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 06/21/10 EST. NO.05 TIME 01:42 PM 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 --------------------------------------------------------------------------- *** 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 06/21/10 EST. NO.05 TIME 01:42 PM R.E. NAME: KRAFT, DAN 03-1E0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 01:42 PM ESTIMATE NO. 05 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 06/18/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/21/10 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 0.250 250.00 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 15.000 4,875.00 24.000 7,800.00 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 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 1,985.0000 1,985.00 0.080 158.80 0.580 1,151.30 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 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 0.100 2,400.00 0.100 2,400.00 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 0.200 10,000.00 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 0.340 3,740.00 15 TEMPORARY RAILING (TYPE K) LF 11.0000 37,400.00 2,415.000 26,565.00 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 0.000 0.00 20 REMOVE DOWNDRAIN LF 25.0000 3,500.00 72.000 1,800.00 72.000 1,800.00 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 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 01:42 PM ESTIMATE NO. 05 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 06/18/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 16,500.00 0.700 19,250.00 25 ROADWAY EXCAVATION CY 7.7500 140,275.00 12,131.000 94,015.25 12,131.000 94,015.25 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 12,175.000 267,850.00 12,175.000 267,850.00 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 60,960.000 396,240.00 60,960.000 396,240.00 30 PLATE PILES (10 FEET) SQFT 14.0000 2,833,600.00 49,088.000 687,232.00 53,920.000 754,880.00 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 0.030 1,237.50 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 0.000 0.00 (.079" THICK) 43 12" STEEL FLARED END SECTION EA 70.0000 140.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 300.0000 1,200.00 0.000 0.00 (FACING, METHOD B) 45 SLOPE PAVING (CONCRETE) CY 630.0000 21,420.00 0.000 0.00 46 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 16.00 0.000 0.00 47 MINOR CONCRETE (MISCELLANEOUS CY 240.0000 108,000.00 0.000 0.00 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 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 01:42 PM ESTIMATE NO. 05 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 06/18/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 01:42 PM ESTIMATE NO. 05 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 06/18/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,496,941.05 1,664,550.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,496,941.05 1,664,550.55 64 MOBILIZATION LS 155,000.0000 155,000.00 0.950 147,250.00 ORIGINAL CONTRACT AMOUNT 5,317,623.00 TOTAL WORK COMPLETED 1,496,941.05 1,811,800.55 MATERIALS ON HAND ON SITE 179,572.95 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,496,941.05 1,991,373.50 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 24 149 0 0 33% 24% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/10