4,510.00 0.000 0.00 MAXIMUM GRADING) 47 PAVING ASPHALT (BINDER-PAVEMENT TONN 100.0000 150.00 0.000 0.00 REINFORCING FABRIC) 48 PAVEMENT REINFORCING FABRIC M2 4.2000 3,486.00 0.000 0.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 250.0000 2,250.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 3 DATE 09/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-411804 TIME 02:00 PM ESTIMATE NO. 03 BID OPENING 05/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 09/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.0000 3,960.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 11.0000 2,090.00 0.000 0.00 52 RUMBLE STRIP STA 775.0000 6,975.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 53 STRUCTURAL CONCRETE, RETAINING WALL M3 1,290.0000 287,670.00 28.400 36,636.00 121.600 156,864.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 4,560.00 0.000 0.00 F) 55 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1500 35,031.15 -714.000 -2,249.10 5,877.000 18,512.55 SF) 56 450 MM REINFORCED CONCRETE PIPE M 1,684.0000 1,684.00 0.000 0.00 57 450 MM BITUMINOUS COATED CORRUGATED M 540.0000 3,780.00 7.000 3,780.00 STEEL PIPE (2.01 MM THICK) 58 200 MM BITUMINOUS COATED CORRUGATED M 491.0000 1,964.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 59 450 MM BITUMINOUS COATED CORRUGATED M 412.0000 6,180.00 15.000 6,180.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 60 200 MM BITUMINOUS COATED ENTRANCE TAPER EA 1,032.0000 1,032.00 0.000 0.00 61 450 MM ANCHOR ASSEMBLY EA 656.0000 1,968.00 3.000 1,968.00 62 900 MM BITUMINOUS COATED CORRUGATED M 938.0000 938.00 0.000 0.00 STEEL PIPE INLET (2.77 MM THICK) 63 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 375.0000 2,250.00 2.900 1,087.50 4.940 1,852.50 64 ROCK SLOPE PROTECTION M3 400.0000 600.00 0.000 0.00 (FACING, METHOD B) 65 ROCK SLOPE PROTECTION FABRIC M2 1.6000 43.20 12.200 19.52 22.400 35.84 66 MINOR CONCRETE (GUTTER) M3 1,200.0000 3,600.00 0.000 0.00 67 MISCELLANEOUS IRON AND STEEL KG 3.0000 564.00 0.000 0.00 SF) 68 FENCE (TYPE WM, METAL POST) M 35.0000 8,050.00 0.000 0.00 S) 69 DELINEATOR (CLASS 1) EA 35.0000 175.00 0.000 0.00 70 GUARD RAILING DELINEATOR EA 14.0000 364.00 0.000 0.00 71 METAL BEAM GUARD RAILING M 108.0000 37,800.00 0.000 0.00 S) 72 CABLE RAILING M 110.0000 9,350.00 0.000 0.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 1,600.00 0.000 0.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-411804 TIME 02:00 PM ESTIMATE NO. 03 BID OPENING 05/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 09/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,280.00 0.000 0.00 S) 77 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 1,560.00 0.000 0.00 S) 78 RADAR FEEDBACK SPEED SIGN LS 57,000.0000 57,000.00 0.000 0.00 S) (SOLAR POWERED) PROGRAM CAS145 PAGE 5 DATE 09/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-411804 TIME 02:00 PM ESTIMATE NO. 03 BID OPENING 05/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 09/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 97,058.92 521,773.29 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 97,058.92 521,773.29 79 MOBILIZATION LS 91,958.0000 91,958.00 0.950 87,360.10 ORIGINAL CONTRACT AMOUNT 1,511,252.85 TOTAL WORK COMPLETED 97,058.92 609,133.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 97,058.92 609,133.39 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 05/30/07 130 06/25/07 06/14/07 01/10/08 68 0 0 0 37% 52% PROGRESS IS SATISFACTORY SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/07