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 04/02/13 EST. NO.27 TIME 11:20 AM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/02/13 EST. NO.27 TIME 11:20 AM 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 MISSING CEM4401 -10,000.00 14 RECEIVED CEM-4401 10,000.00 15 0.00 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 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 LOCATION FINAL 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,090.0000 5,090.00 1.000 5,090 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 0.000 0 003 TIME-RELATED OVERHEAD LS 776,730.0000 776,730.00 1.000 776,730 004 TEMPORARY FENCE (TYPE ESA) LF 1.9600 56,448.00 28,705.000 56,261 005 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 2,650.0000 204,050.00 77.000 204,050 WITH STANDARD GUTTER DEPRESSION (TYPE 1) 006 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 3,856.0000 61,696.00 16.000 61,696 WITH STANDARD GUTTER DEPRESSION (TYPE 2) 007 PUBLIC SAFETY PLAN LS 5,150.0000 5,150.00 1.000 5,150 008 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 009 PREPARE STORM WATER POLLUTION LS 3,307.0000 3,307.00 1.000 3,307 PREVENTION PLAN 010 TEMPORARY DRAINAGE INLET PROTECTION EA 185.4000 96,408.00 517.000 95,851 011 STREET SWEEPING LS 10,300.0000 10,300.00 1.000 10,300 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,360.0000 12,360.00 1.000 12,360 013 CONSTRUCTION AREA SIGNS LS 40,170.0000 40,170.00 1.000 40,170 014 TRAFFIC CONTROL SYSTEM LS 962,600.0000 962,600.00 1.000 962,600 015 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5800 2,838.00 1,824.000 4,705 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3600 28,188.00 600,171.000 216,061 017 CHANNELIZER (SURFACE MOUNTED) EA 28.8400 5,768.00 75.000 2,163 018 TEMPORARY PAVEMENT MARKER EA 3.6100 70,756.00 22,915.000 82,723 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,050.0000 36,050.00 1.000 36,050 020 TEMPORARY RAILING (TYPE K) LF 2.8500 493,050.00 169,580.000 483,303 021 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 022 TEMPORARY CRASH CUSHION MODULE EA 180.2500 93,730.00 679.000 122,389 PROGRAM CAS145 PAGE 2 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 NOISE MONITORING LS 500.0000 500.00 1.000 500 024 VIBRATION MONITORING LS 22,866.0000 22,866.00 1.000 22,866 025 REMOVE METAL BEAM GUARD RAILING LF 6.1800 58,092.00 10,462.700 64,659 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3600 20,088.00 56,973.700 20,510 STRIPE 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 14,580.00 167,811.050 60,411 028 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5500 1,565.50 2,528.000 3,918 029 REMOVE PAVEMENT MARKER EA 1.0300 17,510.00 39,771.000 40,964 030 REMOVE ROADSIDE SIGN (METAL POST) EA 51.5000 1,287.50 28.000 1,442 031 REMOVE SIGN STRUCTURE EA 1,854.0000 1,854.00 1.000 1,854 032 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 26,880.00 44,764.000 26,858 033 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 1.000 800 034 REMOVE EDGE DRAIN LF 2.2000 193,600.00 89,271.000 196,396 035 REMOVE CULVERT LF 18.7500 750.00 40.000 750 036 REMOVE INLET EA 657.0000 657.00 1.000 657 037 RESET ROADSIDE SIGN EA 154.5000 927.00 4.000 618 038 ADJUST INLET EA 1,292.6500 232,677.00 202.000 261,115 039 ADJUST FRAME AND COVER TO GRADE EA 175.0000 2,450.00 14.000 2,450 040 ADJUST UTILITY COVER EA 163.0000 1,467.00 7.000 1,141 041 TEMPORARY DRAINAGE FOR MEDIAN INLETS EA 165.0000 9,240.00 56.000 9,240 WITHOUT STANDARD GUTTER DEPRESSION 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4500 882,000.00 412,507.000 1,010,642 043 REMOVE CONCRETE CY 78.7000 121,198.00 1,051.374 82,743 044 REMOVE UNSOUND CONCRETE CF 82.4000 21,012.00 172.000 14,172 045 REMOVE CONCRETE BARRIER (TYPE 50) LF 10.0000 509,000.00 50,437.000 504,370 046 CLEAN BRIDGE DECK SQFT 0.1400 11,655.00 83,250.000 11,655 047 CAP INLET EA 1,004.2500 4,017.00 3.000 3,012 048 BRIDGE REMOVAL (PORTION), LOCATION A LS 51,500.0000 51,500.00 1.000 51,500 049 BRIDGE REMOVAL (PORTION), LOCATION B LS 133,900.0000 133,900.00 1.000 133,900 PROGRAM CAS145 PAGE 3 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 17,510.0000 17,510.00 1.000 17,510 051 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 052 ROADWAY EXCAVATION CY 18.5500 513,835.00 23,710.800 439,835 053 LEAD COMPLIANCE PLAN LS 3,605.0000 3,605.00 1.000 3,605 054 STRUCTURE EXCAVATION (RETAINING WALL) CY 154.5000 4,789.50 31.000 4,789 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 67.0000 2,077.00 31.000 2,077 (F) 056 IMPORTED MATERIAL (SHOULDER BACKING) TON 38.5000 29,645.00 801.740 30,866 057 ROADSIDE CLEARING LS 38,110.0000 38,110.00 1.000 38,110 058 FIBER ROLLS LF 2.5800 55,212.00 16,797.000 43,336 059 COMPOST (INCORPORATE) SQYD 9.7900 139,018.00 14,200.000 139,018 060 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,614.4000 36,915.20 6.980 32,208 061 CLASS 4 AGGREGATE SUBBASE CY 14.5500 64,893.00 4,731.400 68,841 062 CLASS 2 AGGREGATE BASE CY 98.0000 4,900.00 65.000 6,370 063 AGGREGATE BASE (APPROACH SLAB) CY 62.0000 4,402.00 71.000 4,402 064 LEAN CONCRETE BASE CY 141.0000 387,750.00 3,175.000 447,675 065 LEAN CONCRETE BASE (RAPID SETTING) CY 330.0000 2,382,600.00 6,962.870 2,297,747 066 ASPHALT-RUBBER BINDER TON 2,884.0000 63,448.00 0.000 0 067 SCREENINGS (HOT-APPLIED) TON 113.3000 8,497.50 44.130 4,999 068 REPLACE ASPHALT CONCRETE SURFACING CY 248.0000 109,120.00 476.912 118,274 069 HOT MIX ASPHALT TON 60.2500 6,266,000.00 87,301.080 5,259,890 070 HOT MIX ASPHALT (OPEN GRADED) TON 83.8500 2,289,105.00 28,093.520 2,355,641 071 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.3500 7,368,140.00 86,933.990 7,245,948 072 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.7900 163,530.00 196,750.000 155,432 073 DATA CORE LS 19,055.0000 19,055.00 1.000 19,055 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.8200 2,861.80 4,716.000 3,867 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.8200 28,208.00 4,669.000 3,828 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.8200 14,842.00 47,156.000 38,667 PROGRAM CAS145 PAGE 4 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.8200 11,644.00 9,283.000 7,612 078 PLACE HOT MIX ASPHALT SQYD 44.0000 572.00 0.000 0 (MISCELLANEOUS AREA) 079 TACK COAT TON 597.0000 352,230.00 768.020 458,507 080 PRECAST CONCRETE PAVEMENT CY 976.0000 4,284,640.00 4,012.860 3,916,551 081 JOINTED PLAIN CONCRETE PAVEMENT CY 197.0000 1,542,510.00 7,496.000 1,476,712 082 PRECAST POST-TENSIONED CONCRETE CY 963.0000 5,200,200.00 4,745.000 4,569,435 PAVEMENT 083 SEAL PAVEMENT JOINT LF 3.0900 49,749.00 14,724.000 45,497.16 14,724.000 45,497 084 SEAL ISOLATION JOINT LF 2.2700 39,271.00 20,556.018 46,662.16 20,556.018 46,662 085 REPLACE JOINT SEAL LF 2.5200 783,720.00 229,672.270 578,774 (EXISTING CONCRETE PAVEMENT) 086 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.5000 101,000.00 198,288.000 99,144 087 GRIND EXISTING CONCRETE SQYD 3.3500 1,031,800.00 301,678.000 1,010,621 PAVEMENT 088 STRUCTURAL CONCRETE CY 1,545.0000 10,815.00 7.000 10,815 089 STRUCTURAL CONCRETE, BRIDGE CY 3,605.0000 46,865.00 13.000 46,865 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 927.0000 39,861.00 43.000 39,861 (F) 091 STRUCTURAL CONCRETE, APPROACH SLAB CY 953.0000 676,630.00 710.000 676,630 (F) (TYPE R) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,072.0000 34,304.00 32.000 34,304 093 PAVING NOTCH EXTENSION CF 98.0000 103,194.00 1,316.250 128,992 094 DRILL AND BOND DOWEL LF 39.0000 12,051.00 309.000 12,051 095 CLEAN EXPANSION JOINT LF 14.5000 44,181.50 3,036.000 44,022 096 RAPID SETTING CONCRETE (PATCH) CF 36.0000 9,180.00 172.000 6,192 097 CORE TREATED BRIDGE DECK EA 206.0000 1,648.00 0.000 0 098 JOINT SEAL (MR 1") LF 22.7000 63,378.40 2,512.000 57,022 099 JOINT SEAL (MR 1 1/2") LF 45.3000 38,958.00 290.000 13,137 100 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.4000 38,563.20 208.000 38,563 101 JOINT SEAL (MR 2") LF 66.0000 1,716.00 26.000 1,716 102 BAR REINFORCING STEEL LB 1.1300 1,130.00 1,660.000 1,875 103 BAR REINFORCING STEEL (BRIDGE) LB 1.1300 1,649.80 1,460.000 1,649 (F) PROGRAM CAS145 PAGE 5 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3900 16,832.90 12,110.000 16,832 (F) 105 TREAT BRIDGE DECK SQFT 0.1400 11,655.00 83,250.000 11,655 (F) 106 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 77.2500 72,615.00 1,040.000 80,340 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7600 10,862.40 1,278.250 11,197 (0.063"-UNFRAMED) 108 METAL (BARRIER MOUNTED SIGN) LB 10.7100 32,665.50 4,709.280 50,436 109 INSTALL ROADSIDE SIGN PANEL ON EA 103.0000 5,253.00 47.000 4,841 EXISTING POST 110 PAINT POST MILE MARKING ON CONCRETE SQYD 51.5000 978.50 33.466 1,723 BARRIER 111 18" ALTERNATIVE PIPE CULVERT LF 51.7500 98,842.50 1,910.000 98,842 112 3" PLASTIC PIPE (EDGE DRAIN) LF 9.7000 63,050.00 500.000 4,850 113 12" PLASTIC PIPE DOWNDRAIN LF 24.5500 1,620.30 80.000 1,964 114 10" FLUME DOWNDRAIN LF 25.2500 1,590.75 70.000 1,767 115 ENTRANCE TAPER EA 547.0000 547.00 1.000 547 116 TAPERED INLET EA 347.0000 347.00 1.000 347 117 10" FLUME ANCHOR ASSEMBLY EA 94.0000 564.00 7.000 658 118 GRATED LINE DRAIN LF 84.0000 5,880.00 69.500 5,838 119 ROCK SLOPE PROTECTION CY 863.0000 1,467.10 3.000 2,589 (FACING, METHOD B) 120 ROCK SLOPE PROTECTION FABRIC SQYD 50.0000 350.00 7.000 350 121 MINOR CONCRETE (CURB) CY 1,109.0000 1,330.80 7.200 7,984 122 MINOR CONCRETE (MISCELLANEOUS CY 818.8500 311,163.00 383.550 314,069 CONSTRUCTION) 123 MINOR CONCRETE (PAVING) CY 851.3500 476,756.00 425.550 362,291 124 MINOR CONCRETE (SIDEWALK) CY 1,186.8500 1,186.85 14.900 17,684 125 MINOR CONCRETE (CURB RAMP) CY 720.6500 65,579.15 165.000 118,907 126 MISCELLANEOUS IRON AND STEEL LB 1.0400 5,428.80 5,216.000 5,424 127 CONCRETE BARRIER MARKER EA 18.5400 61,923.60 1,350.000 25,029 128 DELINEATOR (CLASS 1) EA 30.9000 17,922.00 1,308.000 40,417 129 OBJECT MARKER (TYPE P) EA 36.0500 108.15 6.000 216 130 OBJECT MARKER (TYPE L-1) EA 36.0500 1,982.75 56.000 2,018 PROGRAM CAS145 PAGE 6 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0600 276,370.00 16,706.500 318,425 132 TUBULAR HANDRAILING LF 87.5500 17,510.00 295.000 25,827 133 TRANSITION RAILING (TYPE WB) EA 2,678.0000 80,340.00 51.000 136,578 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 597.4000 24,493.40 54.000 32,259 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 66,300.00 36.000 91,800 136 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,215.0000 73,095.00 42.000 93,030 137 CRASH CUSHION (TYPE CAT) EA 5,382.0000 5,382.00 1.000 5,382 138 CONCRETE BARRIER (TYPE 60) LF 39.1500 1,358,505.00 39,836.290 1,559,590 139 CONCRETE BARRIER (TYPE 60C) LF 48.4500 726,750.00 16,594.000 803,979 140 CONCRETE BARRIER (TYPE 60R) LF 279.1500 323,814.00 1,088.000 303,715 141 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 104.0000 187,824.00 1,806.000 187,824 (F) 142 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 270,000.00 705,812.000 254,092 143 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 22,177.00 32,055.000 21,476 144 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5700 9,234.00 16,088.000 9,170 (BROKEN 12-3) 145 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5800 35,088.00 13,406.000 34,587 146 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1400 2,086.00 31,055.800 4,347 (BROKEN 17-7) 147 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2400 42,532.00 34,630.000 42,941 148 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6800 42,076.00 19,251.000 51,592 149 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,150.0000 5,150.00 1.000 5,150 SYSTEM ELEMENTS DURING CONSTRUCTION 150 LIGHTING AND SIGN ILLUMINATION LS 389,340.0000 389,340.00 1.000 389,340 151 LOOP DETECTOR REPLACEMENT LS 101,970.0000 101,970.00 1.000 101,970 152 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 329,703.0000 329,703.00 1.000 329,703 153 TRAFFIC OPERATIONS SYSTEM LS 866,500.0000 866,500.00 1.000 866,500 154 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 155 TEMPORARY PULL BOX PROTECTION EA 597.0000 131,340.00 227.000 135,519 156 REPLACE CONCRETE PAVEMENT CY 464.0000 412,960.00 1,022.071 474,240 (RAPID STRENGTH CONCRETE) 157 PEDESTRIAN PUSH BUTTON REPLACEMENT LS 4,944.0000 4,944.00 1.000 4,944 PROGRAM CAS145 PAGE 7 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 159 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 PROGRAM CAS145 PAGE 8 DATE 04/02/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4470U4 TIME 11:20 AM ESTIMATE NO. 27 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 10/16/12 R.E. NAME: SEALEY, HERMAN DATE OF THIS ESTIMATE 04/02/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 92,159.32 45,314,133.29 ADJUSTMENT OF COMPENSATION 0.00 2,997,238.99 EXTRA WORK 0.00 5,266,085.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 92,159.32 53,577,457.79 160 MOBILIZATION LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 ORIGINAL CONTRACT AMOUNT 48,246,527.35 TOTAL WORK COMPLETED 92,159.32 54,877,457.79 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 92,159.32 54,877,457.79 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/14/10 154 12/14/10 02/14/11 10/16/12 239 180 85 0 100% 100% SEALEY, HERMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/02/13