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 01/20/12 EST. NO.13 TIME 04:57 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 0036 14,580.40 E.W. @ F.A.(+) 102111 N 0167.0 0037 15,900.83 102211 N 0168.0 0038 4,464.50 090711 N 0169.0 004 0002 2,812.50 E.W. @ F.A.(+) 102711 N 0172.0 006 0004 1,422.85 E.W. @ F.A.(+) 062411 N 0148.0 0005 1,133.00 062411 N 0149.0 0006 831.31 092211 N 0171.0 007 0017 836.94 E.W. @ F.A.(+) 080411 N 0150.0 0018 900.95 080511 N 0151.0 0019 736.70 080811 N 0152.0 0020 829.32 012511 N 0020.1 009 0003 2,104.64 E.W. @ F.A.(+) 081911 N 0153.0 0004 1,515.16 082611 N 0154.0 0024 11,964.64 E.W. @ L.S.(+) 010312 N 24 0 012 0026 29,384.60 A.C. @ L.S.(+) 010312 N 26 0 015 0006 1,619.20 E.W. @ F.A.(+) 050311 N 0173.0 0010 1,509.28 063011 N 0179.0 0011 8,025.50 E.W. @ U.P (+) 010312 N 11 0 017 0001 4,166.31 E.W. @ F.A.(+) 080211 N 0116.0 0002 2,658.29 080311 N 0117.0 020 0002 7,858.30 E.W. @ F.A.(+) 081811 N 0147.0 0003 6,133.58 092911 N 0166.0 026 0001 2,836.20 E.W. @ F.A.(+) 090911 N 0170.0 029 0001 396.57 E.W. @ F.A.(+) 090711 N 0156.0 0002 364.06 090811 N 0157.0 0003 435.79 090811 N 0158.0 0004 369.63 091911 N 0159.0 0005 704.07 092311 N 0160.0 0006 299.85 100711 N 0161.0 0007 905.54 101311 N 0162.0 0008 387.62 101211 N 0163.0 0009 380.73 101111 N 0164.0 0010 1,475.35 101111 N 0165.0 030 0002 27,475.28 E.W. @ L.S.(+) 010312 N 2 0 031 0002 26,792.58 E.W. @ L.S.(+) 010312 N 2 0 184,212.07 TOTAL THIS ESTIMATE 4,050,218.64 TOTAL PREVIOUS ESTIMATE 4,234,430.71 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 01/20/12 EST. NO.13 TIME 04:57 PM R.E. NAME: SEALEY, HERMAN 04-4470U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATECLOSURE CTLTR186 -25,200.00 05 RTN-LANE CLOSURE 25,200.00 13 25,200.00 0.00 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 RETURN LCV - EST. 4 3,000.00 08 TRUCKING VERIF FORMS -10,000.00 08 AUG TRUCKING VERIF -10,000.00 09 FROM EST 8-TRUCKING 10,000.00 09 PER SEPT LETTER -5,000.00 10 RTRN-AUG TRUCK VERIF 10,000.00 10 RTRN-PER SEPT LETTER 5,000.00 12 0.00 0.00 TOTAL DEDUCTIONS 25,200.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,090.0000 5,090.00 0.750 3,817.50 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD LS 776,730.0000 776,730.00 0.030 23,301.90 0.840 652,453.20 004 TEMPORARY FENCE (TYPE ESA) LF 1.9600 56,448.00 28,655.000 56,163.80 005 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 2,650.0000 204,050.00 77.000 204,050.00 WITH STANDARD GUTTER DEPRESSION (TYPE 1) 006 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 3,856.0000 61,696.00 16.000 61,696.00 WITH STANDARD GUTTER DEPRESSION (TYPE 2) 007 PUBLIC SAFETY PLAN LS 5,150.0000 5,150.00 1.000 5,150.00 008 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.100 1,500.00 0.910 13,650.00 009 PREPARE STORM WATER POLLUTION LS 3,307.0000 3,307.00 0.040 132.28 0.860 2,844.02 PREVENTION PLAN 010 TEMPORARY DRAINAGE INLET PROTECTION EA 185.4000 96,408.00 342.000 63,406.80 011 STREET SWEEPING LS 10,300.0000 10,300.00 0.100 1,030.00 0.910 9,373.00 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,360.0000 12,360.00 0.070 865.20 0.970 11,989.20 013 CONSTRUCTION AREA SIGNS LS 40,170.0000 40,170.00 0.700 28,119.00 014 TRAFFIC CONTROL SYSTEM LS 962,600.0000 962,600.00 0.050 48,130.00 0.860 827,836.00 015 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5800 2,838.00 61.000 157.38 1,694.000 4,370.52 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3600 28,188.00 359,764.000 129,515.04 017 CHANNELIZER (SURFACE MOUNTED) EA 28.8400 5,768.00 67.000 1,932.28 018 TEMPORARY PAVEMENT MARKER EA 3.6100 70,756.00 22,227.000 80,239.47 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,050.0000 36,050.00 0.100 3,605.00 0.900 32,445.00 020 TEMPORARY RAILING (TYPE K) LF 2.8500 493,050.00 3,760.000 10,716.00 155,100.000 442,035.00 021 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 022 TEMPORARY CRASH CUSHION MODULE EA 180.2500 93,730.00 28.000 5,047.00 503.000 90,665.75 PROGRAM CAS145 PAGE 2 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 NOISE MONITORING LS 500.0000 500.00 1.000 500.00 024 VIBRATION MONITORING LS 22,866.0000 22,866.00 0.050 1,143.30 1.000 22,866.00 025 REMOVE METAL BEAM GUARD RAILING LF 6.1800 58,092.00 600.000 3,708.00 8,807.200 54,428.50 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3600 20,088.00 833.700 300.13 56,973.700 20,510.53 STRIPE 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 14,580.00 1,030.050 370.82 164,062.050 59,062.34 028 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5500 1,565.50 289.000 447.95 2,222.000 3,444.10 029 REMOVE PAVEMENT MARKER EA 1.0300 17,510.00 39,771.000 40,964.13 030 REMOVE ROADSIDE SIGN (METAL POST) EA 51.5000 1,287.50 26.000 1,339.00 031 REMOVE SIGN STRUCTURE EA 1,854.0000 1,854.00 1.000 1,854.00 032 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 26,880.00 43,975.000 26,385.00 033 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 1.000 800.00 1.000 800.00 034 REMOVE EDGE DRAIN LF 2.2000 193,600.00 89,271.000 196,396.20 035 REMOVE CULVERT LF 18.7500 750.00 40.000 750.00 036 REMOVE INLET EA 657.0000 657.00 1.000 657.00 037 RESET ROADSIDE SIGN EA 154.5000 927.00 0.000 0.00 038 ADJUST INLET EA 1,292.6500 232,677.00 104.000 134,435.60 180.000 232,677.00 039 ADJUST FRAME AND COVER TO GRADE EA 175.0000 2,450.00 7.000 1,225.00 040 ADJUST UTILITY COVER EA 163.0000 1,467.00 7.000 1,141.00 041 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 165.0000 9,240.00 56.000 9,240.00 WITHOUT STANDARD GUTTER DEPRESSION 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4500 882,000.00 290,930.000 712,778.50 043 REMOVE CONCRETE CY 78.7000 121,198.00 263.850 20,765.00 044 REMOVE UNSOUND CONCRETE CF 82.4000 21,012.00 172.000 14,172.80 045 REMOVE CONCRETE BARRIER (TYPE 50) LF 10.0000 509,000.00 50,437.000 504,370.00 046 CLEAN BRIDGE DECK SQFT 0.1400 11,655.00 0.000 0.00 047 CAP INLET EA 1,004.2500 4,017.00 3.000 3,012.75 048 BRIDGE REMOVAL (PORTION), LOCATION A LS 51,500.0000 51,500.00 0.150 7,725.00 1.000 51,500.00 049 BRIDGE REMOVAL (PORTION), LOCATION B LS 133,900.0000 133,900.00 1.000 133,900.00 PROGRAM CAS145 PAGE 3 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 17,510.0000 17,510.00 0.150 2,626.50 1.000 17,510.00 051 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.100 500.00 0.900 4,500.00 052 ROADWAY EXCAVATION CY 18.5500 513,835.00 130.000 2,411.50 23,160.800 429,632.84 053 LEAD COMPLIANCE PLAN LS 3,605.0000 3,605.00 1.000 3,605.00 1.000 3,605.00 054 STRUCTURE EXCAVATION (RETAINING WALL) CY 154.5000 4,789.50 31.000 4,789.50 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 67.0000 2,077.00 31.000 2,077.00 (F) 056 IMPORTED MATERIAL (SHOULDER BACKING) TON 38.5000 29,645.00 288.720 11,115.72 751.690 28,940.07 057 ROADSIDE CLEARING LS 38,110.0000 38,110.00 0.050 1,905.50 1.000 38,110.00 058 FIBER ROLLS LF 2.5800 55,212.00 950.000 2,451.00 059 COMPOST (INCORPORATE) SQYD 9.7900 139,018.00 0.000 0.00 060 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,614.4000 36,915.20 0.000 0.00 061 CLASS 4 AGGREGATE SUBBASE CY 14.5500 64,893.00 4,411.400 64,185.87 062 CLASS 2 AGGREGATE BASE CY 98.0000 4,900.00 65.000 6,370.00 65.000 6,370.00 063 AGGREGATE BASE (APPROACH SLAB) CY 62.0000 4,402.00 71.000 4,402.00 064 LEAN CONCRETE BASE CY 141.0000 387,750.00 3,175.000 447,675.00 065 LEAN CONCRETE BASE (RAPID SETTING) CY 330.0000 2,382,600.00 6,962.870 2,297,747.10 066 ASPHALT-RUBBER BINDER TON 2,884.0000 63,448.00 0.000 0.00 067 SCREENINGS (HOT-APPLIED) TON 113.3000 8,497.50 44.130 4,999.93 068 REPLACE ASPHALT CONCRETE SURFACING CY 248.0000 109,120.00 211.000 52,328.00 069 HOT MIX ASPHALT TON 60.2500 6,266,000.00 85,426.460 5,146,944.22 070 HOT MIX ASPHALT (OPEN GRADED) TON 83.8500 2,289,105.00 28,093.520 2,355,641.65 071 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.3500 7,368,140.00 64,190.120 5,350,246.50 072 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.7900 163,530.00 196,750.000 155,432.50 073 DATA CORE LS 19,055.0000 19,055.00 0.000 0.00 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.8200 2,861.80 4,716.000 3,867.12 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.8200 28,208.00 4,669.000 3,828.58 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.8200 14,842.00 47,156.000 38,667.92 PROGRAM CAS145 PAGE 4 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.8200 11,644.00 9,283.000 7,612.06 078 PLACE HOT MIX ASPHALT SQYD 44.0000 572.00 0.000 0.00 (MISCELLANEOUS AREA) 079 TACK COAT TON 597.0000 352,230.00 679.810 405,846.57 080 PRECAST CONCRETE PAVEMENT CY 976.0000 4,284,640.00 3,753.540 3,663,455.04 081 JOINTED PLAIN CONCRETE PAVEMENT CY 197.0000 1,542,510.00 43.200 8,510.40 7,496.000 1,476,712.00 082 PRECAST POST-TENSIONED CONCRETE CY 963.0000 5,200,200.00 4,466.100 4,300,854.30 PAVEMENT 083 SEAL PAVEMENT JOINT LF 3.0900 49,749.00 0.000 0.00 084 SEAL ISOLATION JOINT LF 2.2700 39,271.00 0.000 0.00 085 REPLACE JOINT SEAL LF 2.5200 783,720.00 0.000 0.00 (EXISTING CONCRETE PAVEMENT) 086 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.5000 101,000.00 198,288.000 99,144.00 087 GRIND EXISTING CONCRETE SQYD 3.3500 1,031,800.00 139,925.000 468,748.75 293,925.000 984,648.75 PAVEMENT 088 STRUCTURAL CONCRETE CY 1,545.0000 10,815.00 7.000 10,815.00 089 STRUCTURAL CONCRETE, BRIDGE CY 3,605.0000 46,865.00 13.000 46,865.00 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 927.0000 39,861.00 43.000 39,861.00 (F) 091 STRUCTURAL CONCRETE, APPROACH SLAB CY 953.0000 676,630.00 710.000 676,630.00 (F) (TYPE R) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,072.0000 34,304.00 32.000 34,304.00 093 PAVING NOTCH EXTENSION CF 98.0000 103,194.00 1,316.250 128,992.50 094 DRILL AND BOND DOWEL LF 39.0000 12,051.00 309.000 12,051.00 095 CLEAN EXPANSION JOINT LF 14.5000 44,181.50 3,036.000 44,022.00 096 RAPID SETTING CONCRETE (PATCH) CF 36.0000 9,180.00 172.000 6,192.00 097 CORE TREATED BRIDGE DECK EA 206.0000 1,648.00 0.000 0.00 098 JOINT SEAL (MR 1") LF 22.7000 63,378.40 2,512.000 57,022.40 099 JOINT SEAL (MR 1 1/2") LF 45.3000 38,958.00 290.000 13,137.00 100 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.4000 38,563.20 208.000 38,563.20 101 JOINT SEAL (MR 2") LF 66.0000 1,716.00 26.000 1,716.00 102 BAR REINFORCING STEEL LB 1.1300 1,130.00 1,660.000 1,875.80 103 BAR REINFORCING STEEL (BRIDGE) LB 1.1300 1,649.80 1,460.000 1,649.80 (F) PROGRAM CAS145 PAGE 5 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3900 16,832.90 12,110.000 16,832.90 (F) 105 TREAT BRIDGE DECK SQFT 0.1400 11,655.00 0.000 0.00 (F) 106 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 77.2500 72,615.00 0.000 0.00 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7600 10,862.40 120.000 1,051.20 612.000 5,361.12 (0.063"-UNFRAMED) 108 METAL (BARRIER MOUNTED SIGN) LB 10.7100 32,665.50 650.000 6,961.50 3,719.000 39,830.49 109 INSTALL ROADSIDE SIGN PANEL ON EA 103.0000 5,253.00 2.000 206.00 2.000 206.00 EXISTING POST 110 PAINT POST MILE MARKING ON CONCRETE SQYD 51.5000 978.50 0.000 0.00 BARRIER 111 18" ALTERNATIVE PIPE CULVERT LF 51.7500 98,842.50 1,810.000 93,667.50 112 3" PLASTIC PIPE (EDGE DRAIN) LF 9.7000 63,050.00 0.000 0.00 113 12" PLASTIC PIPE DOWNDRAIN LF 24.5500 1,620.30 80.000 1,964.00 114 10" FLUME DOWNDRAIN LF 25.2500 1,590.75 70.000 1,767.50 115 ENTRANCE TAPER EA 547.0000 547.00 1.000 547.00 116 TAPERED INLET EA 347.0000 347.00 1.000 347.00 117 10" FLUME ANCHOR ASSEMBLY EA 94.0000 564.00 7.000 658.00 118 GRATED LINE DRAIN LF 84.0000 5,880.00 69.500 5,838.00 119 ROCK SLOPE PROTECTION CY 863.0000 1,467.10 3.000 2,589.00 (FACING, METHOD B) 120 ROCK SLOPE PROTECTION FABRIC SQYD 50.0000 350.00 7.000 350.00 121 MINOR CONCRETE (CURB) CY 1,109.0000 1,330.80 1.200 1,330.80 122 MINOR CONCRETE (MISCELLANEOUS CY 818.8500 311,163.00 35.000 28,659.75 349.550 286,229.02 CONSTRUCTION) 123 MINOR CONCRETE (PAVING) CY 851.3500 476,756.00 70.000 59,594.50 154.000 131,107.90 124 MINOR CONCRETE (SIDEWALK) CY 1,186.8500 1,186.85 0.900 1,068.17 125 MINOR CONCRETE (CURB RAMP) CY 720.6500 65,579.15 165.000 118,907.25 126 MISCELLANEOUS IRON AND STEEL LB 1.0400 5,428.80 4,173.000 4,339.92 127 CONCRETE BARRIER MARKER EA 18.5400 61,923.60 11.000 203.94 1,067.000 19,782.18 128 DELINEATOR (CLASS 1) EA 30.9000 17,922.00 49.000 1,514.10 360.000 11,124.00 129 OBJECT MARKER (TYPE P) EA 36.0500 108.15 0.000 0.00 130 OBJECT MARKER (TYPE L-1) EA 36.0500 1,982.75 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0600 276,370.00 825.000 15,724.50 16,006.500 305,083.89 132 TUBULAR HANDRAILING LF 87.5500 17,510.00 95.000 8,317.25 133 TRANSITION RAILING (TYPE WB) EA 2,678.0000 80,340.00 2.000 5,356.00 44.000 117,832.00 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 597.4000 24,493.40 50.000 29,870.00 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 66,300.00 1.000 2,550.00 31.000 79,050.00 136 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,215.0000 73,095.00 37.000 81,955.00 137 CRASH CUSHION (TYPE CAT) EA 5,382.0000 5,382.00 1.000 5,382.00 138 CONCRETE BARRIER (TYPE 60) LF 39.1500 1,358,505.00 25.290 990.10 31,539.290 1,234,763.20 139 CONCRETE BARRIER (TYPE 60C) LF 48.4500 726,750.00 16,594.000 803,979.30 140 CONCRETE BARRIER (TYPE 60R) LF 279.1500 323,814.00 757.000 211,316.55 957.000 267,146.55 141 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 104.0000 187,824.00 1,760.000 183,040.00 (F) 142 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 270,000.00 392,162.000 141,178.32 143 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 22,177.00 341.000 228.47 27,706.000 18,563.02 144 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5700 9,234.00 658.000 375.06 5,764.000 3,285.48 (BROKEN 12-3) 145 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5800 35,088.00 112.000 288.96 11,734.000 30,273.72 146 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1400 2,086.00 30,705.800 4,298.81 (BROKEN 17-7) 147 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2400 42,532.00 230.000 285.20 14,148.000 17,543.52 148 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6800 42,076.00 476.000 1,275.68 7,837.000 21,003.16 149 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,150.0000 5,150.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 150 LIGHTING AND SIGN ILLUMINATION LS 389,340.0000 389,340.00 0.710 276,431.40 151 LOOP DETECTOR REPLACEMENT LS 101,970.0000 101,970.00 1.000 101,970.00 152 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 329,703.0000 329,703.00 0.000 0.00 153 TRAFFIC OPERATIONS SYSTEM LS 866,500.0000 866,500.00 0.050 43,325.00 0.390 337,935.00 154 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 155 TEMPORARY PULL BOX PROTECTION EA 597.0000 131,340.00 227.000 135,519.00 156 REPLACE CONCRETE PAVEMENT CY 464.0000 412,960.00 843.800 391,523.20 (RAPID STRENGTH CONCRETE) 157 PEDESTRIAN PUSH BUTTON REPLACEMENT LS 4,944.0000 4,944.00 1.000 4,944.00 PROGRAM CAS145 PAGE 7 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 159 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 04:57 PM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,129,115.44 38,697,147.22 ADJUSTMENT OF COMPENSATION 29,384.60 2,172,225.36 EXTRA WORK 154,827.47 2,062,205.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,313,327.51 42,931,577.93 160 MOBILIZATION LS 300,000.0000 1,300,000.00 1.000 1,300,000.00 ORIGINAL CONTRACT AMOUNT 48,246,527.35 TOTAL WORK COMPLETED 1,313,327.51 44,231,577.93 MATERIALS ON HAND ON SITE 180,023.71 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 25,200.00 0.00 TOTAL 1,338,527.51 44,411,601.64 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 06/01/12 147 87 67 0 81% 67% PROGRESS IS SATISFACTORY SEALEY, HERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/12