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 06/23/11 EST. NO.06 TIME 01:04 PM R.E. NAME: SEALEY, HERMAN 04-4470U4 --------------------------------------------------------------------------- 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 0008 56.30 E.W. @ F.A.(+) 021411 N 0006.1 0010 6,083.77 022311 N 0026.0 0010-1 -6,083.77 022311 N 0026.0 DAO CORRECTING ENTRY 0010-2 5,533.64 022311 N 0026.0 DAO CORRECTING ENTRY 0011 4,112.20 022811 N 0027.0 0013 3,046.22 032111 N 0029.0 0016 350.52 032511 N 0032.0 0017 19,794.20 031711 N 0031.0 0018 811.17 021111 N 0038.0 0019 953.44 032411 N 70.0 0 007 0001 957.00 E.W. @ F.A.(+) 011011 N 0009.0 0002 3,240.68 011211 N 0010.0 0003 4,174.96 011311 N 0011.0 0005 1,349.69 011411 N 0013.0 0007 1,673.15 011811 N 0015.0 0009 3,070.72 012011 N 0017.0 0013 6,080.29 012511 N 0021.0 0014 3,520.00 012511 N 0023.0 0016 1,980.00 012211 N 0039.0 011 0001 24,978.06 A.C. @ U.P.(+) 061511 N 0001 0 013 0001 1,843.88 E.W. @ F.A.(+) 031711 N 0033.0 87,526.12 TOTAL THIS ESTIMATE 67,534.62 TOTAL PREVIOUS ESTIMATE 155,060.74 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 06/23/11 EST. NO.06 TIME 01:04 PM R.E. NAME: SEALEY, HERMAN 04-4470U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATECLOSURE CTLTR186 -25,200.00 05 0.00 -25,200.00 LABOR COMPLIANCE VIOLATION PERCTLETTER 03-07-11 -1,000.00 03 PER CTLETTER23-07-11 -3,000.00 04 RETURN LCV EST #3 1,000.00 05 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -28,200.00 PROGRAM CAS145 PAGE 1 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 LOCATION RERUN PROGRESS ESTIMATE 04-CC-680-0.0/12.8 ----------------------- BAY CITIES PAVING AND GRADING IN CONTRA COSTA COUNTY FROM ALCOSTA INC BOULEVARD OVERCROSSING TO 0.2 MILE 5029 FORNI DRIVE NORTH OF RUDGEAR ROAD UNDERCROSSING CONCORD CA 94520 FED. AID NO. ACIM-680-1(67)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,090.0000 5,090.00 0.250 1,272.50 0.500 2,545.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 776,730.0000 776,730.00 0.050 38,836.50 0.160 124,276.80 04 TEMPORARY FENCE (TYPE ESA) LF 1.9600 56,448.00 27,755.000 54,399.80 05 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 2,650.0000 204,050.00 77.000 204,050.00 WITH STANDARD GUTTER DEPRESSION (TYPE 1) 06 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 3,856.0000 61,696.00 16.000 61,696.00 WITH STANDARD GUTTER DEPRESSION (TYPE 2) 07 PUBLIC SAFETY PLAN LS 5,150.0000 5,150.00 1.000 5,150.00 08 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.050 750.00 0.350 5,250.00 09 PREPARE STORM WATER POLLUTION LS 3,307.0000 3,307.00 0.040 132.28 0.670 2,215.69 PREVENTION PLAN 10 TEMPORARY DRAINAGE INLET PROTECTION EA 185.4000 96,408.00 288.000 53,395.20 11 STREET SWEEPING LS 10,300.0000 10,300.00 0.300 3,090.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,360.0000 12,360.00 0.100 1,236.00 0.150 1,854.00 13 CONSTRUCTION AREA SIGNS LS 40,170.0000 40,170.00 0.130 5,222.10 0.700 28,119.00 14 TRAFFIC CONTROL SYSTEM LS 962,600.0000 962,600.00 0.050 48,130.00 0.450 433,170.00 15 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5800 2,838.00 1,133.000 2,923.14 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3600 28,188.00 126,655.000 45,595.80 17 CHANNELIZER (SURFACE MOUNTED) EA 28.8400 5,768.00 35.000 1,009.40 18 TEMPORARY PAVEMENT MARKER EA 3.6100 70,756.00 19,837.000 71,611.57 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,050.0000 36,050.00 0.100 3,605.00 0.420 15,141.00 20 TEMPORARY RAILING (TYPE K) LF 2.8500 493,050.00 16,800.000 47,880.00 127,100.000 362,235.00 21 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 22 TEMPORARY CRASH CUSHION MODULE EA 180.2500 93,730.00 38.000 6,849.50 288.000 51,912.00 PROGRAM CAS145 PAGE 2 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 NOISE MONITORING LS 500.0000 500.00 0.500 250.00 0.500 250.00 24 VIBRATION MONITORING LS 22,866.0000 22,866.00 0.100 2,286.60 0.200 4,573.20 25 REMOVE METAL BEAM GUARD RAILING LF 6.1800 58,092.00 96.200 594.52 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3600 20,088.00 340.000 122.40 56,140.000 20,210.40 STRIPE 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 14,580.00 56,077.000 20,187.72 91,032.000 32,771.52 28 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5500 1,565.50 1,133.000 1,756.15 29 REMOVE PAVEMENT MARKER EA 1.0300 17,510.00 9,456.000 9,739.68 26,378.000 27,169.34 30 REMOVE ROADSIDE SIGN (METAL POST) EA 51.5000 1,287.50 1.000 51.50 31 REMOVE SIGN STRUCTURE EA 1,854.0000 1,854.00 1.000 1,854.00 32 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 26,880.00 0.000 0.00 33 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 0.000 0.00 34 REMOVE EDGE DRAIN LF 2.2000 193,600.00 7,500.000 16,500.00 32,738.000 72,023.60 35 REMOVE CULVERT LF 18.7500 750.00 40.000 750.00 36 REMOVE INLET EA 657.0000 657.00 1.000 657.00 37 RESET ROADSIDE SIGN EA 154.5000 927.00 0.000 0.00 38 ADJUST INLET EA 1,292.6500 232,677.00 0.000 0.00 39 ADJUST FRAME AND COVER TO GRADE EA 175.0000 2,450.00 0.000 0.00 40 ADJUST UTILITY COVER EA 163.0000 1,467.00 0.000 0.00 41 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 165.0000 9,240.00 56.000 9,240.00 WITHOUT STANDARD GUTTER DEPRESSION 42 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4500 882,000.00 25,502.000 62,479.90 28,918.000 70,849.10 43 REMOVE CONCRETE CY 78.7000 121,198.00 263.850 20,765.00 44 REMOVE UNSOUND CONCRETE CF 82.4000 21,012.00 11.000 906.40 45 REMOVE CONCRETE BARRIER (TYPE 50) LF 10.0000 509,000.00 3,018.000 30,180.00 24,817.000 248,170.00 46 CLEAN BRIDGE DECK SQFT 0.1400 11,655.00 0.000 0.00 47 CAP INLET EA 1,004.2500 4,017.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION A LS 51,500.0000 51,500.00 0.500 25,750.00 49 BRIDGE REMOVAL (PORTION), LOCATION B LS 133,900.0000 133,900.00 0.100 13,390.00 1.000 133,900.00 PROGRAM CAS145 PAGE 3 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 17,510.0000 17,510.00 0.000 0.00 51 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.300 1,500.00 52 ROADWAY EXCAVATION CY 18.5500 513,835.00 2,227.000 41,310.85 16,460.800 305,347.84 53 LEAD COMPLIANCE PLAN LS 3,605.0000 3,605.00 0.000 0.00 54 STRUCTURE EXCAVATION (RETAINING WALL) CY 154.5000 4,789.50 31.000 4,789.50 F) 55 STRUCTURE BACKFILL (RETAINING WALL) CY 67.0000 2,077.00 31.000 2,077.00 31.000 2,077.00 F) 56 IMPORTED MATERIAL (SHOULDER BACKING) TON 38.5000 29,645.00 0.000 0.00 57 ROADSIDE CLEARING LS 38,110.0000 38,110.00 0.500 19,055.00 58 FIBER ROLLS LF 2.5800 55,212.00 950.000 2,451.00 950.000 2,451.00 59 COMPOST (INCORPORATE) SQYD 9.7900 139,018.00 0.000 0.00 60 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,614.4000 36,915.20 0.000 0.00 61 CLASS 4 AGGREGATE SUBBASE CY 14.5500 64,893.00 4,261.400 62,003.37 62 CLASS 2 AGGREGATE BASE CY 98.0000 4,900.00 0.000 0.00 63 AGGREGATE BASE (APPROACH SLAB) CY 62.0000 4,402.00 58.000 3,596.00 62.000 3,844.00 64 LEAN CONCRETE BASE CY 141.0000 387,750.00 2,608.470 367,794.27 65 LEAN CONCRETE BASE (RAPID SETTING) CY 330.0000 2,382,600.00 2,551.290 841,925.70 3,444.870 1,136,807.10 66 ASPHALT-RUBBER BINDER TON 2,884.0000 63,448.00 0.000 0.00 67 SCREENINGS (HOT-APPLIED) TON 113.3000 8,497.50 0.000 0.00 68 REPLACE ASPHALT CONCRETE SURFACING CY 248.0000 109,120.00 0.000 0.00 69 HOT MIX ASPHALT TON 60.2500 6,266,000.00 1,901.000 114,535.25 4,061.350 244,696.34 70 HOT MIX ASPHALT (OPEN GRADED) TON 83.8500 2,289,105.00 0.000 0.00 71 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.3500 7,368,140.00 0.000 0.00 72 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.7900 163,530.00 0.000 0.00 73 DATA CORE LS 19,055.0000 19,055.00 0.000 0.00 74 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.8200 2,861.80 0.000 0.00 75 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.8200 28,208.00 0.000 0.00 76 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.8200 14,842.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.8200 11,644.00 0.000 0.00 78 PLACE HOT MIX ASPHALT SQYD 44.0000 572.00 0.000 0.00 (MISCELLANEOUS AREA) 79 TACK COAT TON 597.0000 352,230.00 10.000 5,970.00 10.000 5,970.00 80 PRECAST CONCRETE PAVEMENT CY 976.0000 4,284,640.00 618.000 603,168.00 900.000 878,400.00 81 JOINTED PLAIN CONCRETE PAVEMENT CY 197.0000 1,542,510.00 2,147.640 423,085.08 7,158.800 1,410,283.60 82 PRECAST POST-TENSIONED CONCRETE CY 963.0000 5,200,200.00 166.000 159,858.00 2,365.260 2,277,745.38 PAVEMENT 83 SEAL PAVEMENT JOINT LF 3.0900 49,749.00 0.000 0.00 84 SEAL ISOLATION JOINT LF 2.2700 39,271.00 0.000 0.00 85 REPLACE JOINT SEAL LF 2.5200 783,720.00 0.000 0.00 (EXISTING CONCRETE PAVEMENT) 86 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.5000 101,000.00 64,548.000 32,274.00 64,548.000 32,274.00 87 GRIND EXISTING CONCRETE SQYD 3.3500 1,031,800.00 0.000 0.00 PAVEMENT 88 STRUCTURAL CONCRETE CY 1,545.0000 10,815.00 0.000 0.00 89 STRUCTURAL CONCRETE, BRIDGE CY 3,605.0000 46,865.00 3.000 10,815.00 3.000 10,815.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL CY 927.0000 39,861.00 43.000 39,861.00 F) 91 STRUCTURAL CONCRETE, APPROACH SLAB CY 953.0000 676,630.00 200.000 190,600.00 300.000 285,900.00 F) (TYPE R) 92 MINOR CONCRETE (MINOR STRUCTURE) CY 1,072.0000 34,304.00 32.000 34,304.00 93 PAVING NOTCH EXTENSION CF 98.0000 103,194.00 777.000 76,146.00 94 DRILL AND BOND DOWEL LF 39.0000 12,051.00 0.000 0.00 95 CLEAN EXPANSION JOINT LF 14.5000 44,181.50 0.000 0.00 96 RAPID SETTING CONCRETE (PATCH) CF 36.0000 9,180.00 11.000 396.00 97 CORE TREATED BRIDGE DECK EA 206.0000 1,648.00 0.000 0.00 98 JOINT SEAL (MR 1") LF 22.7000 63,378.40 0.000 0.00 99 JOINT SEAL (MR 1 1/2") LF 45.3000 38,958.00 0.000 0.00 00 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.4000 38,563.20 0.000 0.00 01 JOINT SEAL (MR 2") LF 66.0000 1,716.00 0.000 0.00 02 BAR REINFORCING STEEL LB 1.1300 1,130.00 1,000.000 1,130.00 03 BAR REINFORCING STEEL (BRIDGE) LB 1.1300 1,649.80 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3900 16,832.90 12,110.000 16,832.90 F) 05 TREAT BRIDGE DECK SQFT 0.1400 11,655.00 0.000 0.00 F) 06 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 77.2500 72,615.00 0.000 0.00 07 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7600 10,862.40 0.000 0.00 (0.063"-UNFRAMED) 08 METAL (BARRIER MOUNTED SIGN) LB 10.7100 32,665.50 0.000 0.00 09 INSTALL ROADSIDE SIGN PANEL ON EA 103.0000 5,253.00 0.000 0.00 EXISTING POST 10 PAINT POST MILE MARKING ON CONCRETE SQYD 51.5000 978.50 0.000 0.00 BARRIER 11 18" ALTERNATIVE PIPE CULVERT LF 51.7500 98,842.50 1,810.000 93,667.50 12 3" PLASTIC PIPE (EDGE DRAIN) LF 9.7000 63,050.00 0.000 0.00 13 12" PLASTIC PIPE DOWNDRAIN LF 24.5500 1,620.30 80.000 1,964.00 14 10" FLUME DOWNDRAIN LF 25.2500 1,590.75 70.000 1,767.50 15 ENTRANCE TAPER EA 547.0000 547.00 1.000 547.00 1.000 547.00 16 TAPERED INLET EA 347.0000 347.00 1.000 347.00 17 10" FLUME ANCHOR ASSEMBLY EA 94.0000 564.00 7.000 658.00 18 GRATED LINE DRAIN LF 84.0000 5,880.00 0.000 0.00 19 ROCK SLOPE PROTECTION CY 863.0000 1,467.10 3.000 2,589.00 (FACING, METHOD B) 20 ROCK SLOPE PROTECTION FABRIC SQYD 50.0000 350.00 7.000 350.00 21 MINOR CONCRETE (CURB) CY 1,109.0000 1,330.80 0.000 0.00 22 MINOR CONCRETE (MISCELLANEOUS CY 818.8500 311,163.00 0.000 0.00 CONSTRUCTION) 23 MINOR CONCRETE (PAVING) CY 851.3500 476,756.00 0.000 0.00 24 MINOR CONCRETE (SIDEWALK) CY 1,186.8500 1,186.85 0.000 0.00 25 MINOR CONCRETE (CURB RAMP) CY 720.6500 65,579.15 103.000 74,226.95 165.000 118,907.25 26 MISCELLANEOUS IRON AND STEEL LB 1.0400 5,428.80 0.000 0.00 27 CONCRETE BARRIER MARKER EA 18.5400 61,923.60 0.000 0.00 28 DELINEATOR (CLASS 1) EA 30.9000 17,922.00 0.000 0.00 29 OBJECT MARKER (TYPE P) EA 36.0500 108.15 0.000 0.00 30 OBJECT MARKER (TYPE L-1) EA 36.0500 1,982.75 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0600 276,370.00 0.000 0.00 32 TUBULAR HANDRAILING LF 87.5500 17,510.00 0.000 0.00 33 TRANSITION RAILING (TYPE WB) EA 2,678.0000 80,340.00 0.000 0.00 34 END ANCHOR ASSEMBLY (TYPE SFT) EA 597.4000 24,493.40 0.000 0.00 35 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 66,300.00 0.000 0.00 36 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,215.0000 73,095.00 0.000 0.00 37 CRASH CUSHION (TYPE CAT) EA 5,382.0000 5,382.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 60) LF 39.1500 1,358,505.00 11,070.000 433,390.50 17,315.000 677,882.25 39 CONCRETE BARRIER (TYPE 60C) LF 48.4500 726,750.00 14,529.000 703,930.05 16,594.000 803,979.30 40 CONCRETE BARRIER (TYPE 60R) LF 279.1500 323,814.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 104.0000 187,824.00 97.000 10,088.00 1,000.000 104,000.00 F) 42 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 270,000.00 0.000 0.00 43 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 22,177.00 0.000 0.00 44 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5700 9,234.00 0.000 0.00 (BROKEN 12-3) 45 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5800 35,088.00 0.000 0.00 46 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1400 2,086.00 0.000 0.00 (BROKEN 17-7) 47 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2400 42,532.00 0.000 0.00 48 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6800 42,076.00 0.000 0.00 49 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,150.0000 5,150.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 50 LIGHTING AND SIGN ILLUMINATION LS 389,340.0000 389,340.00 0.000 0.00 51 LOOP DETECTOR REPLACEMENT LS 101,970.0000 101,970.00 0.000 0.00 52 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 329,703.0000 329,703.00 0.000 0.00 53 TRAFFIC OPERATIONS SYSTEM LS 866,500.0000 866,500.00 0.000 0.00 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 TEMPORARY PULL BOX PROTECTION EA 597.0000 131,340.00 227.000 135,519.00 56 REPLACE CONCRETE PAVEMENT CY 464.0000 412,960.00 843.800 391,523.20 (RAPID STRENGTH CONCRETE) 57 PEDESTRIAN PUSH BUTTON REPLACEMENT LS 4,944.0000 4,944.00 0.500 2,472.00 1.000 4,944.00 PROGRAM CAS145 PAGE 7 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 01:04 PM ESTIMATE NO. 06 BID OPENING 08/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,965,370.56 11,760,949.43 ADJUSTMENT OF COMPENSATION 24,978.06 79,618.06 EXTRA WORK 62,548.06 75,442.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,052,896.68 11,916,010.17 60 MOBILIZATION LS 1300,000.0000 1,300,000.00 0.950 1,235,000.00 ORIGINAL CONTRACT AMOUNT 48,246,527.35 TOTAL WORK COMPLETED 4,052,896.68 13,151,010.17 MATERIALS ON HAND ON SITE 2,053,855.65 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,200.00 TOTAL 4,052,896.68 15,176,665.82 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 12/14/10 154 12/14/10 02/14/11 12/28/11 24 64 0 0 27% 16% PROGRESS IS SATISFACTORY SEALEY, HERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/11