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 08/25/10 EST. NO.07 TIME 11:00 AM R.E. NAME: KRAFT, DAN 03-1E0304 --------------------------------------------------------------------------- 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 0020 940.18 E.W. @ U.P (+) 053110 N 20 0 0020-1 -940.18 053110 N 20 0 DAO CORRECTING ENTRY 0020-2 992.28 053110 N 20 0 DAO CORRECTING ENTRY 0021 2,475.48 063010 N 21 0 0022 3,530.78 073110 N 22 0 005 0001 2,500.00 A.C. @ F.A.(+) 022510 N 0006.0 0002 250.00 072910 N 0042.0 006 0004 3,989.19 E.W. @ F.A.(+) 071510 N 0035.0 011 0001 1,232.24 E.W. @ F.A.(+) 080910 N 0057.0 0002 1,397.23 081010 N 0059.0 0003 1,435.67 081110 N 0060.0 0004 2,358.54 081210 N 0061.0 20,161.41 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 20,161.41 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 08/25/10 EST. NO.07 TIME 11:00 AM R.E. NAME: KRAFT, DAN 03-1E0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM UPDATES -200,000.00 06 REC'D CPM UPDATES 200,000.00 07 200,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/2010 -5,000.00 06 PER LTR DATED 8/2010 -5,000.00 07 -5,000.00 -10,000.00 TOTAL DEDUCTIONS 195,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 11:00 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/25/10 LOCATION RERUN PROGRESS ESTIMATE 03-COL-20-R21.5/R22.4 ----------------------- NORTH BAY CONSTRUCTION INC IN WILLIAMS FROM 0.3 MILE EAST TO P O BOX 6004 0.6 MILE WEST OF INTERSTATE 5 PETALUMA CA 949556004 FED. AID NO. SARR-P020(150)E ,A-P020(150)E RECONSTRUCT EMBANKMENT SLOPE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.500 500.00 0.750 750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 325.0000 32,500.00 23.120 7,514.00 68.000 22,100.00 04 TEMPORARY FENCE (TYPE ESA) LF 4.2500 28,985.00 5,130.000 21,802.50 05 CONSTRUCTION SITE MANAGEMENT LS 185.0000 185.00 0.250 46.25 0.500 92.50 06 PREPARE STORM WATER POLLUTION LS 1,985.0000 1,985.00 -0.090 -178.65 0.740 1,468.90 PREVENTION PLAN 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 4,000.00 1.000 2,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 26,600.00 5.000 19,000.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 4,800.00 4.000 1,200.00 10 STREET SWEEPING LS 24,000.0000 24,000.00 0.200 4,800.00 0.500 12,000.00 11 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.750 6,000.00 12 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.100 5,000.00 0.400 20,000.00 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 250.00 7.500 187.50 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 0.170 1,870.00 0.680 7,480.00 15 TEMPORARY RAILING (TYPE K) LF 11.0000 37,400.00 2,640.000 29,040.00 16 TEMPORARY CRASH CUSHION MODULE EA 400.0000 15,600.00 39.000 15,600.00 17 REMOVE METAL BEAM GUARD RAILING LF 4.2500 8,882.50 1,950.000 8,287.50 18 REMOVE ROADSIDE SIGN EA 50.0000 300.00 0.000 0.00 19 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 13,750.00 450.000 1,125.00 20 REMOVE DOWNDRAIN LF 25.0000 3,500.00 136.000 3,400.00 21 RECONSTRUCT METAL BEAM GUARD RAILING LF 12.0000 17,520.00 162.000 1,944.00 (WOOD POST) 22 RESET ROADSIDE SIGN EA 200.0000 8,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 11:00 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4000 35,000.00 0.000 0.00 24 CLEARING AND GRUBBING LS 27,500.0000 27,500.00 0.200 5,500.00 1.000 27,500.00 25 ROADWAY EXCAVATION CY 7.7500 140,275.00 18,086.000 140,166.50 26 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 0.750 1,350.00 27 IMPORTED BORROW CY 22.0000 446,600.00 26,252.800 577,561.60 28 IMPORTED MATERIAL (SHOULDER BACKING) CY 65.0000 5,200.00 0.000 0.00 29 PLATE PILES (6 FEET) SQFT 6.5000 584,350.00 1,728.000 11,232.00 83,488.000 542,672.00 30 PLATE PILES (10 FEET) SQFT 14.0000 2,833,600.00 67,232.000 941,248.00 190,272.000 2,663,808.00 31 HIGHWAY PLANTING LS 47,500.0000 47,500.00 0.000 0.00 32 EROSION CONTROL (TYPE D) SQYD 0.9700 59,849.00 0.000 0.00 33 PLANT ESTABLISHMENT WORK LS 13,000.0000 13,000.00 0.000 0.00 34 IRRIGATION SYSTEM LS 41,250.0000 41,250.00 0.400 16,500.00 0.430 17,737.50 35 HOT MIX ASPHALT (TYPE A) TON 68.0000 326,400.00 0.000 0.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 210.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 4,140.00 0.000 0.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,720.00 0.000 0.00 39 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 459.00 0.000 0.00 (0.063"-UNFRAMED) 40 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 0.000 0.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 0.000 0.00 METHOD) 42 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 9,600.00 124.000 9,920.00 124.000 9,920.00 (.079" THICK) 43 12" STEEL FLARED END SECTION EA 70.0000 140.00 2.000 140.00 2.000 140.00 44 ROCK SLOPE PROTECTION CY 300.0000 1,200.00 4.000 1,200.00 4.000 1,200.00 (FACING, METHOD B) 45 SLOPE PAVING (CONCRETE) CY 630.0000 21,420.00 34.000 21,420.00 46 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 16.00 16.000 16.00 16.000 16.00 47 MINOR CONCRETE (MISCELLANEOUS CY 240.0000 108,000.00 510.000 122,400.00 563.000 135,120.00 CONSTRUCTION) 48 MISCELLANEOUS IRON AND STEEL LB 0.9000 2,790.00 0.000 0.00 F) 49 DELINEATOR (CLASS 1) EA 30.0000 840.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 11:00 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 OBJECT MARKER (TYPE L-1) EA 40.0000 40.00 0.000 0.00 51 METAL BEAM GUARD RAILING (WOOD POST) LF 17.0000 30,600.00 0.000 0.00 52 TRANSITION RAILING (TYPE WB) EA 2,600.0000 10,400.00 0.000 0.00 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 1,100.00 0.000 0.00 54 END CAP (TYPE A) EA 65.0000 325.00 0.000 0.00 55 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,875.0000 5,750.00 0.000 0.00 56 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 57 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,360.00 0.000 0.00 58 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 944.00 0.000 0.00 59 THERMOPLASTIC PAVEMENT MARKING SQFT 5.2500 3,412.50 0.000 0.00 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 1,540.00 0.000 0.00 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.250 500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 62 ELECTRONIC MARKERS LS 1,585.0000 1,585.00 0.000 0.00 63 MODIFY LIGHTING AND SIGN ILLUMINATION LS 75,750.0000 75,750.00 0.580 43,935.00 0.950 71,962.50 PROGRAM CAS145 PAGE 4 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 11:00 AM ESTIMATE NO. 07 BID OPENING 05/12/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,171,642.60 4,384,552.00 ADJUSTMENT OF COMPENSATION 2,750.00 2,750.00 EXTRA WORK 17,411.41 17,411.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,191,804.01 4,404,713.41 64 MOBILIZATION LS 155,000.0000 155,000.00 1.000 155,000.00 ORIGINAL CONTRACT AMOUNT 5,317,623.00 TOTAL WORK COMPLETED 1,191,804.01 4,559,713.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 195,000.00 -10,000.00 TOTAL 1,386,804.01 4,549,713.41 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 08/12/09 350 05/10/10 10/06/09 10/06/10 68 149 0 0 82% 68% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/10