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 07/25/11 EST. NO.07 TIME 10:08 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 0011 2,021.81 E.W. @ F.A.(+) 042811 N 0021.0 0012 417.71 050211 N 0022.0 0013 934.71 051011 N 0024.0 0014 504.65 052411 N 0027.0 0015 148.25 052611 N 0028.0 0016 909.35 050911 N 0025.0 4,936.48 TOTAL THIS ESTIMATE 34,416.44 TOTAL PREVIOUS ESTIMATE 39,352.92 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 07/25/11 EST. NO.07 TIME 10:08 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.035 175.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 660,000.00 21.000 21,000.00 135.000 135,000.00 04 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 1,350.00 0.000 0.00 05 TEMPORARY FENCE LF 19.0000 3,420.00 120.000 2,280.00 (TYPE CL-6 W/PRIVACY SCREEN) 06 TEMPORARY GATE (TYPE CL-6 WITH PRIVACY EA 100.0000 300.00 0.000 0.00 SCREEN) 07 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.032 960.00 0.205 6,150.00 08 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.530 2,120.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL LF 2.0000 57,800.00 2,580.000 5,160.00 10 TEMPORARY SILT FENCE LF 1.7000 11,866.00 6,978.000 11,862.60 11 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,800.00 594.000 1,782.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 1,250.0000 5,000.00 0.000 0.00 13 TEMPORARY CHECK DAM LF 1.7000 3,723.00 593.000 1,008.10 14 MOVE-IN/MOVE-OUT EA 150.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 12,650.00 40.000 4,600.00 16 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 22,000.00 0.000 0.00 (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 150,000.0000 150,000.00 0.032 4,800.00 0.205 30,750.00 18 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 10,000.00 6.000 6,000.00 19 CONSTRUCTION AREA SIGNS LS 26,000.0000 26,000.00 0.540 14,040.00 20 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.032 16,000.00 0.205 102,500.00 21 TYPE III BARRICADE EA 30.0000 1,020.00 4.000 120.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 63,300.00 87,994.000 26,398.20 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 7,320.00 166.000 1,992.00 24 TEMPORARY PAVEMENT MARKER EA 3.2500 33,800.00 4,931.000 16,025.75 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.032 2,400.00 0.205 15,375.00 26 TEMPORARY RAILING (TYPE K) LF 6.0000 257,400.00 480.000 2,880.00 13,740.000 82,440.00 27 TEMPORARY CRASH CUSHION MODULE EA 250.0000 105,000.00 22.000 5,500.00 133.000 33,250.00 28 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,400.00 12,542.000 25,084.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2500 16,925.00 54,730.000 13,682.50 STRIPE (HAZARDOUS WASTE) 30 ABANDON CULVERT LF 22.0000 2,860.00 0.000 0.00 31 REMOVE CHAIN LINK FENCE LF 4.9000 4,214.00 220.000 1,078.00 32 REMOVE GATE EA 100.0000 300.00 0.000 0.00 33 REMOVE METAL BEAM GUARD RAILING LF 5.7500 11,960.00 1,825.000 10,493.75 34 REMOVE FLARED END SECTION EA 400.0000 2,800.00 7.000 2,800.00 7.000 2,800.00 35 REMOVE CABLE RAILING LF 2.8000 2,688.00 323.000 904.40 36 REMOVE PAINTED TRAFFIC STRIPE LF 0.2200 400.40 0.000 0.00 37 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 16,368.00 40,055.000 8,812.10 38 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 6,150.00 80.000 200.00 39 REMOVE PAVEMENT MARKER EA 0.5000 4,190.00 5,961.000 2,980.50 40 REMOVE ROADSIDE SIGN EA 50.0000 4,500.00 2.000 100.00 24.000 1,200.00 41 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,300.00 0.000 0.00 42 REMOVE SIGN STRUCTURE EA 3,915.0000 31,320.00 1.000 3,915.00 43 REMOVE OVERHEAD SIGN PANEL EA 250.0000 1,000.00 2.000 500.00 44 REMOVE BRIDGE MOUNTED SIGN PANEL EA 500.0000 1,500.00 0.000 0.00 45 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 500.00 0.000 0.00 46 REMOVE OVERSIDE DRAIN EA 700.0000 3,500.00 2.000 1,400.00 2.000 1,400.00 47 REMOVE CULVERT LF 15.0000 27,150.00 348.000 5,220.00 396.000 5,940.00 48 REMOVE INLET EA 800.0000 26,400.00 1.000 800.00 6.000 4,800.00 49 REMOVE RETAINING WALL CY 64.0000 78,080.00 319.100 20,422.40 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE AND RECONSTRUCT BLOCK WALL SQFT 40.0000 6,800.00 26.000 1,040.00 51 REMOVE ROCK SLOPE PROTECTION CY 520.0000 1,040.00 1.980 1,029.60 1.980 1,029.60 52 REMOVE CONCRETE PAVEMENT SQYD 53.0000 14,310.00 0.000 0.00 53 REMOVE ROCK BLANKET CY 84.0000 17,640.00 0.000 0.00 54 RELOCATE ART PANEL EA 250.0000 45,000.00 70.000 17,500.00 55 ADJUST INLET EA 1,250.0000 2,500.00 0.000 0.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2000 25,358.00 0.000 0.00 57 REMOVE CONCRETE CURB LF 7.5000 21,600.00 428.000 3,210.00 58 REMOVE CONCRETE SIDEWALK SQYD 10.0000 6,500.00 0.000 0.00 59 REMOVE CONCRETE (CHANNEL) CY 80.0000 12,800.00 106.700 8,536.00 106.700 8,536.00 60 REMOVE CONCRETE BARRIER LF 29.0000 6,090.00 0.000 0.00 61 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.4000 4,379.20 0.000 0.00 62 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 14,440.00 0.000 0.00 63 REMOVE CONCRETE (MISCELLANEOUS) SQYD 12.0000 16,080.00 498.000 5,976.00 64 REMOVE SOUND WALL SQYD 20.0000 84,000.00 884.110 17,682.20 65 CAP INLET EA 1,250.0000 7,500.00 0.000 0.00 66 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 67 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,500.0000 13,500.00 0.000 0.00 68 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 0.000 0.00 69 BRIDGE REMOVAL (PORTION), LOCATION C LS 8,500.0000 8,500.00 0.000 0.00 70 BRIDGE REMOVAL (PORTION), LOCATION D LS 16,000.0000 16,000.00 0.150 2,400.00 71 BRIDGE REMOVAL (PORTION), LOCATION E LS 35,000.0000 35,000.00 0.000 0.00 72 BRIDGE REMOVAL (PORTION), LOCATION F LS 8,500.0000 8,500.00 0.000 0.00 73 BRIDGE REMOVAL (PORTION), LOCATION G LS 8,500.0000 8,500.00 0.000 0.00 74 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.850 127,500.00 75 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.150 3,000.00 76 ROADWAY EXCAVATION CY 16.0000 1,044,800.00 425.800 6,812.80 7,334.240 117,347.84 PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Y-1) CY 19.5000 235,950.00 1,559.800 30,416.10 (AERIALLY DEPOSITED LEAD) 78 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 79 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000.00 80 STRUCTURE EXCAVATION (BRIDGE) CY 83.0000 315,068.00 178.800 14,840.40 2,074.000 172,142.00 F) 81 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 357,345.00 428.000 11,556.00 6,766.000 182,682.00 F) 82 STRUCTURE EXCAVATION (TIEBACK WALL) CY 107.0000 24,931.00 0.000 0.00 F) 83 STRUCTURE EXCAVATION (TYPE Y-1) CY 30.0000 95,520.00 2,197.000 65,910.00 F) (AERIALLY DEPOSITED LEAD) 84 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 237,575.00 109.000 9,265.00 323.500 27,497.50 F) 85 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 595,600.00 711.000 28,440.00 738.000 29,520.00 F) 86 STRUCTURE BACKFILL (TIEBACK WALL) CY 145.0000 2,465.00 0.000 0.00 F) 87 SAND BACKFILL CY 260.0000 3,900.00 0.000 0.00 88 DITCH EXCAVATION CY 35.0000 26,600.00 153.000 5,355.00 259.000 9,065.00 89 EARTH RETAINING STRUCTURE SQFT 49.0000 1,503,663.00 0.000 0.00 F) (MECHANICALLY STABILIZED EARTH WALL) 90 ROADSIDE CLEARING LS 11,000.0000 11,000.00 0.000 0.00 91 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 150.0000 1,500.00 0.000 0.00 92 EROSION CONTROL (HYDROSEED)(TYPE 1) SQFT 0.1400 9,520.00 0.000 0.00 93 EROSION CONTROL (HYDROSEED)(TYPE 2) SQFT 0.0800 25,600.00 0.000 0.00 94 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.315 7,875.00 95 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.315 3,150.00 96 IRRIGATION SYSTEM LS 107,500.0000 107,500.00 0.218 23,435.00 97 WATER SUPPLY LINE (BRIDGE) LF 115.0000 124,545.00 0.000 0.00 98 8" CORRUGATED HIGH DENSITY LF 20.0000 6,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 99 8" WELDED STEEL PIPE CONDUIT LF 190.0000 5,700.00 0.000 0.00 (.250" THICK) 00 EXTEND 8" CONDUIT LF 22.0000 3,520.00 0.000 0.00 01 LIME TON 179.0000 121,720.00 0.000 0.00 02 LIME STABILIZED SOIL SQYD 2.0000 80,600.00 0.000 0.00 03 CLASS 2 AGGREGATE SUBBASE CY 33.0000 389,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE CY 33.0000 313,830.00 0.000 0.00 05 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 3,600.00 0.000 0.00 06 ASPHALTIC EMULSION (CURING SEAL) TON 740.0000 22,940.00 0.000 0.00 07 ASPHALT TREATED PERMEABLE BASE CY 133.0000 167,580.00 0.000 0.00 08 SLURRY SEAL TON 415.0000 66,400.00 0.000 0.00 09 HOT MIX ASPHALT TON 65.0000 1,443,000.00 0.000 0.00 10 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 96.0000 63,360.00 0.000 0.00 11 DATA CORE LS 7,500.0000 7,500.00 0.000 0.00 12 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4500 348.00 0.000 0.00 13 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4500 4,582.00 0.000 0.00 14 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4500 333.50 0.000 0.00 15 PLACE HOT MIX ASPHALT SQYD 39.0000 17,160.00 0.000 0.00 (MISCELLANEOUS AREA) 16 TACK COAT TON 1,100.0000 13,200.00 0.000 0.00 17 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 1,136,800.00 0.000 0.00 18 CONCRETE PAVEMENT CY 330.0000 191,400.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT LF 1.9000 49,400.00 0.000 0.00 20 SEAL ISOLATION JOINT LF 3.5000 21,630.00 0.000 0.00 21 GRIND EXISTING CONCRETE SQYD 5.4000 73,440.00 11,844.000 63,957.60 PAVEMENT 22 FURNISH STEEL PILING (HP 10 X 42) LF 21.0000 30,996.00 0.000 0.00 23 DRIVE STEEL PILE (HP 10 X 42) EA 1,400.0000 61,600.00 0.000 0.00 24 FURNISH STEEL PILING (HP 14 X 89) LF 46.0000 34,224.00 744.000 34,224.00 25 DRIVE STEEL PILE (HP 14 X 89) EA 2,040.0000 40,800.00 20.000 40,800.00 26 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 23.0000 82,317.00 502.000 11,546.00 27 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.0000 343,380.00 1,257.000 75,420.00 28 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 174,580.00 1,056.000 73,920.00 29 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 27.0000 24,840.00 0.000 0.00 30 FURNISH PILING (CLASS 90) LF 30.0000 19,860.00 605.000 18,150.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 90) EA 2,525.0000 30,300.00 11.000 27,775.00 (ALTERNATIVE X) 32 30" PERMANENT STEEL CASING LF 150.0000 13,650.00 91.000 13,650.00 33 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 0.000 0.00 34 TIEBACK ANCHOR EA 2,200.0000 85,800.00 0.000 0.00 35 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 332,625.00 0.500 187.50 322.000 120,750.00 F) 36 STRUCTURAL CONCRETE, BRIDGE CY 720.0000 2,522,880.00 485.000 349,200.00 781.000 562,320.00 F) 37 STRUCTURAL CONCRETE, RETAINING WALL CY 315.0000 1,589,490.00 273.000 85,995.00 1,788.000 563,220.00 F) 38 STRUCTURAL CONCRETE, BARRIER SLAB CY 310.0000 269,700.00 0.000 0.00 F) 39 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 190,080.00 0.000 0.00 F) (TYPE N) 40 STRUCTURAL CONCRETE, APPROACH SLAB CY 920.0000 74,520.00 0.000 0.00 (TYPE R) 41 MINOR CONCRETE (MINOR STRUCTURE) CY 1,425.0000 243,675.00 0.000 0.00 F) 42 ARCHITECTURAL TREATMENT SQFT 13.2000 66,726.00 0.000 0.00 F) 43 ARCHITECTURAL TEXTURE SQFT 0.5000 16,783.00 0.000 0.00 F) 44 FRACTURED RIB TEXTURE SQFT 1.7000 61,602.90 3,422.000 5,817.40 9,757.000 16,586.90 F) 45 DRILL AND BOND DOWEL LF 18.0000 16,506.00 103.000 1,854.00 142.000 2,556.00 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,300.0000 7,300.00 1.000 7,300.00 RECTANGULAR GIRDER (30'-40') 47 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 8,700.00 1.000 8,700.00 RECTANGULAR GIRDER (40'-50') 48 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,100.0000 13,100.00 1.000 13,100.00 RECTANGULAR GIRDER (60'-70') 49 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,500.0000 66,000.00 0.000 0.00 RECTANGULAR GIRDER (70'-80') 50 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,750.0000 75,000.00 0.000 0.00 RECTANGULAR GIRDER (80'-90') 51 FURNISH PRECAST PRESTRESSED CONCRETE I EA 7,000.0000 21,000.00 3.000 21,000.00 GIRDER (30'-40') 52 FURNISH PRECAST PRESTRESSED CONCRETE I EA 8,500.0000 25,500.00 3.000 25,500.00 GIRDER (40'-50') 53 FURNISH PRECAST PRESTRESSED CONCRETE I EA 13,000.0000 39,000.00 3.000 39,000.00 GIRDER (60'-70') 54 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,000.0000 84,000.00 0.000 0.00 BATHTUB GIRDER (70'-80') 55 FURNISH PRECAST PRESTRESSED CONCRETE EA 49,000.0000 49,000.00 0.000 0.00 BATHTUB GIRDER (80'-90') 56 FURNISH PRECAST PRESTRESSED CONCRETE EA 54,000.0000 54,000.00 0.000 0.00 BATHTUB GIRDER (90'-100') 57 ERECT PRECAST PRESTRESSED CONCRETE EA 3,250.0000 65,000.00 12.000 39,000.00 GIRDER PROGRAM CAS145 PAGE 7 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ERECT PRECAST PRESTRESSED CONCRETE EA 11,250.0000 45,000.00 0.000 0.00 BATHTUB GIRDER 59 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 60 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 15,600.00 0.000 0.00 61 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 12,512.00 0.000 0.00 F) 62 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 842,805.00 0.000 0.00 F) 63 PRESURE GROUT HOLE LF 46.0000 7,866.00 96.000 4,416.00 96.000 4,416.00 64 JOINT SEAL (MR 1/2") LF 50.0000 6,550.00 0.000 0.00 65 JOINT SEAL (MR 1") LF 53.0000 10,176.00 0.000 0.00 66 JOINT SEAL (MR 2") LF 98.0000 13,426.00 0.000 0.00 67 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 866,539.70 121,104.000 78,717.60 348,848.000 226,751.20 F) 68 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 415,224.80 13,107.000 10,485.60 206,350.000 165,080.00 F) 69 HEADED BAR REINFORCEMENT EA 15.0000 9,030.00 394.000 5,910.00 F) 70 SHOTCRETE CY 500.0000 53,500.00 0.000 0.00 F) 71 ASPHALT MEMBRANE WATERPROOFING SQFT 7.1000 18,772.40 780.000 5,538.00 780.000 5,538.00 F) 72 COLUMN CASING LB 4.2000 688,380.00 9,988.000 41,949.60 39,955.000 167,811.00 73 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 18,294.50 0.000 0.00 WITH WALKWAY) 74 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.9000 15,158.30 0.000 0.00 WITH WALKWAY) 75 FURNISH SIGN STRUCTURE (TRUSS) LB 2.4000 437,738.40 0.000 0.00 F) 76 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 54,717.30 0.000 0.00 F) 77 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.1500 45,058.50 0.000 0.00 78 FURNISH LAMINATED PANEL SIGN SQFT 17.2500 1,207.50 0.000 0.00 (2 1/2"-TYPE B) 79 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.6000 3,268.00 0.000 0.00 (0.063"-UNFRAMED) 80 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 6,642.00 0.000 0.00 (0.080"-UNFRAMED) 81 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.8000 901.60 0.000 0.00 (0.063"-FRAMED) 82 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 490.00 0.000 0.00 (0.080"-FRAMED) 83 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 530.0000 63,600.00 0.000 0.00 (SIGN FOUNDATION) 84 METAL (RAIL MOUNTED SIGN) LB 13.0000 41,990.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ROADSIDE SIGN - ONE POST EA 315.0000 13,230.00 0.000 0.00 86 ROADSIDE SIGN - TWO POST EA 700.0000 2,800.00 0.000 0.00 87 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 154.0000 3,696.00 0.000 0.00 METHOD) 88 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.3000 4,743.00 0.000 0.00 89 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,600.00 0.000 0.00 EXISTING POST 90 18" ALTERNATIVE PIPE CULVERT LF 60.0000 105,000.00 0.000 0.00 91 24" ALTERNATIVE PIPE CULVERT LF 70.0000 125,300.00 128.500 8,995.00 92 24" REINFORCED CONCRETE PIPE LF 85.0000 13,600.00 0.000 0.00 93 3" PLASTIC PIPE (EDGE DRAIN) LF 11.7000 60,372.00 0.000 0.00 94 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.7000 10,275.00 0.000 0.00 95 GEOCOMPOSITE DRAIN SQYD 50.0000 2,650.00 0.000 0.00 F) 96 GRATED LINE DRAIN LF 113.0000 35,030.00 0.000 0.00 97 6" WELDED STEEL PIPE (.134" THICK) LF 70.0000 3,990.00 0.000 0.00 98 8" WELDED STEEL PIPE (.134" THICK) LF 80.0000 4,560.00 0.000 0.00 99 18" ALTERNATIVE FLARED END SECTION EA 364.0000 4,368.00 0.000 0.00 00 MINOR CONCRETE (BACKFILL) CY 62.0000 2,418.00 0.000 0.00 01 ROCK SLOPE PROTECTION (1 TON, METHOD B) CY 200.0000 3,800.00 0.000 0.00 02 ROCK SLOPE PROTECTION CY 138.0000 4,692.00 0.000 0.00 (1/4 TON, METHOD B) 03 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 212.0000 1,908.00 0.000 0.00 04 ROCK SLOPE PROTECTION CY 62.0000 3,844.00 0.000 0.00 (FACING, METHOD B) 05 ROCK SLOPE PROTECTION CY 163.0000 2,119.00 0.000 0.00 (BACKING NO. 2, METHOD B) 06 SLOPE PAVING (CONCRETE) CY 1,090.0000 109,000.00 0.000 0.00 F) 07 SLOPE PAVING (AESTHETIC TREATMENT) SQFT 26.0000 61,828.00 0.000 0.00 F) 08 MINOR CONCRETE (DITCH LINING) CY 394.0000 94,560.00 0.000 0.00 09 ROCK SLOPE PROTECTION FABRIC SQYD 3.4000 1,020.00 0.000 0.00 10 MINOR CONCRETE (CURB) CY 550.0000 52,250.00 0.000 0.00 11 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 9,000.00 0.000 0.00 CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MINOR CONCRETE (GUTTER) LF 35.0000 7,665.00 0.000 0.00 F) 13 MINOR CONCRETE (PATTERNED) CY 450.0000 162,000.00 0.000 0.00 14 MINOR CONCRETE (SIDEWALK) CY 275.0000 30,250.00 0.000 0.00 15 MINOR CONCRETE (CURB RAMP) CY 300.0000 2,700.00 0.000 0.00 16 CURB RAMP DETECTABLE WARNING SURFACE SQFT 50.0000 1,700.00 0.000 0.00 17 MISCELLANEOUS IRON AND STEEL LB 1.9000 86,970.60 0.000 0.00 F) 18 MISCELLANEOUS METAL (BRIDGE) LB 8.7000 22,002.30 0.000 0.00 F) 19 BRIDGE DECK DRAINAGE SYSTEM LB 6.8000 7,820.00 0.000 0.00 F) 20 8" DUCTILE IRON PIPE LF 115.0000 27,600.00 0.000 0.00 21 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 15,540.00 0.000 0.00 22 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 0.000 0.00 23 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0.00 24 20' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 1,700.00 0.000 0.00 25 DELINEATOR (CLASS 1) EA 27.0000 2,160.00 0.000 0.00 26 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 15,800.00 0.000 0.00 27 VEGETATION CONTROL (MINOR CONCRETE) SQYD 29.0000 17,400.00 0.000 0.00 28 CABLE RAILING LF 19.0000 4,712.00 0.000 0.00 F) 29 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 30 END CAP (TYPE TC) EA 175.0000 700.00 0.000 0.00 31 END ANCHOR ASSEMBLY (TYPE SFT) EA 160.0000 800.00 0.000 0.00 32 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,375.0000 7,125.00 0.000 0.00 33 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,925.0000 11,550.00 0.000 0.00 34 CRASH CUSHION (REACT 9CBB) EA 55,000.0000 110,000.00 0.000 0.00 35 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 60) LF 31.0000 118,420.00 0.000 0.00 37 CONCRETE BARRIER (TYPE 60C) LF 82.0000 18,040.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 60D) LF 51.0000 23,868.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 61.0000 80,764.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 255.0000 5,865.00 0.000 0.00 F) 41 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 115.0000 46,115.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 77.0000 86,779.00 0.000 0.00 F) 43 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 50.0000 375,700.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE A) LF 260.0000 7,800.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE B) LF 103.0000 14,729.00 0.000 0.00 F) 46 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 14,475.00 0.000 0.00 47 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,910.00 0.000 0.00 48 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,745.00 0.000 0.00 (BROKEN 12-3) 49 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 10,125.00 0.000 0.00 50 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,280.00 0.000 0.00 (BROKEN 36-12) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 1,007.60 0.000 0.00 (BROKEN 17-7) 52 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,360.00 0.000 0.00 (BROKEN 36-12) 53 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 11,970.00 0.000 0.00 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 4,730.00 0.000 0.00 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 8,980.00 0.000 0.00 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 53,000.0000 53,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 57 LIGHTING (STAGE CONSTRUCTION) LS 130,000.0000 130,000.00 0.276 35,880.00 58 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 0.000 0.00 59 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 76,000.0000 76,000.00 0.000 0.00 (LOCATION 1) STAGE 1A 60 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 0.000 0.00 (LOCATION 1) STAGE 1C 61 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 62 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 14.0000 10,220.00 0.000 0.00 63 CLOSED CIRCUIT TELEVISION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 (LOCATION 1) STAGE 1A 64 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,000.0000 68,000.00 0.000 0.00 (LOCATION 2) STAGE 1A 65 CLOSED CIRCUIT TELEVISION SYSTEM LS 58,000.0000 58,000.00 0.000 0.00 (LOCATION 3) STAGE 1A PROGRAM CAS145 PAGE 11 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 (LOCATION 4) STAGE 1A 67 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,500.0000 10,500.00 0.000 0.00 (LOCATION 4) STAGE 1C 68 CENSUS STATION (LOCATION 1) STAGE 1A LS 16,000.0000 16,000.00 0.000 0.00 69 CENSUS STATION (LOCATION 1) STAGE 2B LS 23,000.0000 23,000.00 0.170 3,910.00 70 CENSUS STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 71 RAMP METERING SYSTEM (LOCATION 1) LS 24,000.0000 24,000.00 0.000 0.00 STAGE 1A 72 RAMP METERING SYSTEM (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 STAGE 2A 73 RAMP METERING SYSTEM (LOCATION 1) LS 28,000.0000 28,000.00 0.000 0.00 STAGE 2B 74 RAMP METERING SYSTEM (LOCATION 1) LS 56,000.0000 56,000.00 0.000 0.00 (LOCATION 1) 75 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.000 0.00 STAGE 1A 76 RAMP METERING SYSTEM (LOCATION 2) LS 28,000.0000 28,000.00 0.000 0.00 STAGE 2A 77 RAMP METERING SYSTEM (LOCATION 2) LS 33,000.0000 33,000.00 0.000 0.00 STAGE 2B 78 RAMP METERING SYSTEM (LOCATION 2) LS 19,000.0000 19,000.00 0.000 0.00 79 RAMP METERING SYSTEM (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 STAGE 1A AND 1B 80 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.000 0.00 STAGE 1C 81 RAMP METERING SYSTEM (LOCATION 3) LS 6,500.0000 6,500.00 0.000 0.00 STAGE 2A AND 2B 82 RAMP METERING SYSTEM (LOCATION 3) LS 19,000.0000 19,000.00 0.000 0.00 83 RAMP METERING SYSTEM (LOCATION 4) LS 33,000.0000 33,000.00 0.000 0.00 STAGE 1A 84 RAMP METERING SYSTEM (LOCATION 4) LS 11,000.0000 11,000.00 0.000 0.00 STAGE 1B 85 RAMP METERING SYSTEM (LOCATION 4) LS 35,000.0000 35,000.00 0.000 0.00 STAGE 1C 86 RAMP METERING SYSTEM (LOCATION 4) LS 3,500.0000 3,500.00 0.000 0.00 STAGE 2A AND 2B 87 RAMP METERING SYSTEM (LOCATION 4) LS 18,000.0000 18,000.00 0.000 0.00 88 TEMPORARY COMMUNICATION SYSTEM LS 375,000.0000 375,000.00 0.605 226,875.00 1.000 375,000.00 89 COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 0.000 0.00 90 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 0.000 0.00 91 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 92 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 6.000 3,000.00 PROGRAM CAS145 PAGE 12 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 94 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 2.000 1,000.00 PROGRAM CAS145 PAGE 13 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0314 TIME 10:08 AM ESTIMATE NO. 07 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 07/20/11 R.E. NAME: LINDQUIST,KARL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 965,730.50 4,249,172.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,936.48 39,352.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 970,666.98 4,288,525.16 95 MOBILIZATION LS 1177,219.5000 1,177,219.50 0.750 882,914.63 ORIGINAL CONTRACT AMOUNT 28,581,800.00 TOTAL WORK COMPLETED 970,666.98 5,171,439.79 MATERIALS ON HAND ON SITE 85,026.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 970,666.98 5,256,466.28 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 08/30/13 135 15 0 0 18% 20% PROGRESS IS SATISFACTORY LINDQUIST,KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11