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 09/21/12 EST. NO.17 TIME 02:09 PM R.E. NAME: ALEXANDER, NATHAN 02-4C4014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 017 0010 6,198.62 E.W. @ F.A.(+) 071012 N 010 0 6,198.62 TOTAL THIS ESTIMATE 387,378.96 TOTAL PREVIOUS ESTIMATE 393,577.58 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 09/21/12 EST. NO.17 TIME 02:09 PM R.E. NAME: ALEXANDER, NATHAN 02-4C4014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 9/11 -3,000.00 04 PER LTR DATED 10/11 -7,000.00 05 RETURN 10/11 DEDUCT 7,000.00 07 RETURN 9/11 DEDUCT 3,000.00 07 PER LTR DATED 2/12 -8,000.00 10 PER LTR DATED 7/12 -10,000.00 15 RETURN DEDUCT 7/12 10,000.00 17 10,000.00 -8,000.00 TOTAL DEDUCTIONS 10,000.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 LOCATION PROGRESS ESTIMATE 02-SHA-5-R11.0/R17.5 ----------------- TULLIS INC IN SHASTA COUNTY IN AND NEAR P O BOX 493416 REDDING FROM 0.3 MILE SOUTH OF REDDING CA 96049 SMITH ROAD OVERCROSSING TO 0.2 MILE NORTH OF ROUTH 5/299 SEPARATION FED. AID NO. N O N E WIDEN BRIDGES WITH PCPS GIRDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750.00 002 TIME-RELATED OVERHEAD WDAY 100.0000 17,000.00 162.000 16,200.00 003 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.925 925.00 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.880 2,200.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 4.0000 12,000.00 675.000 2,700.00 006 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 5,000.00 0.000 0.00 007 TEMPORARY CHECK DAM LF 10.0000 4,000.00 1,878.000 18,780.00 008 MOVE-IN/MOVE-OUT EA 850.0000 1,700.00 4.000 3,400.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 15,750.00 37.000 11,655.00 010 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 21,780.00 41,049.000 18,472.05 (POLYMER STABILIZED FIBER MATRIX) 011 STREET SWEEPING LS 10,000.0000 10,000.00 0.874 8,740.00 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,000.0000 12,000.00 0.874 10,488.00 013 TEMPORARY SOIL BINDER SQYD 0.1700 17,680.00 96,850.000 16,464.50 014 RAIN EVENT ACTION PLAN EA 150.0000 13,800.00 10.000 1,500.00 015 STORM WATER ANNUAL REPORT EA 800.0000 2,400.00 1.000 800.00 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 25,200.00 15.000 9,000.00 017 CONSTRUCTION AREA SIGNS LS 39,690.0000 39,690.00 0.950 37,705.50 018 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.950 380,000.00 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2400 38,880.00 317,780.000 76,267.20 020 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 252.000 10,080.00 021 TEMPORARY PAVEMENT MARKER EA 3.5000 8,960.00 4,025.000 14,087.50 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.950 38,000.00 PROGRAM CAS145 PAGE 2 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE RADAR TRAILER LS 15,000.0000 15,000.00 0.950 14,250.00 024 TEMPORARY RAILING (TYPE K) LF 18.0000 930,600.00 53,135.000 956,430.00 025 TEMPORARY CRASH CUSHION MODULE EA 100.0000 7,000.00 140.000 14,000.00 026 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,200.0000 18,000.00 3.000 3,600.00 027 ABANDON CULVERT EA 1,700.0000 3,400.00 0.000 0.00 028 ABANDON INLET EA 1,700.0000 1,700.00 0.000 0.00 029 REMOVE MARKER EA 50.0000 1,550.00 0.000 0.00 030 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,000.00 1,600.000 8,000.00 031 REMOVE FLARED END SECTION EA 100.0000 100.00 1.000 100.00 032 REMOVE PAVEMENT MARKING SQFT 22.0000 2,860.00 186.000 4,092.00 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 32,100.00 87,678.000 26,303.40 034 REMOVE ROADSIDE SIGN EA 150.0000 1,650.00 0.000 0.00 035 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,310.00 1,197.000 1,197.00 036 REMOVE CULVERT LF 100.0000 4,100.00 24.000 2,400.00 037 REMOVE INLET EA 500.0000 4,000.00 8.000 4,000.00 038 REMOVE DOWNDRAIN EA 150.0000 300.00 2.000 300.00 039 REMOVE SLOPE PAVING CY 125.0000 5,625.00 48.400 6,050.00 040 RECONSTRUCT HIGH TENSION CABLE BARRIER LF 11.0000 165,000.00 15,000.000 165,000.00 041 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 200.00 6.000 1,200.00 042 ADJUST INLET EA 1,000.0000 30,000.00 25.000 25,000.00 043 ADJUST FIBER OPTION SPLICE VAULT TO EA 500.0000 10,500.00 14.000 7,000.00 GRADE 044 MODIFY INLET EA 1,200.0000 2,400.00 2.000 2,400.00 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 217,800.00 145,985.000 240,875.25 046 REMOVE CONCRETE CY 150.0000 3,750.00 0.000 0.00 047 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,675.00 5,793.000 5,793.00 048 BRIDGE REMOVAL (PORTION) LS 32,722.0000 32,722.00 1.000 32,722.00 049 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 1.000 65,000.00 PROGRAM CAS145 PAGE 3 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 12.0000 958,800.00 77,113.310 925,359.72 051 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 0.750 1,425.00 052 STRUCTURE EXCAVATION (BRIDGE) CY 250.0000 34,750.00 139.000 34,750.00 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 14,900.00 298.000 14,900.00 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 34,800.00 87.000 34,800.00 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 9,700.00 97.000 9,700.00 (F) 056 SAND BACKFILL CY 300.0000 3,000.00 0.000 0.00 057 IMPORTED MATERIAL (SHOULDER BACKING) TON 21.0000 127,680.00 12.000 252.00 3,161.980 66,401.58 058 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.5000 275,000.00 106,776.100 266,940.25 059 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,358.5000 47,170.00 18.280 43,113.38 060 EROSION CONTROL ESTABLISHMENT WORK LS 2,500.0000 2,500.00 0.000 0.00 061 IRRIGATION SYSTEM LS 2,000.0000 2,000.00 0.276 552.00 062 IRRIGATION SLEEVE LF 60.0000 7,200.00 115.000 6,900.00 063 EXTEND 10" CONDUIT LF 65.0000 35,750.00 478.300 31,089.50 064 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 065 CLASS 2 AGGREGATE BASE CY 30.0000 2,043,000.00 64,824.700 1,944,741.00 066 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 4,500.00 18.080 4,520.00 067 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 171,000.00 0.000 0.00 068 HOT MIX ASPHALT TON 80.0000 5,248,000.00 73.130 5,850.40 62,398.280 4,991,862.40 069 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED TON 100.0000 2,020,000.00 20,993.750 2,099,375.00 HIGH BINDER) 070 SHOULDER RUMBLE STRIP STA 22.0000 20,460.00 879.730 19,354.06 (HMA,GROUND-IN INDENTATIONS) 071 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.8500 1,966.50 678.000 1,932.30 678.000 1,932.30 073 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.8500 2,935.50 514.000 1,464.90 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8500 1,425.00 535.000 1,524.75 1,690.000 4,816.50 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8500 684.00 175.000 498.75 175.000 498.75 076 PLACE HOT MIX ASPHALT SQYD 25.0000 3,000.00 31.500 787.50 31.500 787.50 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 1.0000 350.00 118.760 118.76 078 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,210.0000 255,310.00 211.000 255,310.00 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 24,000.00 24.000 24,000.00 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 292,000.00 292.000 292,000.00 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 63,900.00 71.000 63,900.00 (F) (TYPE N) 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 179,000.00 180.760 180,760.00 (TYPE R) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 211,950.00 141.300 211,950.00 (F) 084 MINOR CONCRETE (WALL) CY 720.0000 66,240.00 92.000 66,240.00 (F) 085 PAVING NOTCH EXTENSION CF 150.0000 18,300.00 122.000 18,300.00 086 ANTI-GRAFFITI COATING SQFT 1.0000 952.00 952.000 952.00 (F) 087 ARCHITECTURAL TREATMENT SQFT 20.0000 19,040.00 952.000 19,040.00 (F) (COBBLESTONE TEXTURE) 088 DRILL AND BOND DOWEL LF 20.0000 820.00 32.000 640.00 089 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,120.0000 61,440.00 12.000 61,440.00 GIRDER (30'-40') 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 84,000.00 6.000 84,000.00 GIRDER (90'-100') 091 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 25,200.00 18.000 25,200.00 GIRDER 092 FURNISH POLYESTER CONCRETE OVERLAY CF 102.0000 36,108.00 486.000 49,572.00 093 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.9000 27,807.50 5,675.000 27,807.50 (F) 094 CORE CONCRETE (1 1/8") LF 33.0000 26,928.00 816.000 26,928.00 095 JOINT SEAL (MR 1") LF 31.0000 7,006.00 226.000 7,006.00 096 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 190,781.80 173,438.000 190,781.80 (F) 097 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 8,613.00 7,830.000 8,613.00 (F) 098 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.8500 131,653.25 0.000 0.00 (F) 099 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 10,858.00 0.000 0.00 (F) 100 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 3,060.00 0.000 0.00 (F) WITHOUT WALKWAY) 101 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 38.0000 12,920.00 0.000 0.00 (F) WITHOUT WALKWAY) 102 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 12.0000 3,480.00 0.000 0.00 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4500 1,014.00 0.000 0.00 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 46,200.00 0.000 0.00 (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 290.0000 2,030.00 7.000 2,030.00 106 6" ALTERNATIVE PIPE CULVERT LF 18.0000 3,960.00 214.500 3,861.00 107 18" ALTERNATIVE PIPE CULVERT LF 275.0000 22,275.00 23.000 6,325.00 108 36" PERFORATED ALTERNATIVE PIPE CULVERT LF 65.0000 65,650.00 1,138.400 73,996.00 109 42" ALTERNATIVE PIPE CULVERT LF 95.0000 20,900.00 214.000 20,330.00 110 42" PERFORATED ALTERNATIVE PIPE CULVERT LF 80.0000 40,800.00 535.000 42,800.00 111 18" REINFORCED CONCRETE PIPE LF 385.0000 20,405.00 50.300 19,365.50 (CLASS II, RUBBER GASKET JOINT) 112 24" REINFORCED CONCRETE PIPE LF 350.0000 12,600.00 35.100 12,285.00 (CLASS II, RUBBER GASKET JOINT) 113 30" REINFORCED CONCRETE PIPE LF 300.0000 1,800.00 6.000 1,800.00 (CLASS II, RUBBER GASKET JOINT) 114 36" REINFORCED CONCRETE PIPE LF 130.0000 33,800.00 277.000 36,010.00 (CLASS IV, RUBBER GASKET JOINT) 115 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0000 1,260.00 208.000 1,248.00 116 PERMEABLE MATERIAL CY 35.0000 22,750.00 948.310 33,190.85 117 DETENTION TRENCH LF 45.0000 4,500.00 100.000 4,500.00 118 8" CORRUGATED STEEL FLUME DOWNDRAIN LF 15.0000 555.00 37.000 555.00 37.000 555.00 119 18" TAPERED INLET EA 330.0000 660.00 2.000 660.00 2.000 660.00 120 FLUME ANCHOR ASSEMBLY EA 275.0000 1,100.00 4.000 1,100.00 4.000 1,100.00 121 18" ALTERNATIVE PIPE DOWNDRAIN LF 100.0000 4,100.00 0.000 0.00 122 WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 11,550.00 154.000 23,100.00 123 36" PRECAST CONCRETE PIPE INLET LF 260.0000 1,560.00 6.000 1,560.00 124 OBSERVATION WELL EA 400.0000 800.00 2.000 800.00 125 ROCK SLOPE PROTECTION CY 125.0000 10,625.00 84.900 10,612.50 (FACING, METHOD B) 126 ROCK SLOPE PROTECTION CY 225.0000 2,250.00 0.000 0.00 (BACKING NO. 2, METHOD B) 127 ROCK SLOPE PROTECTION CY 375.0000 4,125.00 2.200 825.00 8.200 3,075.00 (BACKING NO. 3, METHOD B) 128 SLOPE PAVING (CONCRETE) CY 696.0000 73,776.00 106.000 73,776.00 (F) 129 FILTER FABRIC SQYD 4.0000 13,560.00 4,706.430 18,825.72 130 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 2,310.00 175.600 1,931.60 PROGRAM CAS145 PAGE 6 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 9,600.00 21.600 8,640.00 132 MINOR CONCRETE (SIDEWALK) CY 325.0000 29,575.00 32.400 10,530.00 96.800 31,460.00 133 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 107,000.00 1,221.000 12,210.00 10,985.500 109,855.00 134 MISCELLANEOUS IRON AND STEEL LB 2.0000 29,318.00 1,195.000 2,390.00 14,206.000 28,412.00 (F) 135 SURVEY MONUMENT (TYPE A) EA 500.0000 6,000.00 18.000 9,000.00 136 DELINEATOR (CLASS 1) EA 40.0000 760.00 6.000 240.00 25.000 1,000.00 137 MILEPOST MARKER EA 50.0000 600.00 0.000 0.00 138 MARKER (CULVERT) EA 40.0000 2,280.00 57.000 2,280.00 139 MARKER (CULVERT CABLE BARRIER MOUNTED) EA 65.0000 2,860.00 44.000 2,860.00 140 OBJECT MARKER (TYPE L-1) EA 50.0000 550.00 1.000 50.00 141 METAL BEAM GUARD RAILING (WOOD POST) LF 23.5000 11,515.00 612.000 14,382.00 142 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.5000 366,000.00 13,000.440 396,513.42 143 DOUBLE METAL BEAM GUARD RAILING LF 35.0000 22,750.00 488.000 17,080.00 (WOOD POST) 144 CABLE RAILING LF 35.0000 5,950.00 170.000 5,950.00 145 HIGH TENSION CABLE BARRIER LF 10.5000 73,290.00 6,286.000 66,003.00 146 HIGH TENSION CABLE BARRIER TERMINAL EA 2,950.0000 41,300.00 8.000 23,600.00 147 TRANSITION RAILING (TYPE WB) EA 3,200.0000 9,600.00 3.000 9,600.00 148 RAIL TENSIONING ASSEMBLY EA 475.0000 2,850.00 4.000 1,900.00 149 TERMINAL SYSTEM (TYPE CAT) EA 5,500.0000 33,000.00 6.000 33,000.00 150 END CAP (TYPE A) EA 300.0000 300.00 1.000 300.00 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 4,500.00 5.000 4,500.00 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 0.000 0.00 153 CONCRETE BARRIER (TYPE 736) LF 90.0000 36,540.00 406.000 36,540.00 (F) 154 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 3,920.00 375.000 3,000.00 155 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.8800 90,640.00 103,526.000 91,102.88 156 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 3.0000 16,260.00 5,635.000 16,905.00 157 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 318.00 830.000 249.00 (BROKEN 17-7) PROGRAM CAS145 PAGE 7 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 28,590.00 94,930.000 28,479.00 (BROKEN 36-12) 159 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 999.00 3,113.000 933.90 (BROKEN 30-12) 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 13,055.00 3,697.000 12,939.50 161 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 162 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 163 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.314 15,700.00 164 TRAFFIC MONITORING STATION LS 58,000.0000 58,000.00 0.293 16,994.00 0.650 37,700.00 165 FIBER OPTIC CONDUIT LS 40,000.0000 40,000.00 1.000 40,000.00 PROGRAM CAS145 PAGE 8 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 02:09 PM ESTIMATE NO. 17 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 57,349.70 16,031,442.17 ADJUSTMENT OF COMPENSATION 0.00 155,219.00 EXTRA WORK 6,198.62 238,358.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 63,548.32 16,425,019.75 166 MOBILIZATION LS 838,000.0000 838,000.00 1.000 838,000.00 ORIGINAL CONTRACT AMOUNT 17,673,355.55 TOTAL WORK COMPLETED 63,548.32 17,263,019.75 MATERIALS ON HAND ON SITE 10,135.12 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -8,000.00 TOTAL 73,548.32 17,265,154.87 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 05/20/11 170 06/15/11 07/14/11 10/17/12 149 146 0 0 94% 88% PROGRESS IS SATISFACTORY ALEXANDER, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/12