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 10/11/13 EST. NO.23 TIME 07:39 AM 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 --------------------------------------------------------------------------- 001 0044 782.17 E.W. @ F.A.(+) 051112 N 044 0 007 0001 -30,861.82 A.C. @ L.S.(-) 092713 N 001 0 008 0003 369.99 E.W. @ F.A.(+) 071411 N 003 0 009 0002 1,681.98 E.W. @ F.A.(+) 112712 N 002 0 0003 3,036.00 102912 N 003 0 0004 3,583.90 121212 N 004 0 010 0018 928.46 E.W. @ F.A.(+) 072511 N 018 0 011 0003 10,642.08 E.W. @ F.A.(+) 071911 N 003 0 0006 386.89 071612 N 006 0 0008 3,829.63 082012 N 008 0 0010 6,001.19 091312 N 010 0 0011 230.50 091812 N 011 0 013 0002 2,713.53 E.W. @ F.A.(+) 071411 N 002 0 0003 1,787.80 071511 N 003 0 016 0053 2,709.02 E.W. @ F.A.(+) 092713 N 053 0 019 0001 5,946.52 E.W. @ L.S.(+) 092713 N 001 0 026 0002 3,140.82 E.W. @ F.A.(+) 102612 N 002 0 0003 4,729.42 102612 N 003 0 0006 2,506.26 103112 N 006 0 0009 6,800.19 110212 N 009 0 0010 6,437.53 111512 N 010 0 029 0002 256.81 A.C. @ L.S.(+) 092713 N 002 0 37,638.87 TOTAL THIS ESTIMATE 1,101,632.64 TOTAL PREVIOUS ESTIMATE 1,139,271.51 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 10/11/13 EST. NO.23 TIME 07:39 AM R.E. NAME: ALEXANDER, NATHAN 02-4C4014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE 55-4.02 -5,000.00 21 OUT-OF-STATE 86-8.01 -5,000.00 21 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(S) -10,000.00 22 0.00 -10,000.00 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 PER LTR DATED 10/12 -8,000.00 18 PER LTR DATED 11/12 -8,000.00 19 PER LTR DATED 12/12 -3,000.00 21 CERTIFIED PAYROLLS -10,000.00 22 CERTIFIED PAYROLLS 37,000.00 23 37,000.00 0.00 LIQUIDATED DAMAGES 10 DAYS @ $8300/DAY -83,000.00 22 RTN 10DYS @ $8300/DY 83,000.00 23 83,000.00 0.00 TOTAL DEDUCTIONS 120,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 LOCATION SEMI-FINAL 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 100.0000 17,000.00 170.000 17,000 003 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 4.0000 12,000.00 675.000 2,700 006 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 5,000.00 0.000 0 007 TEMPORARY CHECK DAM LF 10.0000 4,000.00 1,878.000 18,780 008 MOVE-IN/MOVE-OUT EA 850.0000 1,700.00 4.000 3,400 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 15,750.00 37.000 11,655 010 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 21,780.00 41,049.000 18,472 (POLYMER STABILIZED FIBER MATRIX) 011 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,000.0000 12,000.00 1.000 12,000 013 TEMPORARY SOIL BINDER SQYD 0.1700 17,680.00 96,850.000 16,464 014 RAIN EVENT ACTION PLAN EA 150.0000 13,800.00 6.000 900.00 19.000 2,850 015 STORM WATER ANNUAL REPORT EA 800.0000 2,400.00 1.000 800.00 2.000 1,600 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 25,200.00 3.000 1,800.00 18.000 10,800 017 CONSTRUCTION AREA SIGNS LS 39,690.0000 39,690.00 1.000 39,690 018 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2400 38,880.00 317,780.000 76,267 020 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 252.000 10,080 021 TEMPORARY PAVEMENT MARKER EA 3.5000 8,960.00 4,025.000 14,087 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 2 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE RADAR TRAILER LS 15,000.0000 15,000.00 1.000 15,000 024 TEMPORARY RAILING (TYPE K) LF 18.0000 930,600.00 53,135.000 956,430 025 TEMPORARY CRASH CUSHION MODULE EA 100.0000 7,000.00 140.000 14,000 026 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,200.0000 18,000.00 3.000 3,600 027 ABANDON CULVERT EA 1,700.0000 3,400.00 0.000 0 028 ABANDON INLET EA 1,700.0000 1,700.00 0.000 0 029 REMOVE MARKER EA 50.0000 1,550.00 31.000 1,550 030 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,000.00 1,600.000 8,000 031 REMOVE FLARED END SECTION EA 100.0000 100.00 1.000 100 032 REMOVE PAVEMENT MARKING SQFT 22.0000 2,860.00 186.000 4,092 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 32,100.00 89,065.000 26,719 034 REMOVE ROADSIDE SIGN EA 150.0000 1,650.00 5.000 750 035 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,310.00 1,102.000 1,102 036 REMOVE CULVERT LF 100.0000 4,100.00 24.000 2,400 037 REMOVE INLET EA 500.0000 4,000.00 8.000 4,000 038 REMOVE DOWNDRAIN EA 150.0000 300.00 2.000 300 039 REMOVE SLOPE PAVING CY 125.0000 5,625.00 48.400 6,050 040 RECONSTRUCT HIGH TENSION CABLE BARRIER LF 11.0000 165,000.00 15,000.000 165,000 041 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 200.00 6.000 1,200 042 ADJUST INLET EA 1,000.0000 30,000.00 29.000 29,000 043 ADJUST FIBER OPTION SPLICE VAULT TO EA 500.0000 10,500.00 14.000 7,000 GRADE 044 MODIFY INLET EA 1,200.0000 2,400.00 2.000 2,400 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 217,800.00 145,985.000 240,875 046 REMOVE CONCRETE CY 150.0000 3,750.00 20.780 3,117 047 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,675.00 5,793.000 5,793 048 BRIDGE REMOVAL (PORTION) LS 32,722.0000 32,722.00 1.000 32,722 049 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 1.000 65,000 PROGRAM CAS145 PAGE 3 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 12.0000 958,800.00 2,485.930 29,831.16 79,599.240 955,190 051 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 1.000 1,900 052 STRUCTURE EXCAVATION (BRIDGE) CY 250.0000 34,750.00 139.000 34,750 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 14,900.00 298.000 14,900 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 34,800.00 87.000 34,800 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 9,700.00 97.000 9,700 (F) 056 SAND BACKFILL CY 300.0000 3,000.00 0.000 0 057 IMPORTED MATERIAL (SHOULDER BACKING) TON 21.0000 127,680.00 5,692.810 119,549 058 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.5000 275,000.00 1,483.900 3,709.75 108,260.000 270,650 059 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,358.5000 47,170.00 1.720 4,056.62 20.000 47,170 060 EROSION CONTROL ESTABLISHMENT WORK LS 2,500.0000 2,500.00 0.000 0 061 IRRIGATION SYSTEM LS 2,000.0000 2,000.00 1.000 2,000 062 IRRIGATION SLEEVE LF 60.0000 7,200.00 115.000 6,900 063 EXTEND 10" CONDUIT LF 65.0000 35,750.00 478.300 31,089 064 FINISHING ROADWAY LS 1,000.0000 1,000.00 1.000 1,000 065 CLASS 2 AGGREGATE BASE CY 30.0000 2,043,000.00 2,202.300 66,069.00 67,027.000 2,010,810 066 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 4,500.00 18.080 4,520 067 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 171,000.00 0.000 0 068 HOT MIX ASPHALT TON 80.0000 5,248,000.00 62,398.280 4,991,862 069 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED TON 100.0000 2,020,000.00 20,993.750 2,099,375 HIGH BINDER) 070 SHOULDER RUMBLE STRIP STA 22.0000 20,460.00 879.730 19,354 (HMA,GROUND-IN INDENTATIONS) 071 DATA CORE LS 1,500.0000 1,500.00 1.000 1,500 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.8500 1,966.50 678.000 1,932 073 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.8500 2,935.50 514.000 1,464 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8500 1,425.00 1,690.000 4,816 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8500 684.00 175.000 498 076 PLACE HOT MIX ASPHALT SQYD 25.0000 3,000.00 31.500 787 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 1.0000 350.00 119.630 119 078 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,210.0000 255,310.00 211.000 255,310 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 24,000.00 24.000 24,000 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 292,000.00 292.000 292,000 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 63,900.00 71.000 63,900 (F) (TYPE N) 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 179,000.00 180.760 180,760 (TYPE R) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 211,950.00 141.300 211,950 (F) 084 MINOR CONCRETE (WALL) CY 720.0000 66,240.00 92.000 66,240 (F) 085 PAVING NOTCH EXTENSION CF 150.0000 18,300.00 122.000 18,300 086 ANTI-GRAFFITI COATING SQFT 1.0000 952.00 952.000 952 (F) 087 ARCHITECTURAL TREATMENT SQFT 20.0000 19,040.00 952.000 19,040 (F) (COBBLESTONE TEXTURE) 088 DRILL AND BOND DOWEL LF 20.0000 820.00 32.000 640 089 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,120.0000 61,440.00 12.000 61,440 GIRDER (30'-40') 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 84,000.00 6.000 84,000 GIRDER (90'-100') 091 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 25,200.00 18.000 25,200 GIRDER 092 FURNISH POLYESTER CONCRETE OVERLAY CF 102.0000 36,108.00 486.000 49,572 093 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.9000 27,807.50 5,675.000 27,807 (F) 094 CORE CONCRETE (1 1/8") LF 33.0000 26,928.00 816.000 26,928 095 JOINT SEAL (MR 1") LF 31.0000 7,006.00 226.000 7,006 096 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 190,781.80 173,438.000 190,781 (F) 097 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 8,613.00 7,830.000 8,613 (F) 098 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.8500 131,653.25 27,145.000 131,653 (F) 099 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 10,858.00 27,145.000 10,858 (F) 100 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 3,060.00 340.000 3,060 (F) WITHOUT WALKWAY) 101 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 38.0000 12,920.00 340.000 12,920 (F) WITHOUT WALKWAY) 102 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 12.0000 3,480.00 285.800 3,429 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4500 1,014.00 112.000 946 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 46,200.00 66.000 46,200 (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 290.0000 2,030.00 7.000 2,030 106 6" ALTERNATIVE PIPE CULVERT LF 18.0000 3,960.00 214.500 3,861 107 18" ALTERNATIVE PIPE CULVERT LF 275.0000 22,275.00 23.000 6,325 108 36" PERFORATED ALTERNATIVE PIPE CULVERT LF 65.0000 65,650.00 1,138.400 73,996 109 42" ALTERNATIVE PIPE CULVERT LF 95.0000 20,900.00 214.000 20,330 110 42" PERFORATED ALTERNATIVE PIPE CULVERT LF 80.0000 40,800.00 535.000 42,800 111 18" REINFORCED CONCRETE PIPE LF 385.0000 20,405.00 50.300 19,365 (CLASS II, RUBBER GASKET JOINT) 112 24" REINFORCED CONCRETE PIPE LF 350.0000 12,600.00 35.100 12,285 (CLASS II, RUBBER GASKET JOINT) 113 30" REINFORCED CONCRETE PIPE LF 300.0000 1,800.00 6.000 1,800 (CLASS II, RUBBER GASKET JOINT) 114 36" REINFORCED CONCRETE PIPE LF 130.0000 33,800.00 277.000 36,010 (CLASS IV, RUBBER GASKET JOINT) 115 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0000 1,260.00 208.000 1,248 116 PERMEABLE MATERIAL CY 35.0000 22,750.00 948.310 33,190 117 DETENTION TRENCH LF 45.0000 4,500.00 100.000 4,500 118 8" CORRUGATED STEEL FLUME DOWNDRAIN LF 15.0000 555.00 37.000 555 119 18" TAPERED INLET EA 330.0000 660.00 2.000 660 120 FLUME ANCHOR ASSEMBLY EA 275.0000 1,100.00 4.000 1,100 121 18" ALTERNATIVE PIPE DOWNDRAIN LF 100.0000 4,100.00 0.000 0 122 WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 11,550.00 154.000 23,100 123 36" PRECAST CONCRETE PIPE INLET LF 260.0000 1,560.00 6.000 1,560 124 OBSERVATION WELL EA 400.0000 800.00 2.000 800 125 ROCK SLOPE PROTECTION CY 125.0000 10,625.00 84.900 10,612 (FACING, METHOD B) 126 ROCK SLOPE PROTECTION CY 225.0000 2,250.00 0.000 0 (BACKING NO. 2, METHOD B) 127 ROCK SLOPE PROTECTION CY 375.0000 4,125.00 8.200 3,075 (BACKING NO. 3, METHOD B) 128 SLOPE PAVING (CONCRETE) CY 696.0000 73,776.00 106.000 73,776 (F) 129 FILTER FABRIC SQYD 4.0000 13,560.00 4,706.430 18,825 130 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 2,310.00 175.600 1,931 PROGRAM CAS145 PAGE 6 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 9,600.00 21.600 8,640 132 MINOR CONCRETE (SIDEWALK) CY 325.0000 29,575.00 96.800 31,460 133 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 107,000.00 11,739.500 117,395 134 MISCELLANEOUS IRON AND STEEL LB 2.0000 29,318.00 14,206.000 28,412 (F) 135 SURVEY MONUMENT (TYPE A) EA 500.0000 6,000.00 18.000 9,000 136 DELINEATOR (CLASS 1) EA 40.0000 760.00 25.000 1,000 137 MILEPOST MARKER EA 50.0000 600.00 12.000 600 138 MARKER (CULVERT) EA 40.0000 2,280.00 58.000 2,320 139 MARKER (CULVERT CABLE BARRIER MOUNTED) EA 65.0000 2,860.00 44.000 2,860 140 OBJECT MARKER (TYPE L-1) EA 50.0000 550.00 1.000 50 141 METAL BEAM GUARD RAILING (WOOD POST) LF 23.5000 11,515.00 649.500 15,263 142 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.5000 366,000.00 13,461.940 410,589 143 DOUBLE METAL BEAM GUARD RAILING LF 35.0000 22,750.00 488.000 17,080 (WOOD POST) 144 CABLE RAILING LF 35.0000 5,950.00 170.000 5,950 145 HIGH TENSION CABLE BARRIER LF 10.5000 73,290.00 6,586.000 69,153 146 HIGH TENSION CABLE BARRIER TERMINAL EA 2,950.0000 41,300.00 9.000 26,550 147 TRANSITION RAILING (TYPE WB) EA 3,200.0000 9,600.00 3.000 9,600 148 RAIL TENSIONING ASSEMBLY EA 475.0000 2,850.00 4.000 1,900 149 TERMINAL SYSTEM (TYPE CAT) EA 5,500.0000 33,000.00 6.000 33,000 150 END CAP (TYPE A) EA 300.0000 300.00 1.000 300 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 4,500.00 6.000 5,400 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 1.000 3,300 153 CONCRETE BARRIER (TYPE 736) LF 90.0000 36,540.00 406.000 36,540 (F) 154 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 3,920.00 2,403.000 19,224 155 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.8800 90,640.00 113,971.000 100,294 156 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 3.0000 16,260.00 8,292.000 24,876 157 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 318.00 1,444.000 433 (BROKEN 17-7) PROGRAM CAS145 PAGE 7 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 28,590.00 94,930.000 28,479 (BROKEN 36-12) 159 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 999.00 3,113.000 933 (BROKEN 30-12) 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 13,055.00 4,414.000 15,449 161 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 162 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 1.000 200,000 163 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000 164 TRAFFIC MONITORING STATION LS 58,000.0000 58,000.00 1.000 58,000 165 FIBER OPTIC CONDUIT LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 8 DATE 10/11/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 07:39 AM ESTIMATE NO. 23 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 01/12/13 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 10/11/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 107,166.53 16,569,484.15 ADJUSTMENT OF COMPENSATION -30,605.01 124,613.99 EXTRA WORK 68,243.88 1,014,657.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 144,805.40 17,708,755.66 166 MOBILIZATION LS 838,000.0000 838,000.00 1.000 838,000 ORIGINAL CONTRACT AMOUNT 17,673,355.55 TOTAL WORK COMPLETED 144,805.40 18,546,755.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 120,000.00 -20,000.00 TOTAL 264,805.40 18,526,755.66 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/20/11 170 06/15/11 07/14/11 01/12/13 177 196 240 0 100% 100% ALEXANDER, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/11/13