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 05/22/12 EST. NO.50 TIME 08:19 AM R.E. NAME: FREDRICKSON, SCOTT 03-3338U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 091 0174 197.56 E.W. @ F.A.(+) 122111 N 1849.0 192 0002 636.53 E.W. @ F.A.(+) 110311 N 1834.0 0007 5,093.28 092711 N 1970.0 0008 5,312.90 092811 N 1971.0 11,240.27 TOTAL THIS ESTIMATE 12,246,450.71 TOTAL PREVIOUS ESTIMATE 12,257,690.98 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 05/22/12 EST. NO.50 TIME 08:19 AM R.E. NAME: FREDRICKSON, SCOTT 03-3338U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% PERFORMANCE FAIL -233,280.48 44 RTN NON-PERFORMANCE 233,280.48 45 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY BULLETIN BOARDS -10,000.00 10 RETURN BULLETIN 10,000.00 19 MISSING FHWA 1391 -10,000.00 28 ANNUAL FORMS CLEARED 10,000.00 33 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/08 -2,000.00 01 PER LTR DATED 10/08 -10,000.00 02 PER TLR DATED 11/08 -10,000.00 03 RETURN 9/08 DEDUCT 2,000.00 03 PER LTR DATED 12/08 -10,000.00 05 ADM2008 CEM4401 -10,000.00 06 PER LTR DATED 1/09 -10,000.00 06 ADMREC'D CEM4401 10,000.00 07 PER LTR DATED 2/09 -10,000.00 07 RETURN 10/08 DEDUCT 10,000.00 07 RETURN 11/08 DEDUCT 10,000.00 07 PER 3/09 LTR -10,000.00 08 PER LTR DATED 4/09 -8,000.00 09 PER LTR DATED 5/09 -10,000.00 10 PER LTR DATED 7/09 -10,000.00 13 RETURN 02/09 DEDUCT 10,000.00 13 RETURN 12/08 DEDUCT 10,000.00 13 PER LTR DATED 8/09 -10,000.00 15 RETURN 1/09 DEDUCT 10,000.00 15 PER LTR DATED 9/09 -10,000.00 16 RETURN 4/09 DEDUCT 10,000.00 16 PER LTR DATED 10/09 -10,000.00 17 PER LTR DATED 1/10 -10,000.00 20 RETURN 7/09 DEDUCT 10,000.00 20 RETURN 9/09 DEDUCT 10,000.00 20 PER LTR DATED 2/10 -10,000.00 21 RETURN 5/09 DEDUCT 10,000.00 21 PER LTR DATED 3/10 -10,000.00 23 ESTIMATE #15 8,000.00 24 ESTIMATE #17 10,000.00 24 ESTIMATE #20 10,000.00 24 ESTIMATE #23 10,000.00 24 PER LTR DATED 4/2010 -10,000.00 24 PER LTR DATED 5/2010 -10,000.00 25 RELEASE ESTIMATE #21 10,000.00 25 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 05/22/12 EST. NO.50 TIME 08:19 AM R.E. NAME: FREDRICKSON, SCOTT 03-3338U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RELEASE ESTIMTE #8 10,000.00 25 RETURN EST. #23 10,000.00 26 PER LTR DATED 7/2010 -10,000.00 27 PER LTR DATED 8/2010 -10,000.00 28 PER LTR DATED 9/2010 -10,000.00 29 PER LTR DATED 10/10 -10,000.00 30 RETURN ESTIMATE 25 10,000.00 30 PER LTR DATED 11/10 -10,000.00 32 PER LTR DATED 12/10 -10,000.00 33 PER LTR DATED 1/2011 -10,000.00 34 PER LTR DATED 2/11 -6,000.00 35 RETURN DEDUCT 1/11 10,000.00 35 PER LTR DATED 3/11 -5,000.00 36 PER LTR DATED 4/11 -5,000.00 37 RETURN DEDUCT 9/10 10,000.00 37 RETURN DEDUCT 11/10 10,000.00 37 RETURN DEDUCT 12/10 10,000.00 37 PER LTR DATED 5/11 -5,000.00 38 RETURN 2/11 DEDUCT 6,000.00 38 PER LTR DATED 7/2011 -10,000.00 40 PER LTR DATED 8/2011 -5,000.00 41 PER LTR DATED 9/2011 -2,000.00 42 PER LTR DATED 10/11 -5,000.00 43 RETURN DEDUCT 3/11 5,000.00 43 RETURN DEDUCT 4/11 5,000.00 43 RETURN DEDUCT 5/11 5,000.00 43 PER LTR DATED 11/11 -1,000.00 44 PER LTR DATED 1/12 -10,000.00 46 RETURN DEDUCT 9/11 2,000.00 46 RETURN DEDUCT 7/11 10,000.00 46 PER LTR DATED 3/12 -5,000.00 48 RETURN DEDUCT 7/10 10,000.00 48 RETURN DEDUCT 8/10 10,000.00 48 RETURN DEDUCT 10/10 10,000.00 48 RETURN DEDUCT 8/11 5,000.00 48 RETURN DEDUCT 10/11 5,000.00 48 RETURN DEDUCT 11/11 1,000.00 48 RETURN DEDUCT 1/12 10,000.00 48 PER LTR DATED 4/12 -5,000.00 49 PER LTR DATED 5/12 -10,000.00 50 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 LOCATION PROGRESS ESTIMATE 03-PLA-65-R12.2/R23.8 ----------------- DE SILVA GATES FCI A JOINT IN PLACER COUNTY NEAR LINCOLN FROM VENTURE OF DE SILVA GATES 0.6 KM NORTH OF TWELVE BRIDGES CONSTRUCTION AND F C I OVERCROSSING TO 1.3 KM SOUTH OF CONSTRUCTORS INC BEAR RIVER P O BOX 2909 DUBLIN CA 94568 FED. AID NO. HPLU-6208(30) ,L-6208(30) ,DEMO- ( ) CONSTRUCT NEW 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 2,000.0000 2,000.00 0.750 1,500.00 002 TIME-RELATED OVERHEAD WDAY 5,200.0000 4,160,000.00 17.000 88,400.00 667.000 3,468,400.00 003 TEMPORARY FENCE M 10.0000 266,000.00 16,875.260 168,752.60 (S) 004 TEMPORARY FENCE (TYPE ESA) M 10.0000 34,300.00 4,180.330 41,803.30 005 TEMPORARY G1 DRAINAGE INLET, M3 3,000.0000 10,500.00 3.450 10,350.00 (F) FRAME AND GRATE 006 100 MM TEMPORARY CULVERT M 100.0000 4,700.00 48.000 4,800.00 007 300 MM TEMPORARY CULVERT M 200.0000 9,600.00 17.300 3,460.00 008 450 MM TEMPORARY FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 009 450 MM TEMPORARY CULVERT M 300.0000 26,100.00 102.490 30,747.00 010 TEMPORARY EQUIPMENT ACCESS OVER CREEK LS 750,000.0000 750,000.00 0.970 727,500.00 011 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.900 90,000.00 012 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.009 45.00 0.835 4,175.00 (S) PREVENTION PLAN 013 TEMPORARY FIBER ROLL M 3.0000 200,400.00 14,614.980 43,844.94 014 TEMPORARY SILT FENCE M 10.0000 45,500.00 13,545.940 135,459.40 015 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 138,000.00 44.000 132,000.00 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 98,000.00 27.000 54,000.00 017 TEMPORARY COVER M2 0.1000 22,700.00 23,315.670 2,331.57 018 TEMPORARY CHECK DAM (FIBER ROLL) M 6.0000 24,180.00 163.650 981.90 019 TEMPORARY STRAW BALE BARRIER M 10.0000 45,500.00 4,117.860 41,178.60 020 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 10.000 5,000.00 (S) (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 10,500.00 51.000 25,500.00 022 TEMPORARY HYDRAULIC MULCH M2 0.7500 48,525.00 52,915.100 39,686.33 (S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 250,000.0000 250,000.00 0.010 2,500.00 0.891 222,750.00 024 MIGRATORY BIRD PROTECTION LS 125,000.0000 125,000.00 0.050 6,250.00 0.900 112,500.00 025 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.018 360.00 0.698 13,960.00 (S) 026 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.024 11,040.00 0.833 383,180.00 (S) 027 TYPE III BARRICADE EA 50.0000 23,500.00 454.000 22,700.00 (S) 028 TEMPORARY PAVEMENT MARKING M2 35.0000 4,900.00 73.480 2,571.80 (S) 029 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 37,200.00 23,405.580 23,405.58 (S) 030 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 363.000 14,520.00 (S) 031 TRAFFIC PLASTIC DRUMS EA 50.0000 22,500.00 278.000 13,900.00 (S) 032 TEMPORARY PAVEMENT MARKER EA 4.0000 38,760.00 4,211.000 16,844.00 (S) 033 TEMPORARY DELINEATOR (CLASS 1) EA 50.0000 1,200.00 0.000 0.00 (S) 034 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.024 240.00 0.833 8,330.00 (S) 035 TEMPORARY RAILING (TYPE K) M 30.0000 348,000.00 3,516.100 105,483.00 036 TEMPORARY CRASH CUSHION MODULE EA 100.0000 45,000.00 70.000 7,000.00 037 TEMPORARY CRASH CUSHION (ABSORB 350) EA 4,000.0000 24,000.00 7.000 28,000.00 038 ABANDON CULVERT M 100.0000 7,100.00 51.700 5,170.00 039 REMOVE FENCE M 3.0000 68,100.00 20,773.370 62,320.11 (S) 040 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,400.00 42.640 2,132.00 (S) 041 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 34,200.00 3,449.710 10,349.13 (S) 042 REMOVE WHITE TRAFFIC STRIPE M 2.0000 26,800.00 4,753.600 9,507.20 (S) 043 REMOVE PAVEMENT MARKING M2 40.0000 8,800.00 44.000 1,760.00 (S) 044 REMOVE PAVEMENT MARKER EA 1.0000 7,370.00 1,383.000 1,383.00 (S) 045 REMOVE ROADSIDE SIGN EA 50.0000 2,100.00 23.000 1,150.00 046 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 047 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 (S) 048 REMOVE CULVERT M 75.0000 48,000.00 424.700 31,852.50 049 REMOVE INLET EA 1,000.0000 12,000.00 12.000 12,000.00 PROGRAM CAS145 PAGE 3 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 1,000.0000 10,000.00 9.000 9,000.00 051 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 600.00 2.000 600.00 052 REMOVE DETOUR M3 10.0000 309,000.00 13,943.000 139,430.00 053 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 4.000 800.00 054 ADJUST MANHOLE TO GRADE EA 1,000.0000 3,000.00 0.000 0.00 055 MODIFY SIGN STRUCTURE EA 2,000.0000 6,000.00 0.000 0.00 (S) (SAFETY CABLE RETROFIT) 056 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 28,400.00 13,786.180 27,572.36 (S) (25 MM MAXIMUM) 057 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 19,100.00 376.000 3,760.00 058 REMOVE CONCRETE SIDEWALK M2 10.0000 200.00 581.610 5,816.10 059 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000.00 060 CLEARING AND GRUBBING LS 620,000.0000 620,000.00 0.978 606,360.00 061 REMOVE TREES LS 100,000.0000 100,000.00 1.000 100,000.00 062 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 063 ROADWAY EXCAVATION M3 7.5400 15,230,800.00 2,103,144.560 15,857,709.98 064 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.010 20.00 0.843 1,686.00 065 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 588,500.00 5,885.000 588,500.00 (F) 066 STRUCTURE EXCAVATION (TYPE A) M3 450.0000 1,432,800.00 3,184.000 1,432,800.00 (F) 067 ABUTMENT WATER CONTROL AND LS 120,000.0000 120,000.00 1.000 120,000.00 FOUNDATION TREATMENT 068 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 73,950.00 1,479.000 73,950.00 (F) 069 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 48,700.00 974.000 48,700.00 (F) 070 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 1,110,400.00 5,552.000 1,110,400.00 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 139,600.00 1,396.000 139,600.00 (F) 072 PERVIOUS BACKFILL MATERIAL M3 250.0000 2,000.00 8.000 2,000.00 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 300.0000 20,100.00 67.000 20,100.00 (F) WALL) 074 SAND BACKFILL M3 200.0000 1,200.00 1.900 380.00 075 CONCRETE BACKFILL (CLASS 4) M3 300.0000 7,500.00 38.030 11,409.00 076 GRAVEL PAD M3 130.0000 25,350.00 195.000 25,350.00 (F) PROGRAM CAS145 PAGE 4 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DITCH EXCAVATION M3 5.0000 131,000.00 22,200.000 111,000.00 078 IMPORTED BORROW M3 9.0000 7,902,000.00 888,645.890 7,997,813.01 079 ROCK BLANKET M2 85.0000 61,200.00 488.980 41,563.30 080 EROSION CONTROL (BLANKET) M2 2.0000 34,600.00 9,838.200 19,676.40 (S) 081 EROSION CONTROL (DRILL SEED) M2 0.2000 600,000.00 1,704,189.000 340,837.80 (S) 082 EROSION CONTROL (TYPE I) M2 5.0000 52,000.00 5,943.000 29,715.00 (S) 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 5.000 2,500.00 (S) 084 100 MM COMBINATION AIR RELEASE EA 9,000.0000 36,000.00 4.000 36,000.00 (S) VALVE AND VACUUM UNIT 085 150 MM DUCTILE IRON PIPE M 300.0000 48,000.00 142.690 42,807.00 (S) (PURPLE WRAPPED) 086 200 MM BITUMINOUS COATED STEEL PIPE M 200.0000 86,000.00 197.990 39,598.00 (S) CONDUIT (1.63 MM THICK) 087 CLASS 2 AGGREGATE SUBBASE M3 30.0000 5,340,000.00 188,654.810 5,659,644.30 088 CLASS 2 AGGREGATE BASE M3 42.0000 9,534,000.00 211,914.380 8,900,403.96 089 SLURRY SEAL TONN 200.0000 46,000.00 0.000 0.00 090 ASPHALT CONCRETE TONN 85.0000 14,790,000.00 1,482.500 126,012.50 160,465.390 13,639,558.15 091 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 51,750.00 0.000 0.00 092 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 115.0000 6,060,500.00 0.000 0.00 093 PLACE ASPHALT CONCRETE OVERSIDE DRAIN M2 50.0000 11,000.00 76.000 3,800.00 094 PLACE ASPHALT CONCRETE (TEXTURED PAVING) M2 40.0000 83,600.00 0.000 0.00 095 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,160.00 11.200 89.60 096 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 7,200.00 706.000 5,648.00 097 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 1,040.00 8.000 64.00 098 CENTERLINE RUMBLE STRIP M 1.0000 20,900.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 099 SHOULDER RUMBLE STRIP M 1.0000 19,500.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 100 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 410.00 2.170 2.17 94.740 94.74 101 CONCRETE PAVEMENT M3 400.0000 20,800.00 49.000 19,600.00 102 FURNISH STEEL PILING (HP 250 X 62) M 130.0000 326,040.00 2,523.000 327,990.00 103 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 157,600.00 198.000 158,400.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 250 X 85) M 155.0000 1,991,285.00 12,847.000 1,991,285.00 105 DRIVE STEEL PILE (HP 250 X 85) EA 800.0000 638,400.00 798.000 638,400.00 (S) 106 FURNISH STEEL PILING (HP 310 X 110) M 210.0000 495,810.00 2,361.000 495,810.00 107 DRIVE STEEL PILE (HP 310 X 110) EA 800.0000 115,200.00 144.000 115,200.00 (S) 108 FURNISH STEEL PILING (HP 360 X 132) M 270.0000 346,680.00 1,284.000 346,680.00 109 DRIVE STEEL PILE (HP 360 X 132) EA 800.0000 73,600.00 92.000 73,600.00 (S) 110 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 1,746,000.00 9,700.000 1,746,000.00 (S) PILING 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 112 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 140,400.00 117.000 140,400.00 (S) PILING 113 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 215,600.00 77.000 215,600.00 (S) PILING 114 PRESTRESSING CAST-IN-PLACE CONCRETE LS 930,000.0000 930,000.00 1.000 930,000.00 (S) 115 SEAL COURSE CONCRETE M3 400.0000 236,000.00 0.000 0.00 116 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,267,750.00 2,305.000 1,267,750.00 (F) 117 STRUCTURAL CONCRETE, BRIDGE M3 887.0000 13,350,237.00 14,968.890 13,277,405.43 (F) 118 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 373,500.00 570.000 427,500.00 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,300.0000 93,600.00 72.000 93,600.00 (F) (TYPE EQ) 120 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 804,000.00 1,000.000 800,000.00 (F) (TYPE N) 121 CLASS 1 CONCRETE (BOX CULVERT) M3 1,055.0000 1,413,700.00 1,340.000 1,413,700.00 (F) 122 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 572,500.00 422.690 528,362.50 (F) 123 MINOR CONCRETE (PILE CAP) M3 1,500.0000 477,000.00 318.000 477,000.00 (F) 124 BRICK TEXTURE M2 80.0000 58,960.00 737.000 58,960.00 (F) 125 SOUND WALL (MASONRY BLOCK) M2 220.0000 3,221,680.00 13,179.000 2,899,380.00 (SF) 126 JOINT SEAL (MR 30 MM) M 160.0000 10,880.00 68.000 10,880.00 (S) 127 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 43,400.00 62.000 43,400.00 (S) 128 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 81,900.00 117.000 81,900.00 (S) 129 JOINT SEAL (MR 40 MM) M 200.0000 43,200.00 216.000 43,200.00 (S) 130 JOINT SEAL (MR 50 MM) M 300.0000 46,800.00 156.000 46,800.00 (S) PROGRAM CAS145 PAGE 6 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 5,421,629.00 2,357,610.000 5,422,503.00 (SF) 132 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 83,720.00 44,774.000 102,980.20 (SF) 133 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 353,717.00 153,790.000 353,717.00 (SF) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 63,888.00 0.000 0.00 (F) WITH WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 15,972.00 0.000 0.00 (SF)WITH WALKWAY) 136 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 37,236.00 2,291.000 27,492.00 (F) 137 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 9,309.00 2,291.000 6,873.00 (SF) 138 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,237,159.00 87,419.000 961,609.00 (F) 139 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 111,928.00 50,383.000 50,383.00 (SF) 140 760 MM CAST-IN-DRILLED-HOLE M 2,000.0000 8,000.00 4.000 8,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 141 914 MM CAST-IN-DRILLED-HOLE M 2,000.0000 10,000.00 5.000 10,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 142 1372 MM CAST-IN-DRILLED-HOLE M 3,500.0000 101,500.00 23.500 82,250.00 (S) CONCRETE PILE (SIGN FOUNDATION) 143 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 269,800.00 71.000 269,800.00 (S) CONCRETE PILE (SIGN FOUNDATION) 144 ROADSIDE SIGN - ONE POST EA 200.0000 36,000.00 3.000 600.00 80.000 16,000.00 145 ROADSIDE SIGN - TWO POST EA 400.0000 15,200.00 1.000 400.00 21.000 8,400.00 146 ROADSIDE SIGN (SOUNDWALL MOUNTED) KG 15.0000 5,400.00 0.000 0.00 (F) 147 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 5,100.00 10.000 750.00 METHOD) 148 INSTALL SIGN OVERLAY M2 500.0000 2,000.00 0.000 0.00 149 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 3,250.00 0.000 0.00 150 PREPARE AND PAINT CONCRETE M2 55.0000 377,905.00 6,830.000 375,650.00 (S) 151 300 MM ALTERNATIVE PIPE CULVERT M 360.0000 35,640.00 76.500 27,540.00 152 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 68,400.00 164.800 59,328.00 153 600 MM ALTERNATIVE PIPE CULVERT M 375.0000 29,625.00 102.640 38,490.00 154 200 MM HDPE PIPE M 250.0000 30,000.00 109.850 27,462.50 155 450 MM REINFORCED CONCRETE PIPE M 260.0000 184,600.00 781.368 203,155.68 (CLASS IV) 156 600 MM REINFORCED CONCRETE PIPE M 265.0000 368,350.00 1,247.910 330,696.15 (CLASS IV) 157 750 MM REINFORCED CONCRETE PIPE M 300.0000 81,000.00 260.990 78,297.00 (CLASS IV) PROGRAM CAS145 PAGE 7 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 900 MM REINFORCED CONCRETE PIPE M 360.0000 237,600.00 640.040 230,414.40 (CLASS IV) 159 300 MM CORRUGATED STEEL PIPE M 250.0000 15,500.00 184.920 46,230.00 (2.01 MM THICK) 160 450 MM CORRUGATED STEEL PIPE M 300.0000 13,800.00 37.800 11,340.00 (2.77 MM THICK) 161 600 MM CORRUGATED STEEL PIPE M 350.0000 52,500.00 157.400 55,090.00 (2.77 MM THICK) 162 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 3,600.00 42.300 9,517.50 (2.01 MM THICK) 163 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 14,750.00 58.800 14,700.00 (2.77 MM THICK) 164 450 MM ANCHOR ASSEMBLY EA 500.0000 2,000.00 5.000 2,500.00 165 600 MM CORRUGATED STEEL PIPE ENERGY EA 1,000.0000 2,000.00 2.000 2,000.00 DISSIPATOR (1.63 MM THICK) 166 600 MM ANCHOR ASSEMBLY EA 600.0000 2,400.00 2.000 1,200.00 (FOR ENERGY DISSIPATOR) 167 300 MM DISCHARGE PIPE RISER EA 1,000.0000 38,000.00 34.000 34,000.00 (2.01 MM THICK) 168 250 MM WELDED STEEL PIPE CASING M 600.0000 72,000.00 24.000 14,400.00 (BRIDGE) (6 MM THICK) 169 300 MM WELDED STEEL PIPE CASING M 400.0000 74,000.00 185.000 74,000.00 (BRIDGE) (6 MM THICK) 170 400 MM WELDED STEEL PIPE CASING M 550.0000 407,550.00 481.000 264,550.00 (BRIDGE) (6 MM THICK) 171 150 MM RECYCLED WATER LINE M 200.0000 57,200.00 286.000 57,200.00 172 450 MM STEEL FLARED END SECTION EA 400.0000 2,400.00 8.000 3,200.00 173 450 MM CONCRETE FLARED END SECTION EA 650.0000 8,450.00 15.000 9,750.00 174 600 MM CONCRETE FLARED END SECTION EA 700.0000 28,700.00 38.000 26,600.00 175 750 MM CONCRETE FLARED END SECTION EA 850.0000 5,100.00 6.000 5,100.00 176 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 36,000.00 23.000 34,500.00 177 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 14.000 4,900.00 178 200 MM HDPE FLARED END SECTION EA 325.0000 12,350.00 0.000 0.00 179 450 MM ALTERNATIVE FLARED END SECTION EA 450.0000 3,600.00 7.000 3,150.00 180 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 181 600 MM FLAPGATE EA 2,000.0000 12,000.00 6.000 12,000.00 182 ROCK SLOPE PROTECTION M3 85.0000 1,530,000.00 17,981.130 1,528,396.05 (1/4 TON, METHOD B) 183 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 402,050.00 3,876.180 329,475.30 184 ROCK SLOPE PROTECTION M3 120.0000 118,800.00 108.730 13,047.60 1,461.100 175,332.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK SLOPE PROTECTION M3 170.0000 144,500.00 846.030 143,825.10 (BACKING NO. 3, METHOD B) 186 SLOPE PAVING (CONCRETE) (BRICK TEXTURE) M3 1,000.0000 425,000.00 425.000 425,000.00 (F) 187 ROCK SLOPE PROTECTION FABRIC M2 1.0000 35,500.00 314.000 314.00 18,232.180 18,232.18 188 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 195,000.00 285.339 142,669.50 189 MINOR CONCRETE (SIDEWALK) M3 300.0000 117,000.00 193.918 58,175.40 190 MINOR CONCRETE (STAMPED STONE PATTERN) M3 800.0000 44,000.00 0.000 0.00 191 MINOR CONCRETE (CURB RAMP) M3 500.0000 27,000.00 3.770 1,885.00 37.500 18,750.00 192 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,000.00 9,868.000 39,472.00 (SF) 193 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 219,245.00 16,865.000 219,245.00 (SF) 194 FENCE (TYPE WM, METAL POST) M 20.0000 36,000.00 12,573.532 251,470.64 (S) 195 CHAIN LINK FENCE (TYPE CL-1.2) M 40.0000 100,400.00 2,949.780 117,991.20 (S) 196 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 1,494,500.00 74.920 2,622.20 22,943.223 803,012.81 (S) 197 WROUGHT IRON FENCE M 200.0000 100,000.00 0.000 0.00 (S) 198 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 26,000.00 13.000 13,000.00 (S) 199 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 5.000 7,500.00 (S) 200 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 6.000 12,000.00 (S) 201 SOUND WALL DELINEATOR EA 50.0000 500.00 0.000 0.00 202 DELINEATOR (CLASS 1) EA 50.0000 12,500.00 75.000 3,750.00 203 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 100.00 0.000 0.00 204 HIGHWAY POST MARKER EA 50.0000 2,750.00 0.000 0.00 205 MARKER (CULVERT) EA 50.0000 3,750.00 0.000 0.00 206 OBJECT MARKER (TYPE P) EA 50.0000 400.00 4.000 200.00 207 OBJECT MARKER (TYPE K-1) EA 50.0000 1,050.00 4.000 200.00 208 OBJECT MARKER (TYPE L-1) EA 50.0000 2,050.00 6.000 300.00 209 METAL BEAM GUARD RAILING M 100.0000 67,000.00 60.830 6,083.00 374.440 37,444.00 (S) (1.83 M WOOD POST) 210 METAL BEAM GUARD RAILING M 125.0000 9,500.00 0.000 0.00 (S) (2.1 M WOOD POST) 211 WEED CONTROL MAT (FIBER) M2 40.0000 100,800.00 703.200 28,128.00 (S) PROGRAM CAS145 PAGE 9 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK RAILING (TYPE 6) M 250.0000 91,250.00 365.000 91,250.00 (SF) 213 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 250.0000 100,000.00 400.000 100,000.00 (SF) 214 CONCRETE BARRIER (TYPE 26 MODIFIED) M 425.0000 76,500.00 180.000 76,500.00 (F) 215 DOUBLE METAL BEAM GUARD RAILING M 100.0000 63,000.00 161.940 16,194.00 445.120 44,512.00 (S) (WOOD POST) 216 CABLE RAILING M 80.0000 16,000.00 193.760 15,500.80 (S) 217 TRANSITION RAILING (TYPE WB) EA 3,000.0000 126,000.00 14.000 42,000.00 26.000 78,000.00 (S) 218 END CAP (TYPE A) EA 100.0000 2,000.00 2.000 200.00 (S) 219 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 17,400.00 2.000 1,200.00 6.000 3,600.00 (S) 220 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 84,000.00 9.000 18,000.00 17.000 34,000.00 (S) 221 CRASH CUSHION, SAND FILLED EA 4,000.0000 56,000.00 0.000 0.00 (S) 222 CONCRETE BARRIER (TYPE 736 MODIFIED) M 230.0000 748,650.00 3,203.460 736,795.80 (F) 223 CONCRETE BARRIER (TYPE 736SV) M 575.0000 1,322,500.00 2,231.000 1,282,825.00 224 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 68,000.00 31.500 1,260.00 (S) 225 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 73,200.00 15,104.660 9,062.80 (S) 226 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,400.00 0.000 0.00 (S) 227 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,900.00 312.900 938.70 (S) 228 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,800.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 229 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 320.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 230 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 35.050 35.05 (S) (BROKEN 3.66 M - 0.92 M) 231 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 21,000.00 1,305.000 1,305.00 (S) (BROKEN 10.98 M - 3.66 M) 232 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,600.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 233 PAINT PAVEMENT MARKING (2-COAT) M2 60.0000 7,200.00 0.000 0.00 (S) 234 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,400.00 0.000 0.00 (S) 235 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 42,800.00 792.000 3,168.00 (S) 236 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.040 200.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 237 BATTERY BACKUP SYSTEM LS 25,000.0000 25,000.00 0.716 17,900.00 (S) 238 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.901 90,100.00 (S) PROGRAM CAS145 PAGE 10 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.905 90,500.00 (S) 240 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.738 73,800.00 (S) 241 SIGNAL AND LIGHTING (LOCATION 4) LS 150,000.0000 150,000.00 0.695 104,250.00 (S) 242 SIGNAL AND LIGHTING (LOCATION 5) LS 400,000.0000 400,000.00 0.949 379,600.00 (S) 243 SIGNAL AND LIGHTING (LOCATION 6) LS 300,000.0000 300,000.00 0.878 263,400.00 (S) 244 SIGNAL AND LIGHTING (LOCATION 7) LS 300,000.0000 300,000.00 0.887 266,100.00 (S) 245 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 50,000.0000 50,000.00 0.456 22,800.00 (S) 246 LIGHTING LS 100,000.0000 100,000.00 0.577 57,700.00 (S) 247 LIGHTING (CITY STREET) LS 25,000.0000 25,000.00 0.950 23,750.00 (S) 248 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.501 100,200.00 (S) 249 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.858 343,200.00 (S) 250 SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.816 40,800.00 (S) 251 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.596 5,960.00 (S) 252 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 0.950 23,750.00 (S) 253 COMMUNICATION CONDUIT (BRIDGE) LS 125,000.0000 125,000.00 0.950 118,750.00 (SF) 254 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.340 17,000.00 (S) (LOCATION 1) 255 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.295 14,750.00 (S) (LOCATION 2) 256 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.124 3,100.00 (S) (LOCATION 3) 257 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.500 12,500.00 (S) (LOCATION 4) 258 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.230 5,750.00 (S) (LOCATION 5) 259 RAMP METERING SYSTEM (LOCATION 1) LS 75,000.0000 75,000.00 0.600 45,000.00 (S) 260 RAMP METERING SYSTEM (LOCATION 2) LS 25,000.0000 25,000.00 0.950 23,750.00 (S) 261 RAMP METERING SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 0.950 23,750.00 (S) 262 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.950 23,750.00 (S) 263 WIRELESS COMMUNICATIONS SYSTEM LS 75,000.0000 75,000.00 0.107 8,025.00 (S) 264 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 265 FURNISH STEEL PILING (HP 360 X 174) M 370.0000 357,420.00 966.000 357,420.00 PROGRAM CAS145 PAGE 11 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 51,200.00 64.000 51,200.00 PROGRAM CAS145 PAGE 12 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 08:19 AM ESTIMATE NO. 50 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/17/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 337,215.47 110,927,274.35 ADJUSTMENT OF COMPENSATION 0.00 796,354.69 EXTRA WORK 11,240.27 11,461,336.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 348,455.74 123,184,965.33 267 MOBILIZATION LS 700,000.0000 13,700,000.00 1.000 13,700,000.00 ORIGINAL CONTRACT AMOUNT 137,136,260.00 TOTAL WORK COMPLETED 348,455.74 136,884,965.33 MATERIALS ON HAND ON SITE 169,827.48 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 338,455.74 137,034,792.81 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 07/02/08 800 09/02/08 08/26/08 02/15/13 668 260 50 0 89% 79% PROGRESS IS SATISFACTORY FREDRICKSON, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/12