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 01/25/12 EST. NO.13 TIME 11:41 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 0029 1,044.45 E.W. @ F.A.(+) 071111 N 0054.0 0030 161.18 081511 N 0063.0 0035 128.95 090211 N 0068.0 0037 193.42 091711 N 0071.0 0061 99.13 110911 N 0118.0 0062 99.13 111611 N 0122.0 0064 1,246.15 113011 N 0137.0 002 0006 1,569.43 E.W. @ F.A.(+) 070111 N 0050.1 003 0018 166.50 E.W. @ F.A.(+) 100111 N 0126.0 027 0001 472.34 E.W. @ F.A.(+) 110811 N 0115.0 0002 1,159.95 110811 N 0116.0 033 0007 397.86 E.W. @ F.A.(+) 110911 N 0119.0 0008 295.93 111511 N 0121.0 0009 831.90 111611 N 0123.0 0010 475.25 111711 N 0124.0 0011 688.81 121111 N 0125.0 0013 1,083.60 121411 N 0128.0 0014 1,060.19 121511 N 0129.0 0015 786.14 121611 N 0130.0 11,960.31 TOTAL THIS ESTIMATE 93,619.89 TOTAL PREVIOUS ESTIMATE 105,580.20 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 01/25/12 EST. NO.13 TIME 11:41 AM R.E. NAME: LINDQUIST,KARL 12-0F0314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 LOCATION RERUN 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 660,000.00 19.000 19,000.00 250.000 250,000.00 004 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 1,350.00 0.000 0.00 005 TEMPORARY FENCE LF 19.0000 3,420.00 120.000 2,280.00 (TYPE CL-6 W/PRIVACY SCREEN) 006 TEMPORARY GATE (TYPE CL-6 WITH PRIVACY EA 100.0000 300.00 0.000 0.00 SCREEN) 007 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.029 870.00 0.379 11,370.00 008 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.530 2,120.00 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 57,800.00 3,920.000 7,840.00 010 TEMPORARY SILT FENCE LF 1.7000 11,866.00 7,326.000 12,454.20 011 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,800.00 619.000 1,857.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,250.0000 5,000.00 2.000 2,500.00 013 TEMPORARY CHECK DAM LF 1.7000 3,723.00 593.000 1,008.10 014 MOVE-IN/MOVE-OUT EA 150.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 12,650.00 40.000 4,600.00 016 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 22,000.00 0.000 0.00 (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 150,000.0000 150,000.00 0.029 4,350.00 0.379 56,850.00 018 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 10,000.00 6.000 6,000.00 019 CONSTRUCTION AREA SIGNS LS 26,000.0000 26,000.00 0.600 15,600.00 020 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.029 14,500.00 0.379 189,500.00 021 TYPE III BARRICADE EA 30.0000 1,020.00 2.000 60.00 14.000 420.00 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 63,300.00 87,994.000 26,398.20 PROGRAM CAS145 PAGE 2 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 7,320.00 166.000 1,992.00 024 TEMPORARY PAVEMENT MARKER EA 3.2500 33,800.00 4,931.000 16,025.75 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.029 2,175.00 0.379 28,425.00 026 TEMPORARY RAILING (TYPE K) LF 6.0000 257,400.00 360.000 2,160.00 14,880.000 89,280.00 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 105,000.00 144.000 36,000.00 028 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,400.00 12,662.000 25,324.00 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2500 16,925.00 54,730.000 13,682.50 STRIPE (HAZARDOUS WASTE) 030 ABANDON CULVERT LF 22.0000 2,860.00 0.000 0.00 031 REMOVE CHAIN LINK FENCE LF 4.9000 4,214.00 220.000 1,078.00 032 REMOVE GATE EA 100.0000 300.00 0.000 0.00 033 REMOVE METAL BEAM GUARD RAILING LF 5.7500 11,960.00 1,825.000 10,493.75 034 REMOVE FLARED END SECTION EA 400.0000 2,800.00 7.000 2,800.00 035 REMOVE CABLE RAILING LF 2.8000 2,688.00 323.000 904.40 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.2200 400.40 0.000 0.00 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 16,368.00 40,055.000 8,812.10 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 6,150.00 80.000 200.00 039 REMOVE PAVEMENT MARKER EA 0.5000 4,190.00 5,961.000 2,980.50 040 REMOVE ROADSIDE SIGN EA 50.0000 4,500.00 26.000 1,300.00 041 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,300.00 0.000 0.00 042 REMOVE SIGN STRUCTURE EA 3,915.0000 31,320.00 2.000 7,830.00 043 REMOVE OVERHEAD SIGN PANEL EA 250.0000 1,000.00 2.000 500.00 044 REMOVE BRIDGE MOUNTED SIGN PANEL EA 500.0000 1,500.00 1.000 500.00 045 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 500.00 0.000 0.00 046 REMOVE OVERSIDE DRAIN EA 700.0000 3,500.00 2.000 1,400.00 047 REMOVE CULVERT LF 15.0000 27,150.00 595.000 8,925.00 048 REMOVE INLET EA 800.0000 26,400.00 9.000 7,200.00 049 REMOVE RETAINING WALL CY 64.0000 78,080.00 319.100 20,422.40 PROGRAM CAS145 PAGE 3 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE AND RECONSTRUCT BLOCK WALL SQFT 40.0000 6,800.00 26.000 1,040.00 051 REMOVE ROCK SLOPE PROTECTION CY 520.0000 1,040.00 1.980 1,029.60 052 REMOVE CONCRETE PAVEMENT SQYD 53.0000 14,310.00 0.000 0.00 053 REMOVE ROCK BLANKET CY 84.0000 17,640.00 0.000 0.00 054 RELOCATE ART PANEL EA 250.0000 45,000.00 70.000 17,500.00 055 ADJUST INLET EA 1,250.0000 2,500.00 0.000 0.00 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2000 25,358.00 0.000 0.00 057 REMOVE CONCRETE CURB LF 7.5000 21,600.00 428.000 3,210.00 058 REMOVE CONCRETE SIDEWALK SQYD 10.0000 6,500.00 38.200 382.00 58.200 582.00 059 REMOVE CONCRETE (CHANNEL) CY 80.0000 12,800.00 106.700 8,536.00 060 REMOVE CONCRETE BARRIER LF 29.0000 6,090.00 0.000 0.00 061 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.4000 4,379.20 0.000 0.00 062 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 14,440.00 0.000 0.00 063 REMOVE CONCRETE (MISCELLANEOUS) SQYD 12.0000 16,080.00 498.000 5,976.00 064 REMOVE SOUND WALL SQYD 20.0000 84,000.00 2,088.910 41,778.20 065 CAP INLET EA 1,250.0000 7,500.00 0.000 0.00 066 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 067 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,500.0000 13,500.00 0.000 0.00 068 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 1.000 9,000.00 069 BRIDGE REMOVAL (PORTION), LOCATION C LS 8,500.0000 8,500.00 1.000 8,500.00 070 BRIDGE REMOVAL (PORTION), LOCATION D LS 16,000.0000 16,000.00 1.000 16,000.00 071 BRIDGE REMOVAL (PORTION), LOCATION E LS 35,000.0000 35,000.00 1.000 35,000.00 072 BRIDGE REMOVAL (PORTION), LOCATION F LS 8,500.0000 8,500.00 1.000 8,500.00 073 BRIDGE REMOVAL (PORTION), LOCATION G LS 8,500.0000 8,500.00 0.000 0.00 074 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.850 127,500.00 075 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.029 580.00 0.379 7,580.00 076 ROADWAY EXCAVATION CY 16.0000 1,044,800.00 -219.590 -3,513.44 10,984.470 175,751.52 PROGRAM CAS145 PAGE 4 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 19.5000 235,950.00 1,559.800 30,416.10 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 079 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.500 5,000.00 080 STRUCTURE EXCAVATION (BRIDGE) CY 83.0000 315,068.00 410.000 34,030.00 3,059.000 253,897.00 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 357,345.00 9,812.000 264,924.00 (F) 082 STRUCTURE EXCAVATION (TIEBACK WALL) CY 107.0000 24,931.00 78.000 8,346.00 (F) 083 STRUCTURE EXCAVATION (TYPE Y-1) CY 30.0000 95,520.00 2,197.000 65,910.00 (F) (AERIALLY DEPOSITED LEAD) 084 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 237,575.00 170.000 14,450.00 1,424.000 121,040.00 (F) 085 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 595,600.00 1,680.000 67,200.00 8,366.000 334,640.00 (F) 086 STRUCTURE BACKFILL (TIEBACK WALL) CY 145.0000 2,465.00 0.000 0.00 (F) 087 SAND BACKFILL CY 260.0000 3,900.00 0.000 0.00 088 DITCH EXCAVATION CY 35.0000 26,600.00 259.000 9,065.00 089 EARTH RETAINING STRUCTURE SQFT 49.0000 1,503,663.00 10,500.000 514,500.00 10,500.000 514,500.00 (F) (MECHANICALLY STABILIZED EARTH WALL) 090 ROADSIDE CLEARING LS 11,000.0000 11,000.00 0.000 0.00 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 150.0000 1,500.00 0.000 0.00 092 EROSION CONTROL (HYDROSEED)(TYPE 1) SQFT 0.1400 9,520.00 0.000 0.00 093 EROSION CONTROL (HYDROSEED)(TYPE 2) SQFT 0.0800 25,600.00 0.000 0.00 094 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.029 725.00 0.379 9,475.00 095 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.029 290.00 0.379 3,790.00 096 IRRIGATION SYSTEM LS 107,500.0000 107,500.00 0.029 3,117.50 0.391 42,032.50 097 WATER SUPPLY LINE (BRIDGE) LF 115.0000 124,545.00 565.000 64,975.00 098 8" CORRUGATED HIGH DENSITY LF 20.0000 6,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 099 8" WELDED STEEL PIPE CONDUIT LF 190.0000 5,700.00 0.000 0.00 (.250" THICK) 100 EXTEND 8" CONDUIT LF 22.0000 3,520.00 0.000 0.00 101 LIME TON 179.0000 121,720.00 0.000 0.00 102 LIME STABILIZED SOIL SQYD 2.0000 80,600.00 0.000 0.00 103 CLASS 2 AGGREGATE SUBBASE CY 33.0000 389,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 AGGREGATE BASE CY 33.0000 313,830.00 0.000 0.00 105 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 3,600.00 0.000 0.00 106 ASPHALTIC EMULSION (CURING SEAL) TON 740.0000 22,940.00 0.000 0.00 107 ASPHALT TREATED PERMEABLE BASE CY 133.0000 167,580.00 0.000 0.00 108 SLURRY SEAL TON 415.0000 66,400.00 0.000 0.00 109 HOT MIX ASPHALT TON 65.0000 1,443,000.00 0.000 0.00 110 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 96.0000 63,360.00 0.000 0.00 111 DATA CORE LS 7,500.0000 7,500.00 0.000 0.00 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4500 348.00 0.000 0.00 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4500 4,582.00 0.000 0.00 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4500 333.50 0.000 0.00 115 PLACE HOT MIX ASPHALT SQYD 39.0000 17,160.00 0.000 0.00 (MISCELLANEOUS AREA) 116 TACK COAT TON 1,100.0000 13,200.00 0.000 0.00 117 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 1,136,800.00 0.000 0.00 118 CONCRETE PAVEMENT CY 330.0000 191,400.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 119 SEAL PAVEMENT JOINT LF 1.9000 49,400.00 0.000 0.00 120 SEAL ISOLATION JOINT LF 3.5000 21,630.00 0.000 0.00 121 GRIND EXISTING CONCRETE SQYD 5.4000 73,440.00 11,844.000 63,957.60 PAVEMENT 122 FURNISH STEEL PILING (HP 10 X 42) LF 21.0000 30,996.00 1,044.000 21,924.00 1,044.000 21,924.00 123 DRIVE STEEL PILE (HP 10 X 42) EA 1,400.0000 61,600.00 32.000 44,800.00 32.000 44,800.00 124 FURNISH STEEL PILING (HP 14 X 89) LF 46.0000 34,224.00 744.000 34,224.00 125 DRIVE STEEL PILE (HP 14 X 89) EA 2,040.0000 40,800.00 20.000 40,800.00 126 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 23.0000 82,317.00 504.000 11,592.00 127 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.0000 343,380.00 1,018.500 61,110.00 4,270.000 256,200.00 128 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 174,580.00 555.000 38,850.00 1,849.500 129,465.00 129 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 27.0000 24,840.00 0.000 0.00 130 FURNISH PILING (CLASS 90) LF 30.0000 19,860.00 605.000 18,150.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 90) EA 2,525.0000 30,300.00 11.000 27,775.00 (ALTERNATIVE X) 132 30" PERMANENT STEEL CASING LF 150.0000 13,650.00 91.000 13,650.00 133 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 0.250 43,750.00 0.500 87,500.00 134 TIEBACK ANCHOR EA 2,200.0000 85,800.00 0.000 0.00 135 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 332,625.00 62.000 23,250.00 535.000 200,625.00 (F) 136 STRUCTURAL CONCRETE, BRIDGE CY 720.0000 2,522,880.00 75.000 54,000.00 1,992.000 1,434,240.00 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 315.0000 1,589,490.00 189.000 59,535.00 3,369.000 1,061,235.00 (F) 138 STRUCTURAL CONCRETE, BARRIER SLAB CY 310.0000 269,700.00 0.000 0.00 (F) 139 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 190,080.00 0.000 0.00 (F) (TYPE N) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 920.0000 74,520.00 0.000 0.00 (TYPE R) 141 MINOR CONCRETE (MINOR STRUCTURE) CY 1,425.0000 243,675.00 0.670 954.75 30.930 44,075.25 (F) 142 ARCHITECTURAL TREATMENT SQFT 13.2000 66,726.00 5,055.000 66,726.00 (F) 143 ARCHITECTURAL TEXTURE SQFT 0.5000 16,783.00 10,500.000 5,250.00 10,500.000 5,250.00 (F) 144 FRACTURED RIB TEXTURE SQFT 1.7000 61,602.90 997.000 1,694.90 24,022.000 40,837.40 (F) 145 DRILL AND BOND DOWEL LF 18.0000 16,506.00 305.000 5,490.00 146 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,300.0000 7,300.00 1.000 7,300.00 RECTANGULAR GIRDER (30'-40') 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 8,700.00 1.000 8,700.00 RECTANGULAR GIRDER (40'-50') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,100.0000 13,100.00 1.000 13,100.00 RECTANGULAR GIRDER (60'-70') 149 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,500.0000 66,000.00 0.000 0.00 RECTANGULAR GIRDER (70'-80') 150 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,750.0000 75,000.00 0.000 0.00 RECTANGULAR GIRDER (80'-90') 151 FURNISH PRECAST PRESTRESSED CONCRETE I EA 7,000.0000 21,000.00 3.000 21,000.00 GIRDER (30'-40') 152 FURNISH PRECAST PRESTRESSED CONCRETE I EA 8,500.0000 25,500.00 3.000 25,500.00 GIRDER (40'-50') 153 FURNISH PRECAST PRESTRESSED CONCRETE I EA 13,000.0000 39,000.00 3.000 39,000.00 GIRDER (60'-70') 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,000.0000 84,000.00 0.000 0.00 BATHTUB GIRDER (70'-80') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 49,000.0000 49,000.00 0.000 0.00 BATHTUB GIRDER (80'-90') 156 FURNISH PRECAST PRESTRESSED CONCRETE EA 54,000.0000 54,000.00 0.000 0.00 BATHTUB GIRDER (90'-100') 157 ERECT PRECAST PRESTRESSED CONCRETE EA 3,250.0000 65,000.00 12.000 39,000.00 GIRDER PROGRAM CAS145 PAGE 7 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ERECT PRECAST PRESTRESSED CONCRETE EA 11,250.0000 45,000.00 0.000 0.00 BATHTUB GIRDER 159 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 160 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 15,600.00 0.000 0.00 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 12,512.00 0.000 0.00 (F) 162 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 842,805.00 1,127.000 16,905.00 (F) 163 PRESURE GROUT HOLE LF 46.0000 7,866.00 96.000 4,416.00 164 JOINT SEAL (MR 1/2") LF 50.0000 6,550.00 0.000 0.00 165 JOINT SEAL (MR 1") LF 53.0000 10,176.00 0.000 0.00 166 JOINT SEAL (MR 2") LF 98.0000 13,426.00 0.000 0.00 167 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 866,539.70 120,000.000 78,000.00 791,690.000 514,598.50 (F) 168 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 415,224.80 19,956.000 15,964.80 299,731.000 239,784.80 (F) 169 HEADED BAR REINFORCEMENT EA 15.0000 9,030.00 394.000 5,910.00 (F) 170 SHOTCRETE CY 500.0000 53,500.00 33.000 16,500.00 33.000 16,500.00 (F) 171 ASPHALT MEMBRANE WATERPROOFING SQFT 7.1000 18,772.40 1,333.000 9,464.30 (F) 172 COLUMN CASING LB 4.2000 688,380.00 67,556.000 283,735.20 173 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 18,294.50 0.000 0.00 WITH WALKWAY) 174 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.9000 15,158.30 0.000 0.00 WITH WALKWAY) 175 FURNISH SIGN STRUCTURE (TRUSS) LB 2.4000 437,738.40 18,550.000 44,520.00 (F) 176 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 54,717.30 18,550.000 5,565.00 (F) 177 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.1500 45,058.50 1,186.400 19,160.36 178 FURNISH LAMINATED PANEL SIGN SQFT 17.2500 1,207.50 0.000 0.00 (2 1/2"-TYPE B) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.6000 3,268.00 0.000 0.00 (0.063"-UNFRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 6,642.00 0.000 0.00 (0.080"-UNFRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.8000 901.60 0.000 0.00 (0.063"-FRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 490.00 0.000 0.00 (0.080"-FRAMED) 183 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 530.0000 63,600.00 23.000 12,190.00 (SIGN FOUNDATION) 184 METAL (RAIL MOUNTED SIGN) LB 13.0000 41,990.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ROADSIDE SIGN - ONE POST EA 315.0000 13,230.00 0.000 0.00 186 ROADSIDE SIGN - TWO POST EA 700.0000 2,800.00 0.000 0.00 187 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 154.0000 3,696.00 0.000 0.00 METHOD) 188 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.3000 4,743.00 0.000 0.00 189 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,600.00 0.000 0.00 EXISTING POST 190 18" ALTERNATIVE PIPE CULVERT LF 60.0000 105,000.00 17.600 1,056.00 175.700 10,542.00 191 24" ALTERNATIVE PIPE CULVERT LF 70.0000 125,300.00 -48.000 -3,360.00 453.500 31,745.00 192 24" REINFORCED CONCRETE PIPE LF 85.0000 13,600.00 73.400 6,239.00 193 3" PLASTIC PIPE (EDGE DRAIN) LF 11.7000 60,372.00 0.000 0.00 194 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.7000 10,275.00 0.000 0.00 195 GEOCOMPOSITE DRAIN SQYD 50.0000 2,650.00 0.000 0.00 (F) 196 GRATED LINE DRAIN LF 113.0000 35,030.00 0.000 0.00 197 6" WELDED STEEL PIPE (.134" THICK) LF 70.0000 3,990.00 0.000 0.00 198 8" WELDED STEEL PIPE (.134" THICK) LF 80.0000 4,560.00 0.000 0.00 199 18" ALTERNATIVE FLARED END SECTION EA 364.0000 4,368.00 0.000 0.00 200 MINOR CONCRETE (BACKFILL) CY 62.0000 2,418.00 10.450 647.90 49.500 3,069.00 201 ROCK SLOPE PROTECTION (1 TON, METHOD B) CY 200.0000 3,800.00 0.000 0.00 202 ROCK SLOPE PROTECTION CY 138.0000 4,692.00 17.600 2,428.80 17.600 2,428.80 (1/4 TON, METHOD B) 203 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 212.0000 1,908.00 0.000 0.00 204 ROCK SLOPE PROTECTION CY 62.0000 3,844.00 0.000 0.00 (FACING, METHOD B) 205 ROCK SLOPE PROTECTION CY 163.0000 2,119.00 8.000 1,304.00 8.000 1,304.00 (BACKING NO. 2, METHOD B) 206 SLOPE PAVING (CONCRETE) CY 1,090.0000 109,000.00 0.000 0.00 (F) 207 SLOPE PAVING (AESTHETIC TREATMENT) SQFT 26.0000 61,828.00 0.000 0.00 (F) 208 MINOR CONCRETE (DITCH LINING) CY 394.0000 94,560.00 0.300 118.20 209 ROCK SLOPE PROTECTION FABRIC SQYD 3.4000 1,020.00 0.000 0.00 210 MINOR CONCRETE (CURB) CY 550.0000 52,250.00 0.000 0.00 211 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 9,000.00 0.000 0.00 CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (GUTTER) LF 35.0000 7,665.00 0.000 0.00 (F) 213 MINOR CONCRETE (PATTERNED) CY 450.0000 162,000.00 0.000 0.00 214 MINOR CONCRETE (SIDEWALK) CY 275.0000 30,250.00 0.000 0.00 215 MINOR CONCRETE (CURB RAMP) CY 300.0000 2,700.00 0.000 0.00 216 CURB RAMP DETECTABLE WARNING SURFACE SQFT 50.0000 1,700.00 0.000 0.00 217 MISCELLANEOUS IRON AND STEEL LB 1.9000 86,970.60 0.000 0.00 (F) 218 MISCELLANEOUS METAL (BRIDGE) LB 8.7000 22,002.30 0.000 0.00 (F) 219 BRIDGE DECK DRAINAGE SYSTEM LB 6.8000 7,820.00 0.000 0.00 (F) 220 8" DUCTILE IRON PIPE LF 115.0000 27,600.00 0.000 0.00 221 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 15,540.00 1,014.000 21,294.00 222 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 0.000 0.00 223 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0.00 224 20' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 1,700.00 0.000 0.00 225 DELINEATOR (CLASS 1) EA 27.0000 2,160.00 0.000 0.00 226 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 15,800.00 0.000 0.00 227 VEGETATION CONTROL (MINOR CONCRETE) SQYD 29.0000 17,400.00 0.000 0.00 228 CABLE RAILING LF 19.0000 4,712.00 0.000 0.00 (F) 229 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 230 END CAP (TYPE TC) EA 175.0000 700.00 0.000 0.00 231 END ANCHOR ASSEMBLY (TYPE SFT) EA 160.0000 800.00 0.000 0.00 232 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,375.0000 7,125.00 0.000 0.00 233 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,925.0000 11,550.00 0.000 0.00 234 CRASH CUSHION (REACT 9CBB) EA 55,000.0000 110,000.00 0.000 0.00 235 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0.00 236 CONCRETE BARRIER (TYPE 60) LF 31.0000 118,420.00 0.000 0.00 237 CONCRETE BARRIER (TYPE 60C) LF 82.0000 18,040.00 0.000 0.00 238 CONCRETE BARRIER (TYPE 60D) LF 51.0000 23,868.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 10 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 61.0000 80,764.00 408.000 24,888.00 (F) 240 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 255.0000 5,865.00 0.000 0.00 (F) 241 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 115.0000 46,115.00 0.000 0.00 (F) 242 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 77.0000 86,779.00 0.000 0.00 (F) 243 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 50.0000 375,700.00 0.000 0.00 (F) 244 CONCRETE BARRIER (TYPE A) LF 260.0000 7,800.00 0.000 0.00 (F) 245 CONCRETE BARRIER (TYPE B) LF 103.0000 14,729.00 0.000 0.00 (F) 246 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 14,475.00 0.000 0.00 247 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,910.00 0.000 0.00 248 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,745.00 0.000 0.00 (BROKEN 12-3) 249 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 10,125.00 0.000 0.00 250 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,280.00 0.000 0.00 (BROKEN 36-12) 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 1,007.60 0.000 0.00 (BROKEN 17-7) 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,360.00 0.000 0.00 (BROKEN 36-12) 253 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 11,970.00 0.000 0.00 254 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 4,730.00 0.000 0.00 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 8,980.00 0.000 0.00 256 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 53,000.0000 53,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 257 LIGHTING (STAGE CONSTRUCTION) LS 130,000.0000 130,000.00 0.916 119,080.00 258 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 0.041 15,375.00 0.066 24,750.00 259 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 76,000.0000 76,000.00 0.200 15,200.00 (LOCATION 1) STAGE 1A 260 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 0.000 0.00 (LOCATION 1) STAGE 1C 261 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 262 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 14.0000 10,220.00 140.000 1,960.00 453.000 6,342.00 263 CLOSED CIRCUIT TELEVISION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 (LOCATION 1) STAGE 1A 264 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,000.0000 68,000.00 0.000 0.00 (LOCATION 2) STAGE 1A 265 CLOSED CIRCUIT TELEVISION SYSTEM LS 58,000.0000 58,000.00 0.000 0.00 (LOCATION 3) STAGE 1A PROGRAM CAS145 PAGE 11 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.300 12,000.00 (LOCATION 4) STAGE 1A 267 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,500.0000 10,500.00 0.300 3,150.00 (LOCATION 4) STAGE 1C 268 CENSUS STATION (LOCATION 1) STAGE 1A LS 16,000.0000 16,000.00 0.500 8,000.00 269 CENSUS STATION (LOCATION 1) STAGE 2B LS 23,000.0000 23,000.00 0.170 3,910.00 270 CENSUS STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 271 RAMP METERING SYSTEM (LOCATION 1) LS 24,000.0000 24,000.00 1.000 24,000.00 STAGE 1A 272 RAMP METERING SYSTEM (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 STAGE 2A 273 RAMP METERING SYSTEM (LOCATION 1) LS 28,000.0000 28,000.00 0.000 0.00 STAGE 2B 274 RAMP METERING SYSTEM (LOCATION 1) LS 56,000.0000 56,000.00 0.000 0.00 (LOCATION 1) 275 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000.00 STAGE 1A 276 RAMP METERING SYSTEM (LOCATION 2) LS 28,000.0000 28,000.00 0.000 0.00 STAGE 2A 277 RAMP METERING SYSTEM (LOCATION 2) LS 33,000.0000 33,000.00 0.000 0.00 STAGE 2B 278 RAMP METERING SYSTEM (LOCATION 2) LS 19,000.0000 19,000.00 0.000 0.00 279 RAMP METERING SYSTEM (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000.00 STAGE 1A AND 1B 280 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.000 0.00 STAGE 1C 281 RAMP METERING SYSTEM (LOCATION 3) LS 6,500.0000 6,500.00 0.000 0.00 STAGE 2A AND 2B 282 RAMP METERING SYSTEM (LOCATION 3) LS 19,000.0000 19,000.00 0.000 0.00 283 RAMP METERING SYSTEM (LOCATION 4) LS 33,000.0000 33,000.00 1.000 33,000.00 STAGE 1A 284 RAMP METERING SYSTEM (LOCATION 4) LS 11,000.0000 11,000.00 0.050 550.00 STAGE 1B 285 RAMP METERING SYSTEM (LOCATION 4) LS 35,000.0000 35,000.00 0.000 0.00 STAGE 1C 286 RAMP METERING SYSTEM (LOCATION 4) LS 3,500.0000 3,500.00 0.000 0.00 STAGE 2A AND 2B 287 RAMP METERING SYSTEM (LOCATION 4) LS 18,000.0000 18,000.00 0.000 0.00 288 TEMPORARY COMMUNICATION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000.00 289 COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 0.065 45,500.00 290 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 0.000 0.00 291 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 292 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 6.000 3,000.00 PROGRAM CAS145 PAGE 12 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 294 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 2.000 1,000.00 PROGRAM CAS145 PAGE 13 DATE 01/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 11:41 AM ESTIMATE NO. 13 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 01/20/12 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 01/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,159,871.21 8,836,842.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 11,960.31 105,580.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,171,831.52 8,942,422.43 295 MOBILIZATION LS 177,219.5000 1,177,219.50 0.950 1,118,358.53 ORIGINAL CONTRACT AMOUNT 28,581,800.00 TOTAL WORK COMPLETED 1,171,831.52 10,060,780.96 MATERIALS ON HAND ON SITE 405,003.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,171,831.52 10,465,784.06 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 09/10/13 250 23 0 0 35% 38% PROGRESS IS SATISFACTORY LINDQUIST,KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/12