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 11/19/10 EST. NO.10 TIME 02:25 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 --------------------------------------------------------------------------- 001 0034 392.77 E.W. @ F.A.(+) 100710 N 0107.0 0035 452.79 101110 N 0108.0 0036 395.29 101110 N 0109.0 0037 855.74 101210 N 0110.0 0038 510.40 100810 N 0111.0 0039 614.28 101210 N 0112.0 0041 462.18 100610 N 0121.0 0042 540.11 100710 N 0122.0 0043 889.82 101310 N 0123.0 0044 641.60 101810 N 0125.0 0045 431.31 102110 N 0127.0 0046 609.55 101910 N 0135.0 0047 397.70 102810 N 0142.0 0048 86.38 110110 N 0143.0 010 0005 471.88 E.W. @ F.A.(+) 102010 N 0129.0 0006 1,280.80 102710 N 0148.0 0007 1,310.63 102710 N 0149.0 0008 1,786.97 101510 N 0150.0 012 0004 955.42 E.W. @ F.A.(+) 111010 N 0147.0 014 0009 2,391.68 E.W. @ F.A.(+) 090310 N 0079.0 0012 1,041.10 091510 N 0133.0 0014 740.83 100110 N 0136.0 0015 228.60 102710 N 0139.0 015 0002 1,512.04 E.W. @ F.A.(+) 102010 N 0152.0 018 0001 -1,124.84 A.C. @ U.P.(-) 110510 N 1 0 019 0003 1,959.13 E.W. @ F.A.(+) 100410 N 0119.0 0004 1,146.88 101210 N 0124.0 0005 1,741.26 102210 N 0126.0 0006 729.92 102010 N 0128.0 0007 2,250.78 101510 N 0131.0 0008 2,565.91 102510 N 0137.0 0009 1,389.72 102610 N 0138.0 0010 3,686.18 101410 N 0140.0 0011 3,360.76 102710 N 0141.0 0012 2,434.71 110110 N 0144.0 0013 908.06 110310 N 0145.0 0014 710.08 110610 N 0146.0 40,758.42 TOTAL THIS ESTIMATE 157,916.67 TOTAL PREVIOUS ESTIMATE 198,675.09 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 11/19/10 EST. NO.10 TIME 02:25 PM 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 OUT-OF-SPEC SHOULDER -609.75 09 MISSING CPM -10,000.00 10 -10,000.00 -10,609.75 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/2010 -5,000.00 06 PER LTR DATED 8/2010 -5,000.00 07 PER LTR DATED 9/2010 -4,000.00 08 PER LTR DATED 10/10 -10,000.00 09 RETURN 9/10 DEDUCT 4,000.00 09 PER LTR DATED 11/10 -10,000.00 10 RETURN 7/10 DEDUCT 5,000.00 10 RETURN 8/10 DEDUCT 5,000.00 10 0.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -30,609.75 PROGRAM CAS145 PAGE 1 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 02:25 PM ESTIMATE NO. 10 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 11/19/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/19/10 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 0.750 750.00 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 3.000 975.00 100.000 32,500.00 04 TEMPORARY FENCE (TYPE ESA) LF 4.2500 28,985.00 6,840.000 29,070.00 05 CONSTRUCTION SITE MANAGEMENT LS 185.0000 185.00 0.125 23.13 1.000 185.00 06 PREPARE STORM WATER POLLUTION LS 1,985.0000 1,985.00 0.090 178.65 1.000 1,985.00 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 16.000 4,800.00 10 STREET SWEEPING LS 24,000.0000 24,000.00 0.160 3,840.00 1.000 24,000.00 11 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.250 2,000.00 1.000 8,000.00 12 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000.00 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 250.00 10.000 250.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 0.080 880.00 1.000 11,000.00 15 TEMPORARY RAILING (TYPE K) LF 11.0000 37,400.00 3,220.000 35,420.00 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 2,087.500 8,871.88 18 REMOVE ROADSIDE SIGN EA 50.0000 300.00 6.000 300.00 6.000 300.00 19 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 13,750.00 4,197.700 10,494.25 20 REMOVE DOWNDRAIN LF 25.0000 3,500.00 136.000 3,400.00 21 RECONSTRUCT METAL BEAM GUARD RAILING LF 12.0000 17,520.00 982.500 11,790.00 (WOOD POST) 22 RESET ROADSIDE SIGN EA 200.0000 8,000.00 37.000 7,400.00 37.000 7,400.00 PROGRAM CAS145 PAGE 2 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 02:25 PM ESTIMATE NO. 10 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 11/19/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,882.400 39,035.36 24 CLEARING AND GRUBBING LS 27,500.0000 27,500.00 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 1.000 1,800.00 27 IMPORTED BORROW CY 22.0000 446,600.00 479.000 10,538.00 30,608.400 673,384.80 28 IMPORTED MATERIAL (SHOULDER BACKING) CY 65.0000 5,200.00 137.590 8,943.35 408.590 26,558.35 29 PLATE PILES (6 FEET) SQFT 6.5000 584,350.00 86,560.000 562,640.00 30 PLATE PILES (10 FEET) SQFT 14.0000 2,833,600.00 195,392.000 2,735,488.00 31 HIGHWAY PLANTING LS 47,500.0000 47,500.00 1.000 47,500.00 32 EROSION CONTROL (TYPE D) SQYD 0.9700 59,849.00 68,950.000 66,881.50 33 PLANT ESTABLISHMENT WORK LS 13,000.0000 13,000.00 0.080 1,040.00 0.110 1,430.00 34 IRRIGATION SYSTEM LS 41,250.0000 41,250.00 0.020 825.00 1.000 41,250.00 35 HOT MIX ASPHALT (TYPE A) TON 68.0000 326,400.00 5,621.240 382,244.32 36 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 210.00 315.000 315.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 4,140.00 5,556.000 5,556.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,720.00 4,939.000 4,939.00 39 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 459.00 33.680 454.68 33.680 454.68 (0.063"-UNFRAMED) 40 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 4.000 800.00 4.000 800.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 4.000 400.00 4.000 400.00 METHOD) 42 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 9,600.00 124.000 9,920.00 (.079" THICK) 43 12" STEEL FLARED END SECTION EA 70.0000 140.00 2.000 140.00 44 ROCK SLOPE PROTECTION CY 300.0000 1,200.00 4.000 1,200.00 (FACING, METHOD B) 45 SLOPE PAVING (CONCRETE) CY 630.0000 21,420.00 39.855 25,108.65 46 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 16.00 16.000 16.00 47 MINOR CONCRETE (MISCELLANEOUS CY 240.0000 108,000.00 563.000 135,120.00 CONSTRUCTION) 48 MISCELLANEOUS IRON AND STEEL LB 0.9000 2,790.00 3,107.000 2,796.30 3,107.000 2,796.30 F) 49 DELINEATOR (CLASS 1) EA 30.0000 840.00 36.000 1,080.00 36.000 1,080.00 PROGRAM CAS145 PAGE 3 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 02:25 PM ESTIMATE NO. 10 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 11/19/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 120.00 3.000 120.00 51 METAL BEAM GUARD RAILING (WOOD POST) LF 17.0000 30,600.00 1,823.500 30,999.50 52 TRANSITION RAILING (TYPE WB) EA 2,600.0000 10,400.00 4.000 10,400.00 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 1,100.00 3.000 1,650.00 54 END CAP (TYPE A) EA 65.0000 325.00 4.000 260.00 7.000 455.00 55 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,875.0000 5,750.00 2.000 5,750.00 56 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000.00 57 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,360.00 22,422.000 10,089.90 22,422.000 10,089.90 58 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 944.00 217.000 347.20 787.000 1,259.20 59 THERMOPLASTIC PAVEMENT MARKING SQFT 5.2500 3,412.50 732.000 3,843.00 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 1,540.00 436.000 1,678.60 436.000 1,678.60 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 62 ELECTRONIC MARKERS LS 1,585.0000 1,585.00 1.000 1,585.00 63 MODIFY LIGHTING AND SIGN ILLUMINATION LS 75,750.0000 75,750.00 1.000 75,750.00 PROGRAM CAS145 PAGE 4 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0304 TIME 02:25 PM ESTIMATE NO. 10 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 11/19/10 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 57,469.81 5,361,120.79 ADJUSTMENT OF COMPENSATION -1,124.84 34,829.85 EXTRA WORK 41,883.26 163,845.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 98,228.23 5,559,795.88 64 MOBILIZATION LS 155,000.0000 155,000.00 1.000 155,000.00 ORIGINAL CONTRACT AMOUNT 5,317,623.00 TOTAL WORK COMPLETED 98,228.23 5,714,795.88 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -30,609.75 TOTAL 88,228.23 5,684,186.13 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 11/01/11 105 174 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/10