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 09/21/09 EST. NO.33 TIME 08:35 AM R.E. NAME: KRAFT, DAN 01-4146V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 022 0022 2,504.34 E.W. @ F.A.(+) 071509 N 0746.0 060 0073 1,869.57 E.W. @ F.A.(+) 073009 N 0737.0 0074 1,145.88 080309 N 0738.0 0075 1,869.57 073109 N 0736.0 0076 6,850.71 071409 N 0742.0 0077 7,582.77 073009 N 0751.0 0078 6,729.38 073109 N 0752.0 0079 1,593.25 072709 N 0749.0 0080 8,899.98 072909 N 0750.0 0081 528.23 082909 N 0754.0 0082 1,561.31 082809 N 0755.0 0083 1,459.01 080409 N 0756.0 0084 8,895.32 080409 N 0759.0 0085 7,761.14 080509 N 0760.0 0086 6,770.29 080609 N 0761.0 0087 4,186.87 081909 N 0766.0 0088 7,909.04 080309 N 0758.0 0089 508.25 081909 N 0771.0 064 0001-1 -3,271.27 E.W. @ F.A.(+) 071409 N 0707.0 DAO CORRECTING ENTRY 0001-2 3,168.64 071409 N 0707.0 DAO CORRECTING ENTRY 0005 8,614.76 070809 N 0739.0 0005-1 -8,614.76 070809 N 0739.0 DAO CORRECTING ENTRY 0005-2 8,614.76 070809 N 0739.0 DAO CORRECTING ENTRY 0005-3 -8,614.76 070809 N 0739.0 DAO CORRECTING ENTRY 0005-4 7,558.97 070809 N 0739.0 DAO CORRECTING ENTRY 0007 6,373.97 070909 N 0740.0 0008 3,202.89 071509 N 0741.0 0010 7,558.13 072809 N 0753.0 068 0002 1,869.57 E.W. @ F.A.(+) 081109 N 0744.0 0003 1,781.93 081009 N 0745.0 0004 1,869.57 081309 N 0747.0 0005 1,869.57 081209 N 0748.0 0006 7,661.12 081009 N 0762.0 0009 1,869.57 083109 N 0757.0 0010 304.95 081109 N 0770.0 120,442.52 TOTAL THIS ESTIMATE 3,009,893.44 TOTAL PREVIOUS ESTIMATE 3,130,335.96 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 09/21/09 EST. NO.33 TIME 08:35 AM R.E. NAME: KRAFT, DAN 01-4146V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-ACCEPTABLE CPM -100,000.00 04 CPM UPDATE -327,473.18 05 CPM RECEIVED 427,473.18 06 RADAR PLS OUT STATE -5,000.00 22 MISSING CPM UPDATE -25,000.00 32 MISSING SUPP REPORTS -10,000.00 32 0.00 -40,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 07 REC'D FORM 1391 10,000.00 12 FHWA FORM 1391 -10,000.00 20 RECEIVED FHWA 1391 10,000.00 21 MISSING FHWA 1390 -10,000.00 32 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/07 -1,000.00 02 REC'D PAYROLLS 1,000.00 03 PER LTR DATED 8/07 -10,000.00 07 RECV'D PAYROLLS 10,000.00 08 PER LTR 10/07 -5,000.00 10 REC'D 10/07 5,000.00 11 PER LTR DATED 3/08 -2,000.00 15 RTN 03/08 DEDUCT 2,000.00 16 PER LTR DATED 7/08 -6,000.00 19 PER LTR 08/08 -4,000.00 20 RTN 07/08 DEDUCT 6,000.00 20 PER LTR DATED 9/08 -3,000.00 21 RTN 9/08 DEDUCT 3,000.00 22 RTN 08/08 DEDUCT 4,000.00 23 PER LTR 01/09 -3,000.00 25 RTN 01/09 DEDUCT 3,000.00 26 PER LTR DATED 4/09 -1,000.00 28 RTN 4/09 DEDUCT 1,000.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 LOCATION RERUN PROGRESS ESTIMATE 01-LAK-20-38.5/42.0 ----------------------- ARGONAUT CONSTRUCTORS IN LAKE COUNTY ABOUT 20 KM EAST OF P O BOX 639 CLEARLAKE OAKS FROM 2.2 KM EAST SANTA ROSA CA 95402 OF NORTH FORK CACHE CREEK BRIDGE TO 2.7 KM WEST OF WALKER RIDGE ROAD FED. AID NO. ACST-P020(142)E ,PH-P020(142)E REHABILITATE ROADWAY AND REALIGN ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.750 6,750.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 350,000.00 19.000 19,000.00 349.000 349,000.00 03 TEMPORARY FENCE (TYPE ESA) M 13.2000 24,552.00 667.100 8,805.72 04 DUST MITIGATION PLAN LS 1,350.0000 1,350.00 1.000 1,350.00 05 HEALTH AND SAFETY PLAN LS 3,600.0000 3,600.00 1.000 3,600.00 06 PREPARE STORM WATER POLLUTION LS 10,125.0000 10,125.00 0.750 7,593.75 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.020 1,200.00 1.000 60,000.00 08 TEMPORARY FIBER ROLL M 10.0000 31,500.00 1,073.860 10,738.60 09 TEMPORARY SILT FENCE M 9.0000 9,630.00 1,252.300 11,270.70 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 10,000.00 2.000 10,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 1.250 4,375.00 12 TEMPORARY COVER M2 16.0000 64,000.00 109.000 1,744.00 13 TEMPORARY STRAW BALE BARRIER M 20.0000 23,200.00 57.000 1,140.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 8,250.00 6.000 4,500.00 15 TEMPORARY HYDRAULIC MULCH KG 2.6000 8,112.00 6,804.000 17,690.40 (BONDED FIBER MATRIX) 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 S) 17 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.040 4,200.00 1.000 105,000.00 S) 18 TYPE III BARRICADE EA 60.0000 600.00 0.000 0.00 19 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 24,300.00 174.000 5,220.00 20 PORTABLE DELINEATOR EA 20.0000 3,800.00 18.000 360.00 21 FLASHING BEACON (PORTABLE) EA 750.0000 7,500.00 2.000 1,500.00 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 40,000.00 0.065 650.00 2.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 50.0000 345,000.00 6,123.890 306,194.50 24 TEMPORARY CRASH CUSHION MODULE EA 267.3000 117,612.00 322.000 86,070.60 25 TEMPORARY CRASH CUSHION (ADIEM) EA 267.3000 2,405.70 6.000 1,603.80 26 OBLITERATE SURFACING M2 1.9000 4,465.00 2,350.000 4,465.00 27 REMOVE MARKER EA 25.0000 2,500.00 6.000 150.00 106.000 2,650.00 28 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,600.00 742.730 14,854.60 29 REMOVE FLARED END SECTION EA 400.0000 1,200.00 2.000 800.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 90,000.00 3,353.000 13,412.00 STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 30,400.00 4,559.900 9,119.80 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 70.0000 1,330.00 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 2.5000 5,400.00 766.000 1,915.00 34 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,500.00 12.000 1,800.00 35 REMOVE ASPHALT CONCRETE DIKE M 10.0000 29,300.00 420.000 4,200.00 36 REMOVE CULVERT M 220.0000 33,000.00 85.200 18,744.00 37 REMOVE INLET EA 350.0000 2,450.00 6.000 2,100.00 38 REMOVE HEADWALL EA 1,100.0000 7,700.00 7.000 7,700.00 39 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 2,400.00 2.000 600.00 40 RELOCATE ROADSIDE SIGN (WOOD POST) EA 300.0000 2,100.00 5.000 1,500.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.4000 4,576.00 1,504.500 6,619.80 S) 42 CLEARING AND GRUBBING LS 126,000.0000 126,000.00 1.000 126,000.00 43 ROADWAY EXCAVATION M3 28.0000 3,752,000.00 134,043.400 3,753,215.20 44 ROADWAY EXCAVATION AND DISPOSAL OF M3 1,000.0000 18,000.00 0.000 0.00 NATURALLY OCCURRING ASBESTOS MATERIAL 45 LEAD COMPLIANCE PLAN LS 3,780.0000 3,780.00 1.000 3,780.00 46 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 41.1000 14,796.00 360.000 14,796.00 F) 47 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 3,416.2000 6,832.40 2.000 6,832.40 F) 48 LEAN CONCRETE BACKFILL M3 160.0000 52,000.00 325.000 52,000.00 F) 49 DITCH EXCAVATION M3 11.2000 14,784.00 1,355.100 15,177.12 PROGRAM CAS145 PAGE 3 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED MATERIAL (SHOULDER BACKING) TONN 48.2000 131,586.00 2,397.460 115,557.57 51 WEED CONTROL MAT (FIBER) M2 50.0000 60,500.00 1,291.710 64,585.50 52 STRAW (EROSION CONTROL) TONN 620.0000 9,920.00 7.430 4,606.60 S) 53 FIBER (EROSION CONTROL) KG 0.6000 7,200.00 6,051.600 3,630.96 S) 54 FIBER ROLLS M 11.0000 69,190.00 8,626.300 94,889.30 55 COMPOST (EROSION CONTROL) M3 520.0000 6,240.00 5.290 2,750.80 S) 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 3.000 6,000.00 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 87.0000 67,860.00 432.660 37,641.42 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5500 660.00 636.860 350.27 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.1000 1,470.00 401.750 843.68 S) 60 CLASS 2 AGGREGATE BASE M3 73.0000 1,262,900.00 15,803.300 1,153,640.90 61 REPLACE ASPHALT CONCRETE SURFACING M3 244.1000 197,721.00 1,833.140 447,469.47 62 ASPHALT CONCRETE (TYPE A) TONN 83.0000 2,490,000.00 30,213.350 2,507,708.05 63 ASPHALT CONCRETE (OPEN GRADED) TONN 90.0000 409,500.00 3,865.960 347,936.40 64 PAVING ASPHALT (BINDER-PAVEMENT TONN 534.6000 3,742.20 5.000 2,673.00 REINFORCING FABRIC) 65 PAVEMENT REINFORCING FABRIC M2 10.0000 98,100.00 7,924.400 79,244.00 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 450.0000 67,500.00 75.000 33,750.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 4,650.00 1,764.000 5,292.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 255.00 304.300 912.90 69 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 510.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 7,740.00 3,211.300 9,633.90 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 450.00 335.300 1,005.90 72 CENTERLINE RUMBLE STRIP STA 250.0000 14,000.00 149.000 37,250.00 170.700 42,675.00 (AC, GROUND-IN-INDENTATIONS) 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 124.4000 16,172.00 44.240 5,503.46 74 STEEL SOLDIER PILE (W250 X 115) M 250.0000 329,500.00 1,583.320 395,830.00 F) 75 900 MM DRILLED HOLE M 620.0000 417,880.00 814.820 505,188.40 F) 76 TIEBACK ANCHOR EA 6,100.0000 1,213,900.00 201.000 1,226,100.00 S) PROGRAM CAS145 PAGE 4 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 2,000.0000 730,000.00 0.000 0.00 F) 78 CLASS 1 CONCRETE (BACKFILL) M3 275.0000 28,875.00 197.000 54,175.00 F) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 72,000.00 19.810 59,430.00 F) 80 MINOR CONCRETE (INVERT PAVING) M3 1,300.0000 54,600.00 26.130 33,969.00 F) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 174,716.00 56,360.000 174,716.00 S) 82 ROADSIDE SIGN - ONE POST EA 400.0000 2,400.00 8.000 3,200.00 83 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0.00 84 TIMBER LAGGING M3 2,650.0000 498,200.00 188.000 498,200.00 F) 85 600 MM REINFORCED CONCRETE PIPE M 675.0000 40,500.00 58.930 39,777.75 86 900 MM REINFORCED CONCRETE PIPE M 750.0000 11,250.00 14.640 10,980.00 87 450 MM CORRUGATED STEEL PIPE M 1,100.0000 2,860.00 4.100 4,510.00 (1.63 MM THICK) 88 450 MM CORRUGATED STEEL PIPE M 600.0000 9,600.00 0.000 0.00 (2.01 MM THICK) 89 450 MM CORRUGATED STEEL PIPE M 950.0000 5,700.00 13.220 12,559.00 (2.77 MM THICK) 90 600 MM CORRUGATED STEEL PIPE M 500.0000 40,000.00 64.700 32,350.00 (2.77 MM THICK) 91 900 MM CORRUGATED STEEL PIPE M 1,100.0000 25,300.00 22.760 25,036.00 (2.77 MM THICK) 92 1200 MM CORRUGATED STEEL PIPE M 1,800.0000 43,200.00 12.100 21,780.00 (2.77 MM THICK) 93 450 MM SLOTTED CORRUGATED STEEL PIPE M 285.0000 14,250.00 0.000 0.00 (2.01 MM THICK) 94 200 MM PERFORATED PLASTIC M 200.0000 60,000.00 540.300 108,060.00 PIPE UNDERDRAIN 95 FURNISH AND INSTALL DRAIN PIPE M 4.5000 6,885.00 1,509.090 6,790.91 (HORIZONTAL DRAIN) 96 DRILL HOLE (HORIZONTAL DRAIN) M 60.0000 84,000.00 1,461.790 87,707.40 97 HORIZONTAL DRAIN CONNECTOR UNIT EA 65.0000 4,940.00 36.000 2,340.00 98 GEOMEMBRANE (WATER BARRIER) M2 40.0000 36,000.00 1,072.540 42,901.60 99 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 135.0000 18,900.00 184.930 24,965.55 (1.63 MM THICK) 00 300 MM ANCHOR ASSEMBLY EA 240.0000 2,400.00 27.000 6,480.00 01 1200 MM CORRUGATED STEEL PIPE INLET M 1,550.0000 3,410.00 2.150 3,332.50 (2.77 MM THICK) 02 450 MM STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 03 1200 MM STEEL FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM CONCRETE FLARED END SECTION EA 700.0000 1,400.00 1.000 700.00 05 900 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 06 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 125.0000 9,500.00 89.950 11,243.75 07 ROCK SLOPE PROTECTION TONN 100.0000 32,000.00 273.640 27,364.00 (BACKING NO. 2, METHOD B) 08 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 95.0000 10,450.00 38.100 3,619.50 09 GABION M3 400.0000 14,800.00 62.400 24,960.00 10 MINOR CONCRETE (DITCH LINING) M3 1,000.0000 16,000.00 13.900 13,900.00 11 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,800.00 0.000 0.00 12 MISCELLANEOUS IRON AND STEEL KG 6.0000 9,402.00 108.000 648.00 F) 13 CHAIN LINK FENCE (TYPE CL-1.2, M 120.0000 14,400.00 123.900 14,868.00 S) VINYL-CLAD) 14 DELINEATOR (CLASS 1) EA 30.0000 7,800.00 155.000 4,650.00 15 HIGHWAY POST MARKER EA 30.0000 480.00 12.000 360.00 16 UNDERDRAIN MARKER EA 30.0000 90.00 10.000 300.00 17 MARKER (CULVERT) EA 30.0000 2,520.00 70.000 2,100.00 18 GUARD RAILING DELINEATOR EA 20.0000 620.00 36.000 720.00 19 OBJECT MARKER (TYPE L-1) EA 30.0000 510.00 7.000 210.00 20 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 57,750.00 800.000 60,000.00 S) 21 END CAP (TYPE C) EA 500.0000 1,000.00 1.000 500.00 S) 22 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 23 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 1,000.00 1.000 1,000.00 S) 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 43,500.00 23.000 34,500.00 S) 25 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 1,500.00 6.120 367.20 6.120 367.20 S) 26 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 31,050.00 29,434.100 39,736.04 S) (SPRAYABLE) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 33,640.00 19,985.000 28,978.25 22,730.000 32,958.50 S) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 3,883.00 2,898.000 3,187.80 3,338.000 3,671.80 S) (BROKEN 10.98 M - 3.66 M) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 3,330.00 2,944.000 13,248.00 S) 30 PAVEMENT MARKER EA 10.0000 17,300.00 1,430.000 14,300.00 1,690.000 16,900.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SOLAR RADAR SPEED FEEDBACK SIGN LS 26,000.0000 26,000.00 0.950 24,700.00 S) (LOCATION 1) 32 SOLAR RADAR SPEED FEEDBACK SIGN WALL) LS 22,500.0000 22,500.00 0.950 21,375.00 S) (LOCATION 2) PROGRAM CAS145 PAGE 7 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 08:35 AM ESTIMATE NO. 33 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 109,283.25 13,801,067.97 ADJUSTMENT OF COMPENSATION 0.00 307,728.49 EXTRA WORK 120,442.52 2,822,607.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,725.77 16,931,403.93 33 MOBILIZATION LS 1212,000.0000 1,212,000.00 1.000 1,212,000.00 ORIGINAL CONTRACT AMOUNT 15,969,207.30 TOTAL WORK COMPLETED 229,725.77 18,143,403.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50,000.00 TOTAL 229,725.77 18,093,403.93 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 09/14/06 350 02/12/07 09/29/06 10/01/09 348 391 0 0 96% 99% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/09/09. KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/09