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 04/23/13 EST. NO.31 TIME 07:11 AM R.E. NAME: LINDQUIST,KARL 12-0F0314 --------------------------------------------------------------------------- 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 0137 152.99 E.W. @ F.A.(+) 012813 N 0347.0 0138 613.93 013113 N 0348.0 0139 70.22 020413 N 0350.0 0140 239.60 021213 N 0351.0 0141 611.41 021313 N 0352.0 0142 266.21 021513 N 0353.0 0144 2,371.84 030513 N 0355.0 0145 2,655.29 030713 N 0356.0 0146 537.25 030813 N 0357.0 025 0011 212.18 E.W. @ F.A.(+) 020413 N 0349.0 034 0006 600.00 E.W. @ U.P (+) 010113 N 0344.0 8,330.92 TOTAL THIS ESTIMATE 452,912.50 TOTAL PREVIOUS ESTIMATE 461,243.42 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 04/23/13 EST. NO.31 TIME 07:11 AM R.E. NAME: LINDQUIST,KARL 12-0F0314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT CEM 4401 -10,000.00 14 SIGN STRUC OUTOFSTAT -5,000.00 15 PERFORMANCE FAILURE -162,876.00 16 RET DEDUCTION 162,876.00 17 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 LOCATION PROGRESS ESTIMATE 12-ORA-57-16.2/18.8 ----------------- BEADOR CONSTRUCTION CO., INC. IN ORANGE COUNTY IN PLACENTIA AND 26320 LESTER CIRCLE FULLERTON FROM 0.2 MILES SOUTH OF CORONA, CA 92883 ORANGETHORPE AVENUE TO 0.2 MILES NORTH OF YORBA LINDA BOULEVARD FED. AID NO. N O N E WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 660,000.00 21.000 21,000.00 533.000 533,000 004 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 1,350.00 84.000 1,260 005 TEMPORARY FENCE LF 19.0000 3,420.00 177.000 3,363 (TYPE CL-6 W/PRIVACY SCREEN) 006 TEMPORARY GATE (TYPE CL-6 WITH PRIVACY EA 100.0000 300.00 3.000 300 SCREEN) 007 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.032 960.00 0.808 24,240 008 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.802 3,208 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 57,800.00 440.000 880.00 7,801.000 15,602 010 TEMPORARY SILT FENCE LF 1.7000 11,866.00 8,899.000 15,128 011 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,800.00 644.000 1,932 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,250.0000 5,000.00 5.000 6,250 013 TEMPORARY CHECK DAM LF 1.7000 3,723.00 649.000 1,103 014 MOVE-IN/MOVE-OUT EA 150.0000 3,000.00 4.000 600 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 12,650.00 65.000 7,475 016 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 22,000.00 7,802.600 6,242 (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 150,000.0000 150,000.00 0.032 4,800.00 0.808 121,200 018 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 10,000.00 2.000 2,000.00 12.000 12,000 019 CONSTRUCTION AREA SIGNS LS 26,000.0000 26,000.00 0.790 20,540 020 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.032 16,000.00 0.808 404,000 021 TYPE III BARRICADE EA 30.0000 1,020.00 24.000 720 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 63,300.00 3,121.000 936.30 132,409.000 39,722 PROGRAM CAS145 PAGE 2 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 7,320.00 12.000 144.00 292.000 3,504 024 TEMPORARY PAVEMENT MARKER EA 3.2500 33,800.00 68.000 221.00 7,600.000 24,700 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.032 2,400.00 0.808 60,600 026 TEMPORARY RAILING (TYPE K) LF 6.0000 257,400.00 2,000.000 12,000.00 23,500.000 141,000 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 105,000.00 14.000 3,500.00 280.000 70,000 028 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,400.00 1,900.000 3,800.00 19,302.000 38,604 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2500 16,925.00 60,640.000 15,160 STRIPE (HAZARDOUS WASTE) 030 ABANDON CULVERT LF 22.0000 2,860.00 0.000 0 031 REMOVE CHAIN LINK FENCE LF 4.9000 4,214.00 1,200.000 5,880 032 REMOVE GATE EA 100.0000 300.00 3.000 300 033 REMOVE METAL BEAM GUARD RAILING LF 5.7500 11,960.00 2,079.000 11,954 034 REMOVE FLARED END SECTION EA 400.0000 2,800.00 7.000 2,800 035 REMOVE CABLE RAILING LF 2.8000 2,688.00 323.000 904 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.2200 400.40 1,816.000 399 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 16,368.00 66,368.000 14,600 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 6,150.00 1,017.000 2,542 039 REMOVE PAVEMENT MARKER EA 0.5000 4,190.00 7,714.000 3,857 040 REMOVE ROADSIDE SIGN EA 50.0000 4,500.00 46.000 2,300 041 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,300.00 0.000 0 042 REMOVE SIGN STRUCTURE EA 3,915.0000 31,320.00 8.000 31,320 043 REMOVE OVERHEAD SIGN PANEL EA 250.0000 1,000.00 3.000 750 044 REMOVE BRIDGE MOUNTED SIGN PANEL EA 500.0000 1,500.00 1.000 500 045 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 500.00 0.000 0 046 REMOVE OVERSIDE DRAIN EA 700.0000 3,500.00 4.000 2,800 047 REMOVE CULVERT LF 15.0000 27,150.00 675.000 10,125 048 REMOVE INLET EA 800.0000 26,400.00 13.000 10,400 049 REMOVE RETAINING WALL CY 64.0000 78,080.00 386.100 24,710 PROGRAM CAS145 PAGE 3 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE AND RECONSTRUCT BLOCK WALL SQFT 40.0000 6,800.00 135.000 5,400 051 REMOVE ROCK SLOPE PROTECTION CY 520.0000 1,040.00 1.980 1,029 052 REMOVE CONCRETE PAVEMENT SQYD 53.0000 14,310.00 0.000 0 053 REMOVE ROCK BLANKET CY 84.0000 17,640.00 208.000 17,472 054 RELOCATE ART PANEL EA 250.0000 45,000.00 70.000 17,500 055 ADJUST INLET EA 1,250.0000 2,500.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2000 25,358.00 1,289.000 7,991.80 1,289.000 7,991 057 REMOVE CONCRETE CURB LF 7.5000 21,600.00 261.000 1,957.50 689.000 5,167 058 REMOVE CONCRETE SIDEWALK SQYD 10.0000 6,500.00 16.000 160.00 74.200 742 059 REMOVE CONCRETE (CHANNEL) CY 80.0000 12,800.00 154.900 12,392 060 REMOVE CONCRETE BARRIER LF 29.0000 6,090.00 0.000 0 061 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.4000 4,379.20 0.000 0 062 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 14,440.00 0.000 0 063 REMOVE CONCRETE (MISCELLANEOUS) SQYD 12.0000 16,080.00 749.000 8,988 064 REMOVE SOUND WALL SQYD 20.0000 84,000.00 4,192.000 83,840 065 CAP INLET EA 1,250.0000 7,500.00 1.000 1,250 066 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 1.000 1,000 067 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,500.0000 13,500.00 1.000 13,500 068 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 1.000 9,000 069 BRIDGE REMOVAL (PORTION), LOCATION C LS 8,500.0000 8,500.00 1.000 8,500 070 BRIDGE REMOVAL (PORTION), LOCATION D LS 16,000.0000 16,000.00 1.000 16,000 071 BRIDGE REMOVAL (PORTION), LOCATION E LS 35,000.0000 35,000.00 1.000 35,000 072 BRIDGE REMOVAL (PORTION), LOCATION F LS 8,500.0000 8,500.00 1.000 8,500 073 BRIDGE REMOVAL (PORTION), LOCATION G LS 8,500.0000 8,500.00 1.000 8,500 074 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.850 127,500 075 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.032 640.00 0.808 16,160 076 ROADWAY EXCAVATION CY 16.0000 1,044,800.00 1,000.000 16,000.00 38,738.000 619,808 PROGRAM CAS145 PAGE 4 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 19.5000 235,950.00 11,327.000 220,876 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250 079 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.500 5,000 080 STRUCTURE EXCAVATION (BRIDGE) CY 83.0000 315,068.00 3,810.000 316,230 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 357,345.00 12,694.000 342,738 (F) 082 STRUCTURE EXCAVATION (TIEBACK WALL) CY 107.0000 24,931.00 233.000 24,931 (F) 083 STRUCTURE EXCAVATION (TYPE Y-1) CY 30.0000 95,520.00 3,184.000 95,520 (F) (AERIALLY DEPOSITED LEAD) 084 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 237,575.00 2,606.000 221,510 (F) 085 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 595,600.00 372.000 14,880.00 13,349.000 533,960 (F) 086 STRUCTURE BACKFILL (TIEBACK WALL) CY 145.0000 2,465.00 17.000 2,465.00 17.000 2,465 (F) 087 SAND BACKFILL CY 260.0000 3,900.00 0.000 0 088 DITCH EXCAVATION CY 35.0000 26,600.00 274.000 9,590 089 EARTH RETAINING STRUCTURE SQFT 49.0000 1,503,663.00 17,495.000 857,255 (F) (MECHANICALLY STABILIZED EARTH WALL) 090 ROADSIDE CLEARING LS 11,000.0000 11,000.00 0.032 352.00 0.808 8,888 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 150.0000 1,500.00 0.000 0 092 EROSION CONTROL (HYDROSEED)(TYPE 1) SQFT 0.1400 9,520.00 0.000 0 093 EROSION CONTROL (HYDROSEED)(TYPE 2) SQFT 0.0800 25,600.00 0.000 0 094 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.032 800.00 0.808 20,200 095 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.032 320.00 0.808 8,080 096 IRRIGATION SYSTEM LS 107,500.0000 107,500.00 0.032 3,440.00 0.820 88,150 097 WATER SUPPLY LINE (BRIDGE) LF 115.0000 124,545.00 1,010.000 116,150 098 8" CORRUGATED HIGH DENSITY LF 20.0000 6,800.00 0.000 0 POLYETHYLENE PIPE CONDUIT 099 8" WELDED STEEL PIPE CONDUIT LF 190.0000 5,700.00 0.000 0 (.250" THICK) 100 EXTEND 8" CONDUIT LF 22.0000 3,520.00 0.000 0 101 LIME TON 179.0000 121,720.00 45.730 8,185.67 45.730 8,185 102 LIME STABILIZED SOIL SQYD 2.0000 80,600.00 2,727.000 5,454.00 2,727.000 5,454 103 CLASS 2 AGGREGATE SUBBASE CY 33.0000 389,400.00 6,727.700 222,014 PROGRAM CAS145 PAGE 5 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 AGGREGATE BASE CY 33.0000 313,830.00 353.000 11,649.00 3,056.000 100,848 105 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 3,600.00 7.500 3,000 106 ASPHALTIC EMULSION (CURING SEAL) TON 740.0000 22,940.00 0.000 0 107 ASPHALT TREATED PERMEABLE BASE CY 133.0000 167,580.00 0.000 0 108 SLURRY SEAL TON 415.0000 66,400.00 0.000 0 109 HOT MIX ASPHALT TON 65.0000 1,443,000.00 3,137.610 203,944.65 7,054.650 458,552 110 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 96.0000 63,360.00 0.000 0 111 DATA CORE LS 7,500.0000 7,500.00 0.000 0 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4500 348.00 149.000 216.05 149.000 216 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4500 4,582.00 630.000 913.50 630.000 913 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4500 333.50 70.000 101.50 70.000 101 115 PLACE HOT MIX ASPHALT SQYD 39.0000 17,160.00 0.000 0 (MISCELLANEOUS AREA) 116 TACK COAT TON 1,100.0000 13,200.00 0.000 0 117 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 1,136,800.00 0.000 0 118 CONCRETE PAVEMENT CY 330.0000 191,400.00 0.000 0 (RAPID STRENGTH CONCRETE) 119 SEAL PAVEMENT JOINT LF 1.9000 49,400.00 0.000 0 120 SEAL ISOLATION JOINT LF 3.5000 21,630.00 0.000 0 121 GRIND EXISTING CONCRETE SQYD 5.4000 73,440.00 11,844.000 63,957 PAVEMENT 122 FURNISH STEEL PILING (HP 10 X 42) LF 21.0000 30,996.00 1,476.000 30,996 123 DRIVE STEEL PILE (HP 10 X 42) EA 1,400.0000 61,600.00 32.000 44,800 124 FURNISH STEEL PILING (HP 14 X 89) LF 46.0000 34,224.00 744.000 34,224 125 DRIVE STEEL PILE (HP 14 X 89) EA 2,040.0000 40,800.00 20.000 40,800 126 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 23.0000 82,317.00 2,419.000 55,637 127 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.0000 343,380.00 5,715.500 342,930 128 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 174,580.00 2,775.000 194,250 129 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 27.0000 24,840.00 920.000 24,840 130 FURNISH PILING (CLASS 90) LF 30.0000 19,860.00 605.000 18,150 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 90) EA 2,525.0000 30,300.00 11.000 27,775 (ALTERNATIVE X) 132 30" PERMANENT STEEL CASING LF 150.0000 13,650.00 91.000 13,650 133 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 1.000 175,000 134 TIEBACK ANCHOR EA 2,200.0000 85,800.00 39.000 85,800 135 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 332,625.00 893.000 334,875 (F) 136 STRUCTURAL CONCRETE, BRIDGE CY 720.0000 2,522,880.00 80.000 57,600.00 3,306.000 2,380,320 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 315.0000 1,589,490.00 62.000 19,530.00 4,735.000 1,491,525 (F) 138 STRUCTURAL CONCRETE, BARRIER SLAB CY 310.0000 269,700.00 483.000 149,730 (F) 139 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 190,080.00 239.000 129,060 (F) (TYPE N) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 920.0000 74,520.00 85.000 78,200 (TYPE R) 141 MINOR CONCRETE (MINOR STRUCTURE) CY 1,425.0000 243,675.00 77.940 111,064 (F) 142 ARCHITECTURAL TREATMENT SQFT 13.2000 66,726.00 5,055.000 66,726 (F) 143 ARCHITECTURAL TEXTURE SQFT 0.5000 16,783.00 19,510.000 9,755 (F) 144 FRACTURED RIB TEXTURE SQFT 1.7000 61,602.90 482.000 819.40 34,226.000 58,184 (F) 145 DRILL AND BOND DOWEL LF 18.0000 16,506.00 694.000 12,492 146 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,300.0000 7,300.00 1.000 7,300 RECTANGULAR GIRDER (30'-40') 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 8,700.00 1.000 8,700 RECTANGULAR GIRDER (40'-50') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,100.0000 13,100.00 1.000 13,100 RECTANGULAR GIRDER (60'-70') 149 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,500.0000 66,000.00 4.000 66,000.00 4.000 66,000 RECTANGULAR GIRDER (70'-80') 150 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,750.0000 75,000.00 4.000 75,000 RECTANGULAR GIRDER (80'-90') 151 FURNISH PRECAST PRESTRESSED CONCRETE I EA 7,000.0000 21,000.00 3.000 21,000 GIRDER (30'-40') 152 FURNISH PRECAST PRESTRESSED CONCRETE I EA 8,500.0000 25,500.00 3.000 25,500 GIRDER (40'-50') 153 FURNISH PRECAST PRESTRESSED CONCRETE I EA 13,000.0000 39,000.00 3.000 39,000 GIRDER (60'-70') 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,000.0000 84,000.00 2.000 84,000 BATHTUB GIRDER (70'-80') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 49,000.0000 49,000.00 1.000 49,000 BATHTUB GIRDER (80'-90') 156 FURNISH PRECAST PRESTRESSED CONCRETE EA 54,000.0000 54,000.00 1.000 54,000 BATHTUB GIRDER (90'-100') 157 ERECT PRECAST PRESTRESSED CONCRETE EA 3,250.0000 65,000.00 20.000 65,000 GIRDER PROGRAM CAS145 PAGE 7 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ERECT PRECAST PRESTRESSED CONCRETE EA 11,250.0000 45,000.00 4.000 45,000 BATHTUB GIRDER 159 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 0.500 15,000 160 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 15,600.00 0.000 0 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 12,512.00 0.000 0 (F) 162 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 842,805.00 13,859.000 207,885.00 21,788.000 326,820 (F) 163 PRESURE GROUT HOLE LF 46.0000 7,866.00 96.000 4,416 164 JOINT SEAL (MR 1/2") LF 50.0000 6,550.00 0.000 0 165 JOINT SEAL (MR 1") LF 53.0000 10,176.00 0.000 0 166 JOINT SEAL (MR 2") LF 98.0000 13,426.00 0.000 0 167 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 866,539.70 1,280,894.000 832,581 (F) 168 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 415,224.80 5,736.000 4,588.80 485,864.000 388,691 (F) 169 HEADED BAR REINFORCEMENT EA 15.0000 9,030.00 630.000 9,450 (F) 170 SHOTCRETE CY 500.0000 53,500.00 107.000 53,500 (F) 171 ASPHALT MEMBRANE WATERPROOFING SQFT 7.1000 18,772.40 2,644.000 18,772 (F) 172 COLUMN CASING LB 4.2000 688,380.00 163,859.000 688,207 173 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 18,294.50 1,095.000 3,832 WITH WALKWAY) 174 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.9000 15,158.30 1,095.000 3,175 WITH WALKWAY) 175 FURNISH SIGN STRUCTURE (TRUSS) LB 2.4000 437,738.40 133,161.000 319,586 (F) 176 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 54,717.30 133,161.000 39,948 (F) 177 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.1500 45,058.50 1,906.400 30,788 178 FURNISH LAMINATED PANEL SIGN SQFT 17.2500 1,207.50 0.000 0 (2 1/2"-TYPE B) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.6000 3,268.00 0.000 0 (0.063"-UNFRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 6,642.00 0.000 0 (0.080"-UNFRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.8000 901.60 0.000 0 (0.063"-FRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 490.00 0.000 0 (0.080"-FRAMED) 183 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 530.0000 63,600.00 91.000 48,230 (SIGN FOUNDATION) 184 METAL (RAIL MOUNTED SIGN) LB 13.0000 41,990.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROADSIDE SIGN - ONE POST EA 315.0000 13,230.00 0.000 0 186 ROADSIDE SIGN - TWO POST EA 700.0000 2,800.00 0.000 0 187 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 154.0000 3,696.00 0.000 0 METHOD) 188 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.3000 4,743.00 0.000 0 189 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,600.00 0.000 0 EXISTING POST 190 18" ALTERNATIVE PIPE CULVERT LF 60.0000 105,000.00 376.100 22,566.00 1,127.400 67,644 191 24" ALTERNATIVE PIPE CULVERT LF 70.0000 125,300.00 338.400 23,688.00 1,238.100 86,667 192 24" REINFORCED CONCRETE PIPE LF 85.0000 13,600.00 70.400 5,984.00 143.800 12,223 193 3" PLASTIC PIPE (EDGE DRAIN) LF 11.7000 60,372.00 450.000 5,265.00 450.000 5,265 194 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.7000 10,275.00 0.000 0 195 GEOCOMPOSITE DRAIN SQYD 50.0000 2,650.00 53.000 2,650 (F) 196 GRATED LINE DRAIN LF 113.0000 35,030.00 0.000 0 197 6" WELDED STEEL PIPE (.134" THICK) LF 70.0000 3,990.00 0.000 0 198 8" WELDED STEEL PIPE (.134" THICK) LF 80.0000 4,560.00 0.000 0 199 18" ALTERNATIVE FLARED END SECTION EA 364.0000 4,368.00 5.000 1,820 200 MINOR CONCRETE (BACKFILL) CY 62.0000 2,418.00 49.500 3,069 201 ROCK SLOPE PROTECTION (1 TON, METHOD B) CY 200.0000 3,800.00 19.000 3,800 202 ROCK SLOPE PROTECTION CY 138.0000 4,692.00 29.210 4,030 (1/4 TON, METHOD B) 203 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 212.0000 1,908.00 8.800 1,865 204 ROCK SLOPE PROTECTION CY 62.0000 3,844.00 37.980 2,354 (FACING, METHOD B) 205 ROCK SLOPE PROTECTION CY 163.0000 2,119.00 12.400 2,021 (BACKING NO. 2, METHOD B) 206 SLOPE PAVING (CONCRETE) CY 1,090.0000 109,000.00 19.000 20,710 (F) 207 SLOPE PAVING (AESTHETIC TREATMENT) SQFT 26.0000 61,828.00 0.000 0 (F) 208 MINOR CONCRETE (DITCH LINING) CY 394.0000 94,560.00 27.110 10,681.34 150.490 59,293 209 ROCK SLOPE PROTECTION FABRIC SQYD 3.4000 1,020.00 235.250 799 210 MINOR CONCRETE (CURB) CY 550.0000 52,250.00 14.350 7,892.50 14.350 7,892 211 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 9,000.00 0.000 0 CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (GUTTER) LF 35.0000 7,665.00 0.700 24.50 0.700 24 (F) 213 MINOR CONCRETE (PATTERNED) CY 450.0000 162,000.00 0.000 0 214 MINOR CONCRETE (SIDEWALK) CY 275.0000 30,250.00 2.500 687.50 2.500 687 215 MINOR CONCRETE (CURB RAMP) CY 300.0000 2,700.00 1.300 390.00 1.300 390 216 CURB RAMP DETECTABLE WARNING SURFACE SQFT 50.0000 1,700.00 15.000 750.00 15.000 750 217 MISCELLANEOUS IRON AND STEEL LB 1.9000 86,970.60 4,204.000 7,987 (F) 218 MISCELLANEOUS METAL (BRIDGE) LB 8.7000 22,002.30 1,679.000 14,607 (F) 219 BRIDGE DECK DRAINAGE SYSTEM LB 6.8000 7,820.00 1,150.000 7,820 (F) 220 8" DUCTILE IRON PIPE LF 115.0000 27,600.00 144.400 16,606 221 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 15,540.00 1,994.000 41,874 222 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 0.000 0 223 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0 224 20' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 1,700.00 0.000 0 225 DELINEATOR (CLASS 1) EA 27.0000 2,160.00 0.000 0 226 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 15,800.00 50.000 1,000.00 50.000 1,000 227 VEGETATION CONTROL (MINOR CONCRETE) SQYD 29.0000 17,400.00 60.000 1,740.00 60.000 1,740 228 CABLE RAILING LF 19.0000 4,712.00 124.000 2,356 (F) 229 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 1.000 3,000.00 1.000 3,000 230 END CAP (TYPE TC) EA 175.0000 700.00 1.000 175.00 1.000 175 231 END ANCHOR ASSEMBLY (TYPE SFT) EA 160.0000 800.00 2.000 320.00 2.000 320 232 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,375.0000 7,125.00 2.000 4,750.00 2.000 4,750 233 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,925.0000 11,550.00 0.000 0 234 CRASH CUSHION (REACT 9CBB) EA 55,000.0000 110,000.00 0.000 0 235 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0 236 CONCRETE BARRIER (TYPE 60) LF 31.0000 118,420.00 0.000 0 237 CONCRETE BARRIER (TYPE 60C) LF 82.0000 18,040.00 0.000 0 238 CONCRETE BARRIER (TYPE 60D) LF 51.0000 23,868.00 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 61.0000 80,764.00 384.000 23,424.00 955.000 58,255 (F) 240 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 255.0000 5,865.00 0.000 0 (F) 241 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 115.0000 46,115.00 0.000 0 (F) 242 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 77.0000 86,779.00 17.000 1,309.00 578.000 44,506 (F) 243 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 50.0000 375,700.00 1,900.000 95,000.00 4,843.000 242,150 (F) 244 CONCRETE BARRIER (TYPE A) LF 260.0000 7,800.00 0.000 0 (F) 245 CONCRETE BARRIER (TYPE B) LF 103.0000 14,729.00 0.000 0 (F) 246 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 14,475.00 0.000 0 247 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,910.00 0.000 0 248 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,745.00 0.000 0 (BROKEN 12-3) 249 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 10,125.00 0.000 0 250 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,280.00 0.000 0 (BROKEN 36-12) 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 1,007.60 0.000 0 (BROKEN 17-7) 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,360.00 0.000 0 (BROKEN 36-12) 253 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 11,970.00 4,071.000 610.65 4,071.000 610 254 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 4,730.00 0.000 0 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 8,980.00 98.000 196.00 98.000 196 256 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 53,000.0000 53,000.00 0.030 1,590.00 0.930 49,290 SYSTEM ELEMENTS DURING CONSTRUCTION 257 LIGHTING (STAGE CONSTRUCTION) LS 130,000.0000 130,000.00 1.000 130,000 258 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 0.014 5,250.00 0.564 211,500 259 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 76,000.0000 76,000.00 0.920 69,920 (LOCATION 1) STAGE 1A 260 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 1.000 58,000 (LOCATION 1) STAGE 1C 261 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.470 4,700 262 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 14.0000 10,220.00 689.000 9,646 263 CLOSED CIRCUIT TELEVISION SYSTEM LS 60,000.0000 60,000.00 0.042 2,520 (LOCATION 1) STAGE 1A 264 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,000.0000 68,000.00 0.180 12,240 (LOCATION 2) STAGE 1A 265 CLOSED CIRCUIT TELEVISION SYSTEM LS 58,000.0000 58,000.00 0.190 11,020 (LOCATION 3) STAGE 1A PROGRAM CAS145 PAGE 11 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 (LOCATION 4) STAGE 1A 267 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,500.0000 10,500.00 0.790 8,295 (LOCATION 4) STAGE 1C 268 CENSUS STATION (LOCATION 1) STAGE 1A LS 16,000.0000 16,000.00 0.500 8,000 269 CENSUS STATION (LOCATION 1) STAGE 2B LS 23,000.0000 23,000.00 0.110 2,530.00 0.337 7,751 270 CENSUS STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0 271 RAMP METERING SYSTEM (LOCATION 1) LS 24,000.0000 24,000.00 1.000 24,000 STAGE 1A 272 RAMP METERING SYSTEM (LOCATION 1) LS 6,000.0000 6,000.00 1.000 6,000 STAGE 2A 273 RAMP METERING SYSTEM (LOCATION 1) LS 28,000.0000 28,000.00 0.400 11,200 STAGE 2B 274 RAMP METERING SYSTEM (LOCATION 1) LS 56,000.0000 56,000.00 0.390 21,840 (LOCATION 1) 275 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000 STAGE 1A 276 RAMP METERING SYSTEM (LOCATION 2) LS 28,000.0000 28,000.00 0.390 10,920 STAGE 2A 277 RAMP METERING SYSTEM (LOCATION 2) LS 33,000.0000 33,000.00 0.437 14,421 STAGE 2B 278 RAMP METERING SYSTEM (LOCATION 2) LS 19,000.0000 19,000.00 0.000 0 279 RAMP METERING SYSTEM (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000 STAGE 1A AND 1B 280 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.316 18,960 STAGE 1C 281 RAMP METERING SYSTEM (LOCATION 3) LS 6,500.0000 6,500.00 0.000 0 STAGE 2A AND 2B 282 RAMP METERING SYSTEM (LOCATION 3) LS 19,000.0000 19,000.00 0.000 0 283 RAMP METERING SYSTEM (LOCATION 4) LS 33,000.0000 33,000.00 1.000 33,000 STAGE 1A 284 RAMP METERING SYSTEM (LOCATION 4) LS 11,000.0000 11,000.00 0.670 7,370 STAGE 1B 285 RAMP METERING SYSTEM (LOCATION 4) LS 35,000.0000 35,000.00 0.498 17,430 STAGE 1C 286 RAMP METERING SYSTEM (LOCATION 4) LS 3,500.0000 3,500.00 0.000 0 STAGE 2A AND 2B 287 RAMP METERING SYSTEM (LOCATION 4) LS 18,000.0000 18,000.00 0.000 0 288 TEMPORARY COMMUNICATION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000 289 COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 0.043 30,100.00 0.762 533,400 290 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 0.000 0 291 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 292 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 7.000 3,500 PROGRAM CAS145 PAGE 12 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 294 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 13.000 6,500 PROGRAM CAS145 PAGE 13 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 07:11 AM ESTIMATE NO. 31 BID OPENING 07/22/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 953,458.66 18,198,343.24 ADJUSTMENT OF COMPENSATION 0.00 67,877.87 EXTRA WORK 8,330.92 393,365.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 961,789.58 18,659,586.66 295 MOBILIZATION LS 1,177,219.5000 1,177,219.50 1.000 1,177,219 ORIGINAL CONTRACT AMOUNT 28,581,800.00 TOTAL WORK COMPLETED 961,789.58 19,836,806.16 MATERIALS ON HAND ON SITE 392,939.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 961,789.58 20,214,745.27 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 10/26/10 660 12/20/10 12/20/10 10/22/13 533 50 0 0 67% 81% PROGRESS IS SATISFACTORY LINDQUIST,KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/13