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 08/26/10 EST. NO.13 TIME 09:48 AM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- 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 0001 189.83 E.W. @ F.A.(+) 043010 N 0097.0 0003 1,944.12 111109 Y 0099.0 0004 558.91 112009 Y 0100.0 0005 166.13 112409 Y 0101.0 0006 884.07 120109 Y 0102.0 0008 1,281.37 010510 Y 0104.0 0009 1,261.40 011110 Y 0105.0 0010 1,517.53 011410 Y 0106.0 0011 515.58 012110 Y 0107.0 0012 653.04 012710 Y 0108.0 0013 537.50 012810 Y 0109.0 0015 297.74 030310 Y 0111.0 0016 175.88 030410 Y 0112.0 0017 419.77 030910 Y 0113.0 0018 1,865.36 031010 Y 0114.0 0019 130.71 031110 Y 0115.0 0020 157.52 032210 Y 0116.0 0021 866.81 042110 Y 0117.0 0022 433.40 042210 Y 0118.0 0023 1,091.31 043010 Y 0119.0 0024 398.20 043010 Y 0120.0 0025 2,612.61 051010 Y 0121.0 0026 414.00 051210 Y 0122.0 0027 690.00 051810 Y 0123.0 004 0001 2,700.00 E.W. @ F.A.(+) 081909 Y 0125.0 0002 168.28 050410 Y 0126.0 0003 1,950.00 050410 Y 0127.0 0004 77.76 041510 Y 0130.0 005 0005 600.00 E.W. @ F.A.(+) 011410 Y 0128.0 0006 1,863.00 041410 Y 0129.0 006 0001 724.39 E.W. @ F.A.(+) 093009 Y 0131.0 0002 844.37 100909 Y 0132.0 0003 408.47 101209 Y 0133.0 0004 13.92 102709 Y 0134.0 0005 104.16 102809 Y 0135.0 0006 593.91 110209 Y 0136.0 0007 5.61 050510 Y 0137.0 0008 75.60 050610 Y 0138.0 010 0002 2,097.44 E.W. @ F.A.(+) 120809 Y 0140.0 0003 4,906.09 010810 Y 0141.0 0004 2,115.71 010810 Y 0141.1 011 0001 901.79 E.W. @ F.A.(+) 120709 Y 0142.0 0002 343.72 012910 Y 0143.0 0003 324.14 021910 Y 0144.0 0004 530.76 022510 Y 0145.0 0005 144.47 042210 Y 0146.0 40,556.38 TOTAL THIS ESTIMATE 199,103.44 TOTAL PREVIOUS ESTIMATE 239,659.82 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 08/26/10 EST. NO.13 TIME 09:48 AM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 12/09LTR -5,000.00 05 RETURN 12/09 DEDUCT 5,000.00 10 PER 08/10 LTR -10,000.00 13 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 LOCATION RERUN PROGRESS ESTIMATE 02-TEH-5-R22.2/R27.5 ----------------------- C C MYERS INC IN TEHAMA COUNTY IN AND NEAR RED 3286 FITZGERALD ROAD BLUFF FROM 5.3 MILES SOUTH OF ADOBE RANCHO CORDOVA CA 957426811 ROAD OVERCROSSING TO ADOBE ROAD OVERCROSSING FED. AID NO. SARR-058(336)E ,A-058(336)E BRIDGE DECK MAINTENANCE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.100 200.00 0.700 1,400.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 11,500.0000 2,070,000.00 23.000 264,500.00 156.000 1,794,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 3.0000 21,450.00 6,450.000 19,350.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 0.850 4,250.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.800 2,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 2.5000 1,250.00 500.000 1,250.00 3,470.000 8,675.00 08 TEMPORARY SILT FENCE LF 1.2000 1,560.00 665.000 798.00 09 TEMPORARY GRAVEL BAG BERM LF 8.0000 4,000.00 1,058.000 8,464.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 8,450.00 26.000 8,450.00 11 STREET SWEEPING LS 30,000.0000 30,000.00 0.100 3,000.00 0.750 22,500.00 12 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 60,000.00 11.000 16,500.00 82.000 123,000.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.900 13,500.00 14 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.090 6,750.00 0.900 67,500.00 15 TRAFFIC CONTROL SURVEILLANCE LS 1,500.0000 1,500.00 0.100 150.00 0.500 750.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 115,200.00 348,571.000 69,714.20 17 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 39,140.00 462.000 17,556.00 18 TEMPORARY PAVEMENT MARKER EA 3.0000 19,200.00 3,327.100 9,981.30 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 0.700 4,900.00 20 PORTABLE RADAR TRAILER LS 4,000.0000 4,000.00 0.100 400.00 0.800 3,200.00 21 TEMPORARY RAILING (TYPE K) LF 8.0000 478,400.00 48,821.000 390,568.00 22 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 6.000 1,800.00 287.000 86,100.00 PROGRAM CAS145 PAGE 2 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING LF 15.0000 73,800.00 4,918.000 73,770.00 24 REMOVE FLARED END SECTION EA 250.0000 1,500.00 5.000 1,250.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 3,900.00 13,141.000 3,942.30 STRIPE 26 REMOVE TRAFFIC STRIPE LF 0.3000 30,300.00 105,594.000 31,678.20 27 REMOVE EPOXY GRIT POLYMER OVERLAY SQFT 2.0000 26,316.00 0.000 0.00 28 REMOVE PAVEMENT MARKER EA 1.0000 1,480.00 1,787.000 1,787.00 29 REMOVE ROADSIDE SIGN EA 100.0000 2,400.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 55.0000 110.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000.00 32 REMOVE CULVERT LF 40.0000 6,400.00 2.500 100.00 156.000 6,240.00 33 REMOVE INLET EA 450.0000 6,750.00 15.000 6,750.00 34 REMOVE JUNCTION BOX EA 900.0000 900.00 1.000 900.00 35 RESET ROADSIDE SIGN (ONE POST) EA 180.0000 540.00 0.000 0.00 36 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 37 ADJUST INLET EA 2,250.0000 4,500.00 2.000 4,500.00 38 MODIFY INLET EA 2,500.0000 2,500.00 1.000 2,500.00 39 REMOVE UNSOUND CONCRETE CF 65.0000 64,090.00 0.000 0.00 40 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1700 29,113.52 0.000 0.00 41 CLEAN BRIDGE DECK SQFT 0.2000 1,428.80 0.000 0.00 42 REMOVE CRASH CUSHION (SAND FILLED) LS 5,000.0000 5,000.00 0.000 0.00 43 BRIDGE REMOVAL (PORTION) LS 280,000.0000 280,000.00 1.000 280,000.00 44 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 45 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.100 3,000.00 0.800 24,000.00 46 ROADWAY EXCAVATION CY 20.0000 1,586,000.00 22,246.000 444,920.00 65,715.800 1,314,316.00 47 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0.00 48 PRUNE EXISTING PLANTS LS 13,000.0000 13,000.00 0.500 6,500.00 0.500 6,500.00 49 EROSION CONTROL (TYPE D) SQYD 0.6000 39,240.00 53,666.100 32,199.66 PROGRAM CAS145 PAGE 3 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MAINTAIN EXISTING PLANTS LS 4,500.0000 4,500.00 0.000 0.00 51 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 52 EXTEND 8" CONDUIT LF 23.0000 4,140.00 180.000 4,140.00 53 CLASS 2 AGGREGATE BASE CY 21.0000 483,000.00 22,709.800 476,905.80 54 AGGREGATE BASE (APPROACH SLAB) CY 60.0000 3,540.00 0.000 0.00 55 LEAN CONCRETE BASE CY 100.0000 1,530,000.00 8,016.000 801,600.00 14,638.000 1,463,800.00 56 HOT MIX ASPHALT (TYPE A) TON 78.0000 2,340,000.00 2,500.000 195,000.00 28,937.020 2,257,087.56 57 SHOULDER RUMBLE STRIP STA 12.0000 6,840.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 58 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 270.00 0.000 0.00 59 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 60.00 0.000 0.00 60 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 27,100.00 13,122.000 13,122.00 61 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,000.00 0.000 0.00 62 PLACE HOT MIX ASPHALT SQYD 21.0000 36,750.00 309.790 6,505.59 (MISCELLANEOUS AREA) 63 TACK COAT TON 450.0000 14,850.00 14.780 6,651.00 64 CONCRETE PAVEMENT CY 140.0000 3,654,000.00 10,145.000 1,420,300.00 18,892.750 2,644,985.00 65 SHOULDER RUMBLE STRIP STA 55.0000 9,900.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 66 REPLACE CONCRETE PAVEMENT CY 353.0000 6,671,700.00 6,498.970 2,294,136.41 (RAPID STRENGTH CONCRETE) 67 SEAL PAVEMENT JOINT LF 3.0000 309,000.00 0.000 0.00 68 SEAL LONGITUDINAL ISOLATION JOINT LF 1.5000 122,700.00 0.000 0.00 69 BASE (RAPID STRENGTH CONCRETE) CY 255.0000 2,677,500.00 3,785.630 965,335.65 70 GRIND EXISTING CONCRETE SQYD 3.1000 517,700.00 0.000 0.00 PAVEMENT 71 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 351,000.00 0.000 0.00 (TYPE R) 72 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 45,200.00 40.200 40,200.00 F) 73 MINOR CONCRETE (BACKFILL) CY 300.0000 6,600.00 34.300 10,290.00 74 PAVING NOTCH EXTENSION CY 1,650.0000 14,850.00 0.000 0.00 75 CLEAN EXPANSION JOINT LF 4.0000 6,152.00 0.000 0.00 76 RAPID SETTING CONCRETE (PATCH) CF 70.0000 69,020.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH POLYESTER CONCRETE OVERLAY CF 62.0000 795,646.00 0.000 0.00 78 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.7500 128,442.00 0.000 0.00 F) 79 CORE TREATED BRIDGE DECK EA 60.0000 480.00 0.000 0.00 80 JOINT SEAL (MR 1/2") LF 15.0000 4,920.00 0.000 0.00 81 JOINT SEAL (MR 1") LF 16.0000 14,544.00 0.000 0.00 82 JOINT SEAL (MR 2") LF 40.0000 31,560.00 0.000 0.00 83 TREAT BRIDGE DECK SQFT 0.2500 1,786.00 0.000 0.00 F) 84 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 3,950.00 0.000 0.00 85 STRUCTURAL STEEL (BRIDGE) LB 8.0000 604,000.00 75,683.000 605,464.00 F) 86 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 87 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 332,000.00 30,540.000 152,700.00 88 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 16,600.00 30,540.000 7,635.00 89 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 6,160.00 0.000 0.00 90 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 3,220.00 0.000 0.00 91 FURNISH LAMINATED PANEL SIGN SQFT 15.0000 1,365.00 0.000 0.00 (2 1/2"-TYPE B) 92 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,430.00 0.000 0.00 (0.063"-UNFRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 216.00 0.000 0.00 (0.080"-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,600.00 0.000 0.00 (0.080"-FRAMED) 95 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,200.0000 108,000.00 46.000 55,200.00 90.000 108,000.00 (SIGN FOUNDATION) 96 ROADSIDE SIGN - ONE POST EA 235.0000 3,055.00 2.000 470.00 97 ROADSIDE SIGN - TWO POST EA 650.0000 2,600.00 0.000 0.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 50.00 0.000 0.00 METHOD) 99 INSTALL SIGN PANEL ON EXISTING FRAME EA 500.0000 1,000.00 7.000 3,500.00 00 INSTALL ROADSIDE SIGN EA 750.0000 2,250.00 0.000 0.00 (LAMINATED WOOD BOX POST) 01 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 150,000.0000 150,000.00 1.000 150,000.00 02 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 500,000.0000 500,000.00 1.000 500,000.00 03 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 5 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 22.0000 312,664.00 14,203.000 312,466.00 05 WORK AREA MONITORING LS 6,500.0000 6,500.00 0.360 2,340.00 06 18" REINFORCED CONCRETE PIPE LF 315.0000 13,860.00 44.000 13,860.00 07 24" REINFORCED CONCRETE PIPE LF 310.0000 22,320.00 72.000 22,320.00 08 36" REINFORCED CONCRETE PIPE LF 505.0000 12,120.00 24.000 12,120.00 09 42" REINFORCED CONCRETE PIPE LF 530.0000 10,600.00 20.000 10,600.00 10 23"X14" OVAL SHAPED REINFORCED CONCRETE LF 225.0000 4,050.00 18.000 4,050.00 PIPE 11 18" CORRUGATED STEEL PIPE (.109" THICK) LF 280.0000 4,480.00 8.000 2,240.00 16.000 4,480.00 12 24" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 4,800.00 16.000 4,800.00 13 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 85.0000 5,100.00 59.900 5,091.50 14 36" PRECAST CONCRETE PIPE INLET LF 415.0000 19,920.00 47.500 19,712.50 15 MINOR CONCRETE (CURB) CY 450.0000 8,100.00 0.000 0.00 16 MINOR CONCRETE (GUTTER DEPRESSION) CY 750.0000 1,800.00 0.000 0.00 17 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.0000 3,600.00 0.000 0.00 18 MISCELLANEOUS IRON AND STEEL LB 8.0000 70,568.00 326.000 2,608.00 8,821.000 70,568.00 F) 19 GRATE LOCKING DEVICE EA 150.0000 1,200.00 1.000 150.00 8.000 1,200.00 20 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 17,280.00 0.000 0.00 F) 21 DELINEATOR (CLASS 1) EA 40.0000 3,280.00 0.000 0.00 22 MILEPOST MARKER EA 50.0000 1,000.00 0.000 0.00 23 MARKER (CULVERT) EA 50.0000 1,150.00 0.000 0.00 24 OBJECT MARKER (TYPE L-1) EA 50.0000 1,000.00 0.000 0.00 25 METAL BEAM GUARD RAILING LF 18.0000 51,840.00 112.500 2,025.00 1,837.500 33,075.00 26 VEGETATION CONTROL (MINOR CONCRETE) SQYD 27.0000 57,510.00 29.540 797.58 27 CONCRETE BARRIER (EXTENTION) LF 380.0000 25,460.00 35.000 13,300.00 F) 28 DOUBLE METAL BEAM GUARD RAILING LF 22.0000 20,460.00 -112.500 -2,475.00 912.500 20,075.00 (WOOD POST) 29 TRANSITION RAILING (TYPE WB) EA 2,300.0000 69,000.00 15.000 34,500.00 30 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 3.000 1,800.00 11.000 6,600.00 PROGRAM CAS145 PAGE 6 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 1.000 2,400.00 4.000 9,600.00 32 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 1.000 2,100.00 5.000 10,500.00 33 ALTERNATIVE CRASH CUSHION EA 8,400.0000 117,600.00 1.000 8,400.00 15.000 126,000.00 34 CONCRETE BARRIER (MODIFIED TYPE 60) LF 280.0000 145,600.00 0.000 0.00 35 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 36,250.00 0.000 0.00 36 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 4,095.00 0.000 0.00 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,602.00 0.000 0.00 (BROKEN 12-3) 38 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 6,380.00 0.000 0.00 (BROKEN 36-12) 39 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 173.00 0.000 0.00 (BROKEN 17-7) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,700.00 0.000 0.00 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.900 900.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 42 LIGHTING AND SIGN ILLUMINATION LS 60,000.0000 60,000.00 0.550 33,000.00 1.000 60,000.00 43 HIGHWAY ADVISORY RADIO SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 44 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000.00 1.000 30,000.00 PROGRAM CAS145 PAGE 7 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 09:48 AM ESTIMATE NO. 13 BID OPENING 06/02/09 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: BLINE, JEFF DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,309,943.00 17,113,973.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,556.38 239,659.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,350,499.38 17,353,633.07 45 MOBILIZATION LS 950,000.0000 950,000.00 0.050 47,500.00 1.000 950,000.00 ORIGINAL CONTRACT AMOUNT 29,211,926.32 TOTAL WORK COMPLETED 3,397,999.38 18,303,633.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 3,387,999.38 18,293,633.07 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 07/08/09 180 08/12/09 08/24/09 10/27/10 138 109 0 0 61% 77% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/10