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 05/24/11 EST. NO.22 TIME 11:12 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 0002 2,312.77 E.W. @ F.A.(+) 082809 Y 0098.0 0014 265.60 012810 Y 0110.0 0052 489.88 080410 Y 0292.0 0053 167.86 092710 Y 0293.0 0054 288.46 080210 Y 0290.0 0055 450.71 080310 Y 0291.0 005 0007-1 -67.03 E.W. @ F.A.(+) 011410 Y 0171.0 DAO CORRECTING ENTRY 006 0017 551.47 E.W. @ F.A.(+) 050510 Y 0294.0 009 0010 411.01 E.W. @ F.A.(+) 042310 Y 0295.0 010 0008 163.05 E.W. @ F.A.(+) 120909 Y 0219.0 011 0007 277.23 E.W. @ F.A.(+) 101609 Y 0248.0 0008 78.22 102009 Y 0249.0 0009 117.33 102109 Y 0250.0 0010 206.82 111709 Y 0251.0 0011 557.67 112509 Y 0252.0 0012 246.82 113009 Y 0253.0 0013 707.07 120409 Y 0254.0 0014 92.48 062910 Y 0296.0 0015 170.11 030811 Y 0297.0 0016 243.66 031811 Y 0298.0 0017 123.82 032011 Y 0299.0 0018 108.01 032211 Y 0300.0 0019 135.23 032311 Y 0301.0 012 0015 3,558.12 E.W. @ F.A.(+) 031111 Y 0258.0 0016 2,541.76 031411 Y 0259.0 017 0001 1,232.93 E.W. @ F.A.(+) 051210 Y 0268.0 0003 2,285.45 052410 Y 0270.0 0004 1,740.91 052510 Y 0271.0 0005 1,805.91 052610 Y 0272.0 0006 1,483.44 052710 Y 0273.0 0009 937.72 060210 Y 0276.0 0011 773.61 060410 Y 0278.0 0017 1,762.93 060410 Y 0284.0 0020 140.39 081710 Y 0287.0 26,361.42 TOTAL THIS ESTIMATE 630,854.89 TOTAL PREVIOUS ESTIMATE 657,216.31 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 05/24/11 EST. NO.22 TIME 11:12 AM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -10,000.00 14 MISSING 2010 CEM4401 -10,000.00 19 0.00 -20,000.00 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 PER LTR DATED 9/10 -7,000.00 14 PER LTR DATED 2/11 -5,000.00 19 RETURN DEDUCT 8/10 10,000.00 19 RETURN DEDUCT 9/10 7,000.00 19 PER LTR DATED 3/11 -5,000.00 20 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 LOCATION 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 0.900 1,800.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 11,500.0000 2,070,000.00 176.010 2,024,115.00 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 0.050 250.00 0.950 4,750.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.910 2,275.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 2.5000 1,250.00 4,662.000 11,655.00 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 1,443.500 11,548.00 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 0.950 28,500.00 12 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 60,000.00 5.000 7,500.00 121.000 181,500.00 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 0.020 1,500.00 0.970 72,750.00 15 TRAFFIC CONTROL SURVEILLANCE LS 1,500.0000 1,500.00 0.050 75.00 0.900 1,350.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 115,200.00 348,571.000 69,714.20 17 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 39,140.00 769.000 29,222.00 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 0.910 6,370.00 20 PORTABLE RADAR TRAILER LS 4,000.0000 4,000.00 0.040 160.00 0.950 3,800.00 21 TEMPORARY RAILING (TYPE K) LF 8.0000 478,400.00 67,281.000 538,248.00 22 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 329.000 98,700.00 PROGRAM CAS145 PAGE 2 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,191.000 77,865.00 24 REMOVE FLARED END SECTION EA 250.0000 1,500.00 6.000 1,500.00 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 -45,349.000 -13,604.70 102,344.000 30,703.20 27 REMOVE EPOXY GRIT POLYMER OVERLAY SQFT 2.0000 26,316.00 13,158.000 26,316.00 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 2.000 200.00 4.000 400.00 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 6,400.00 160.000 6,400.00 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 1.000 200.00 1.000 200.00 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 8.000 520.00 40 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1700 29,113.52 35,856.000 6,095.52 41 CLEAN BRIDGE DECK SQFT 0.2000 1,428.80 7,144.000 1,428.80 42 REMOVE CRASH CUSHION (SAND FILLED) LS 5,000.0000 5,000.00 1.000 5,000.00 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 0.900 27,000.00 46 ROADWAY EXCAVATION CY 20.0000 1,586,000.00 88,576.100 1,771,522.00 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 1.000 13,000.00 49 EROSION CONTROL (TYPE D) SQYD 0.6000 39,240.00 91,580.100 54,948.06 PROGRAM CAS145 PAGE 3 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,250.00 0.500 2,250.00 51 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.570 28,500.00 0.900 45,000.00 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 27,101.800 569,137.80 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 19,161.500 1,916,150.00 56 HOT MIX ASPHALT (TYPE A) TON 78.0000 2,340,000.00 49.220 3,839.16 32,863.510 2,563,353.78 57 SHOULDER RUMBLE STRIP STA 12.0000 6,840.00 111.130 1,333.56 (HMA,GROUND-IN INDENTATIONS) 58 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 270.00 38.000 38.00 266.000 266.00 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 9,079.000 9,079.00 26,862.000 26,862.00 61 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,000.00 60.000 60.00 1,042.000 1,042.00 62 PLACE HOT MIX ASPHALT SQYD 21.0000 36,750.00 1,001.990 21,041.79 (MISCELLANEOUS AREA) 63 TACK COAT TON 450.0000 14,850.00 33.000 14,850.00 64 CONCRETE PAVEMENT CY 140.0000 3,654,000.00 31,083.250 4,351,655.00 65 SHOULDER RUMBLE STRIP STA 55.0000 9,900.00 308.260 16,954.30 (PCC, GROUND-IN INDENTATIONS) 66 REPLACE CONCRETE PAVEMENT CY 353.0000 6,671,700.00 21,371.930 7,544,291.29 (RAPID STRENGTH CONCRETE) 67 SEAL PAVEMENT JOINT LF 3.0000 309,000.00 31,333.000 93,999.00 92,981.000 278,943.00 68 SEAL LONGITUDINAL ISOLATION JOINT LF 1.5000 122,700.00 15,220.980 22,831.47 69 BASE (RAPID STRENGTH CONCRETE) CY 255.0000 2,677,500.00 11,446.000 2,918,730.00 70 GRIND EXISTING CONCRETE SQYD 3.1000 517,700.00 14,465.810 44,844.01 180,671.810 560,082.61 PAVEMENT 71 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 351,000.00 566.000 339,600.00 (TYPE R) 72 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 45,200.00 44.200 44,200.00 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 9.000 14,850.00 75 CLEAN EXPANSION JOINT LF 4.0000 6,152.00 102.000 408.00 102.000 408.00 76 RAPID SETTING CONCRETE (PATCH) CF 70.0000 69,020.00 8.000 560.00 PROGRAM CAS145 PAGE 4 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,062.250 251,859.50 78 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.7500 128,442.00 35,754.000 26,815.50 F) 79 CORE TREATED BRIDGE DECK EA 60.0000 480.00 0.000 0.00 80 JOINT SEAL (MR 1/2") LF 15.0000 4,920.00 236.000 3,540.00 236.000 3,540.00 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 7,144.000 1,786.00 F) 84 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 3,950.00 88.000 4,400.00 85 STRUCTURAL STEEL (BRIDGE) LB 8.0000 604,000.00 75,500.000 604,000.00 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 66,330.000 331,650.00 88 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 16,600.00 66,330.000 16,582.50 89 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 6,160.00 433.400 6,067.60 90 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 3,220.00 138.100 3,176.30 138.100 3,176.30 91 FURNISH LAMINATED PANEL SIGN SQFT 15.0000 1,365.00 91.000 1,365.00 91.000 1,365.00 (2 1/2"-TYPE B) 92 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,430.00 119.000 1,309.00 119.000 1,309.00 (0.063"-UNFRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 216.00 18.000 216.00 18.000 216.00 (0.080"-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,600.00 173.500 3,470.00 173.500 3,470.00 (0.080"-FRAMED) 95 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,200.0000 108,000.00 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 1.000 650.00 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 2.000 1,500.00 3.000 2,250.00 (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 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 6,500.00 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 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 23.980 10,791.00 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 2,125.030 19,125.27 18 MISCELLANEOUS IRON AND STEEL LB 8.0000 70,568.00 8,821.000 70,568.00 F) 19 GRATE LOCKING DEVICE EA 150.0000 1,200.00 8.000 1,200.00 20 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 17,280.00 2,160.000 17,280.00 F) 21 DELINEATOR (CLASS 1) EA 40.0000 3,280.00 23.000 920.00 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 2.000 100.00 25 METAL BEAM GUARD RAILING LF 18.0000 51,840.00 2,881.200 51,861.60 26 VEGETATION CONTROL (MINOR CONCRETE) SQYD 27.0000 57,510.00 947.790 25,590.33 2,345.460 63,327.42 27 CONCRETE BARRIER (EXTENTION) LF 380.0000 25,460.00 70.500 26,790.00 F) 28 DOUBLE METAL BEAM GUARD RAILING LF 22.0000 20,460.00 912.500 20,075.00 (WOOD POST) 29 TRANSITION RAILING (TYPE WB) EA 2,300.0000 69,000.00 30.000 69,000.00 30 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 12.000 7,200.00 PROGRAM CAS145 PAGE 6 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 12,000.00 32 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 14.000 29,400.00 33 ALTERNATIVE CRASH CUSHION EA 8,400.0000 117,600.00 18.000 151,200.00 34 CONCRETE BARRIER (MODIFIED TYPE 60) LF 280.0000 145,600.00 519.000 145,320.00 35 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 36,250.00 116,722.000 29,180.50 36 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 4,095.00 4,069.000 2,848.30 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,602.00 2,590.000 1,554.00 (BROKEN 12-3) 38 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 6,380.00 68,005.000 6,800.50 (BROKEN 36-12) 39 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 173.00 1,510.000 151.00 (BROKEN 17-7) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,700.00 2,405.000 4,810.00 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 42 LIGHTING AND SIGN ILLUMINATION LS 60,000.0000 60,000.00 1.000 60,000.00 43 HIGHWAY ADVISORY RADIO SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 44 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000.00 PROGRAM CAS145 PAGE 7 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 11:12 AM ESTIMATE NO. 22 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 05/20/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 219,464.10 30,127,336.97 ADJUSTMENT OF COMPENSATION 0.00 77,671.95 EXTRA WORK 26,361.42 579,544.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 245,825.52 30,784,553.28 45 MOBILIZATION LS 950,000.0000 950,000.00 1.000 950,000.00 ORIGINAL CONTRACT AMOUNT 29,211,926.32 TOTAL WORK COMPLETED 245,825.52 31,734,553.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 245,825.52 31,704,553.28 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 07/05/11 189 245 15 0 95% 97% PROGRESS IS SATISFACTORY BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/11