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 03/25/14 EST. NO.12 TIME 08:17 AM R.E. NAME: OSCAR SHERRILL 06-471004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0003 16,734.03 E.W. @ L.S.(+) 021314 N 100 0 16,734.03 TOTAL THIS ESTIMATE 72,667.97 TOTAL PREVIOUS ESTIMATE 89,402.00 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 03/25/14 EST. NO.12 TIME 08:17 AM R.E. NAME: OSCAR SHERRILL 06-471004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 ON GO -10,000.00 10 RECD CEM 4401 10,000.00 11 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 05 RECD PYRL#5 3,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 LOCATION PROGRESS ESTIMATE 06-MAD-99-R6.9/R8.2 ----------------- SECURITY PAVING COMPANY INC IN MADERA COUNTY NEAR MADERA FROM 13170 TELFAIR AVENUE 0.6 MILE SOUTH OF AVENUE 12 OC TO SLYMAR, CA 91342 0.7 MILE NORTH OF AVENUE 12 OC FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.000 0 002 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 3,040.00 0.000 0 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 26,840.00 438.000 1,752 004 CONSTRUCTION SITE MANAGEMENT LS 42,000.0000 42,000.00 0.028 1,176.00 0.398 16,716 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.500 5,000 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 1.0000 3,000.00 0.000 0 007 TEMPORARY FIBER ROLL LF 3.0000 42,000.00 140.000 420.00 1,965.000 5,895 008 TEMPORARY SILT FENCE LF 2.2500 15,750.00 220.000 495.00 3,220.000 7,245 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 13,200.00 2.000 6,600 010 TEMPORARY COVER SQYD 3.0000 15,000.00 0.000 0 011 MOVE-IN/MOVE-OUT EA 525.0000 4,200.00 0.000 0 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 5,200.00 0.000 0 013 STREET SWEEPING LS 88,000.0000 88,000.00 0.028 2,464.00 0.398 35,024 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,500.0000 12,500.00 0.000 0 015 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 40,000.00 56,518.700 56,518 016 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 017 TIME-RELATED OVERHEAD (WDAY) WDAY 2,100.0000 1,260,000.00 17.000 35,700.00 238.000 499,800 018 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.500 15,000 019 TRAFFIC CONTROL SYSTEM LS 138,000.0000 138,000.00 0.028 3,864.00 0.398 54,924 020 TYPE III BARRICADE EA 70.0000 10,500.00 15.000 1,050 021 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.4000 133,680.00 0.000 0 022 CHANNELIZER (SURFACE MOUNTED) EA 29.0000 42,340.00 24.000 696 PROGRAM CAS145 PAGE 2 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 10.5000 1,995.00 0.000 0 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.028 980.00 0.398 13,930 025 TEMPORARY RAILING (TYPE K) LF 8.0000 95,200.00 1,480.000 11,840 026 TEMPORARY CRASH CUSHION MODULE EA 175.0000 22,750.00 28.000 4,900 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 4,410.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT (EA) EA 650.0000 4,550.00 0.000 0 029 ABANDON CULVERT (MID) EA 1,260.0000 2,520.00 2.000 2,520 030 DESTROY WELL LS 15,700.0000 15,700.00 0.000 0 031 REMOVE METAL BEAM GUARD RAILING LF 18.0000 2,700.00 0.000 0 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.4200 21,546.00 0.000 0 033 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 735.00 0.000 0 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,755.00 0.000 0 035 REMOVE PAVEMENT MARKER EA 1.0000 190.00 0.000 0 036 REMOVE ROADSIDE SIGN EA 135.0000 270.00 0.000 0 037 REMOVE PIPE HYDRANT EA 1,500.0000 3,000.00 3.000 4,500 038 REMOVE CULVERT (MID) LF 12.6000 25,452.00 2,083.000 26,245 039 SALVAGE METAL BEAM GUARD RAILING LF 8.0000 1,680.00 0.000 0 040 RESET SURVEY MONUMENT EA 600.0000 1,800.00 0.000 0 041 RESET ROADSIDE SIGN EA 150.0000 450.00 0.000 0 042 RELOCATE MAILBOX EA 300.0000 3,900.00 2.000 600 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 1,920.00 0.000 0 044 REMOVE CONCRETE (STRUCTURE) (MID) CY 90.0000 7,110.00 69.000 6,210 045 REMOVE CONCRETE (CURB AND GUTTER) LF 2.4000 5,112.00 1,968.000 4,723 046 REMOVE CONCRETE BARRIER LF 14.0000 4,620.00 330.000 4,620 047 BRIDGE REMOVAL, LOCATION A LS 115,000.0000 115,000.00 0.000 0 048 BRIDGE REMOVAL, LOCATION B LS 130,000.0000 130,000.00 0.000 0 049 BRIDGE REMOVAL, LOCATION C LS 140,000.0000 140,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL, LOCATION D LS 65,000.0000 65,000.00 1.000 65,000.00 1.000 65,000 051 SALVAGE QUADGUARD EA 1,750.0000 3,500.00 0.000 0 052 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.900 270,000 053 ROADWAY EXCAVATION CY 8.0000 1,768,000.00 11,676.000 93,408.00 95,381.000 763,048 054 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 0.000 0 055 STRUCTURE EXCAVATION CY 70.0000 36,400.00 0.000 0 (F) 056 STRUCTURE EXCAVATION (BRIDGE) CY 18.0000 134,748.00 4,333.500 78,003 (F) 057 STRUCTURE EXCAVATION (TYPE D) CY 125.0000 33,125.00 201.000 25,125 (F) 058 STRUCTURE EXCAVATION (RETAINING WALL) CY 12.0000 22,080.00 204.000 2,448 (F) 059 STRUCTURE BACKFILL CY 100.0000 26,200.00 0.000 0 (F) 060 STRUCTURE BACKFILL (BRIDGE) CY 54.0000 269,568.00 1,031.200 55,684 (F) 061 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 123,850.00 0.000 0 (F) 062 SAND BACKFILL CY 105.0000 11,550.00 0.000 0 063 SAND BACKFILL (MID) CY 105.0000 6,720.00 0.000 0 064 IMPORTED BORROW (CY) CY 10.0000 576,000.00 0.000 0 065 EROSION CONTROL (COMPOST BLANKET) CY 68.0000 110,160.00 0.000 0 066 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1500 2,805.00 0.000 0 067 FIBER ROLLS LF 3.0000 25,260.00 0.000 0 068 ROLLED EROSION CONTROL PRODUCT SQFT 0.5300 9,911.00 0.000 0 (NETTING) 069 PLANT (GROUP W) EA 9.0000 1,800.00 0.000 0 070 8" WELDED STEEL PIPE CONDUIT LF 80.0000 19,200.00 0.000 0 (.250" THICK) 071 12" WELDED STEEL PIPE CONDUIT LF 140.0000 53,200.00 0.000 0 (.250" THICK) 072 CLASS 2 AGGREGATE BASE (CY) CY 34.0000 3,389,800.00 3,512.760 119,433.84 33,426.480 1,136,500 073 HOT MIX ASPHALT TON 71.0000 5,836,200.00 10,237.680 726,875 074 DATA CORE LS 4,000.0000 4,000.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 900.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,630.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 440.00 0.000 0 078 PLACE HOT MIX ASPHALT SQYD 60.0000 5,400.00 0.000 0 (MISCELLANEOUS AREA) 079 TACK COAT TON 425.0000 123,250.00 0.000 0 080 FURNISH PILING (CLASS 90) LF 38.0000 16,340.00 443.000 16,834 (ALTERNATIVE W) 081 DRIVE PILE (CLASS 90) EA 2,850.0000 22,800.00 8.000 22,800 (ALTERNATIVE W) 082 FURNISH PILING (CLASS 140) LF 40.0000 573,280.00 14,332.000 573,280 (ALTERNATIVE W) 083 DRIVE PILE (CLASS 140) EA 1,850.0000 349,650.00 141.000 260,850 (ALTERNATIVE W) 084 FURNISH PILING (CLASS 200) LF 52.0000 2,190,136.00 42,118.000 2,190,136 (ALTERNATIVE W) 085 DRIVE PILE (CLASS 200) EA 1,850.0000 954,600.00 290.000 536,500 (ALTERNATIVE W) 086 FURNISH 24" CAST-IN-STEEL SHELL LF 123.0000 353,748.00 2,876.000 353,748 CONCRETE PILING 087 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 7,000.0000 294,000.00 30.000 210,000 PILE 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,000,000.0000 1,000,000.00 0.100 100,000 089 STRUCTURAL CONCRETE CY 310.0000 39,680.00 0.000 0 (F) 090 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 441,000.00 970.000 291,000 (F) 091 STRUCTURAL CONCRETE, BRIDGE CY 520.0000 8,515,000.00 1,285.000 668,200.00 4,972.430 2,585,663 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL CY 430.0000 483,750.00 52.000 22,360.00 243.500 104,705 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 515.0000 436,205.00 0.000 0 (F) (TYPE N) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 157,300.00 17.060 22,178.00 33.220 43,186 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) (MID) CY 1,210.0000 163,350.00 0.000 0 (F) 096 MINOR CONCRETE (BACKFILL) CY 135.0000 2,430.00 0.000 0 097 JOINT SEAL (MR 1 1/2") LF 71.0000 14,768.00 0.000 0 098 JOINT SEAL ASSEMBLY (MR 5") LF 855.0000 294,975.00 0.000 0 099 JOINT SEAL (MR 2") LF 90.0000 33,210.00 0.000 0 100 BAR REINFORCING STEEL LB 1.0000 15,435.00 0.000 0 (F) 101 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 4,052,367.00 268,860.000 268,860.00 1,465,901.310 1,465,901 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 139,630.00 9,910.000 9,910.00 34,139.490 34,139 (F) 103 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 63,535.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 12,707.00 0.000 0 (F) 105 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 213,955.00 0.000 0 (F) 106 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 12,226.00 0.000 0 (F) 107 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.2000 14,632.00 0.000 0 (F) WITHOUT WALKWAY) 108 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 2,360.00 0.000 0 (F) WITHOUT WALKWAY) 109 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 30,240.00 0.000 0 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 11,070.00 0.000 0 (0.063"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 3,625.00 0.000 0 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,692.00 0.000 0 (0.063"-FRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 2,660.00 0.000 0 (0.080"-FRAMED) 114 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 548.0000 28,496.00 0.000 0 (SIGN FOUNDATION) 115 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 586.0000 7,618.00 0.000 0 (SIGN FOUNDATION) 116 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 774.0000 56,502.00 0.000 0 (SIGN FOUNDATION) 117 ROADSIDE SIGN - ONE POST EA 195.0000 23,400.00 0.000 0 118 ROADSIDE SIGN - TWO POST EA 300.0000 4,200.00 0.000 0 119 24" ALTERNATIVE PIPE CULVERT LF 44.0000 174,240.00 886.000 38,984.00 1,691.000 74,404 120 18" REINFORCED CONCRETE PIPE LF 54.0000 51,300.00 668.000 36,072 121 24" REINFORCED CONCRETE PIPE LF 60.0000 221,400.00 1,949.300 116,958 122 36" REINFORCED CONCRETE PIPE LF 92.0000 104,880.00 522.500 48,070 123 72" REINFORCED CONCRETE PRESSURE LF 421.0000 122,090.00 224.800 94,640 PIPE (MID) 124 66" REINFORCED CONCRETE PRESSURE LF 467.0000 7,005.00 15.500 7,238 PIPE (MID) 125 18" REINFORCED CONCRETE PRESSURE LF 88.0000 5,632.00 0.000 0 PIPE (MID) 126 42" REINFORCED CONCRETE PRESSURE LF 149.0000 394,850.00 2,715.800 404,654 PIPE (MID) 127 36" REINFORCED CONCRETE PRESSURE LF 113.0000 135,600.00 1,234.000 139,442 PIPE (MID) 128 18" CORRUGATED STEEL PIPE (.079" THICK) LF 63.0000 11,970.00 0.000 0 129 24" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 9,600.00 0.000 0 130 GEOCOMPOSITE DRAIN SQYD 3.6000 3,744.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 55.0000 39,050.00 0.000 0 (.079" THICK) 132 12" ENTRANCE TAPER EA 462.0000 14,784.00 0.000 0 133 36" CORRUGATED STEEL PIPE INLET LF 494.0000 2,964.00 0.000 0 (.079" THICK) 134 WELDED STEEL PIPE CASING (BRIDGE) LF 139.0000 22,518.00 0.000 0 135 18" STEEL FLARED END SECTION EA 284.0000 1,136.00 0.000 0 136 24" STEEL FLARED END SECTION EA 336.0000 672.00 0.000 0 137 18" CONCRETE FLARED END SECTION EA 882.0000 2,646.00 0.000 0 138 24" CONCRETE FLARED END SECTION EA 945.0000 25,515.00 0.000 0 139 36" CONCRETE FLARED END SECTION EA 1,575.0000 17,325.00 0.000 0 140 24" ALTERNATIVE FLARED END SECTION EA 284.0000 3,124.00 0.000 0 141 MANHOLE (TYPE A) EA 6,600.0000 46,200.00 5.000 33,000 142 MANHOLE (TYPE B) EA 5,800.0000 17,400.00 0.500 2,900 143 PRESSURE MH (MID) EA 8,900.0000 80,100.00 6.700 59,630 144 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 88.0000 240,240.00 0.000 0 (CY) 145 ROCK SLOPE PROTECTION CY 93.0000 20,460.00 0.000 0 (FACING, METHOD B) (CY) (MID) 146 SLOPE PAVING (CONCRETE) CY 875.0000 178,500.00 0.000 0 (F) 147 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 3,660.00 0.000 0 148 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 1,290.00 0.000 0 (CLASS 8) (MID) 149 MINOR CONCRETE (MISCELLANEOUS CY 386.0000 582,860.00 402.040 155,187 CONSTRUCTION) 150 MINOR CONCRETE (TEXTURED PAVING) SQFT 8.5000 85,000.00 0.000 0 151 MISCELLANEOUS IRON AND STEEL LB 1.0000 16,667.00 3,151.000 3,151.00 3,151.000 3,151 (F) 152 BRIDGE DECK DRAINAGE SYSTEM LB 5.5000 148,390.00 0.000 0 153 CHAIN LINK FENCE (TYPE CL-6) LF 16.0000 153,760.00 0.000 0 154 20' CHAIN LINK GATE (TYPE CL-6) EA 2,060.0000 4,120.00 0.000 0 155 24' CHAIN LINK GATE (TYPE CL-6) EA 2,500.0000 2,500.00 0.000 0 156 SURVEY MONUMENT (TYPE A) EA 500.0000 27,500.00 0.000 0 157 DELINEATOR (CLASS 1) EA 51.0000 15,810.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 OBJECT MARKER (TYPE L) EA 50.0000 150.00 0.000 0 159 OBJECT MARKER (TYPE P) EA 70.0000 630.00 0.000 0 160 OBJECT MARKER (TYPE K-1) EA 31.0000 124.00 0.000 0 161 METAL BEAM GUARD RAILING (STEEL POST) LF 33.0000 7,590.00 0.000 0 162 CHAIN LINK RAILING (TYPE 7) LF 74.0000 151,108.00 0.000 0 (F) 163 TUBULAR HANDRAILING LF 48.0000 53,280.00 0.000 0 (F) 164 TUBLAR HANDRAILING (MID) LF 106.0000 3,604.00 0.000 0 (F) 165 CONCRETE BARRIER (TYPE 25A) LF 77.0000 49,280.00 0.000 0 166 CONCRETE BARRIER (TYPE 25B) LF 131.0000 14,410.00 0.000 0 167 CONCRETE BARRIER (TYPE 26) LF 111.0000 44,400.00 320.000 35,520 (F) 168 CONCRETE BARRIER (TYPE 26A) LF 108.0000 52,920.00 0.000 0 169 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 122.0000 328,058.00 0.000 0 (F) 170 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 170.0000 45,900.00 0.000 0 171 CABLE RAILING LF 31.0000 3,720.00 0.000 0 172 TRANSITION RAILING (TYPE WB) EA 2,600.0000 28,600.00 0.000 0 173 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 26,400.00 0.000 0 174 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,150.0000 8,600.00 0.000 0 175 CONCRETE BARRIER (TYPE 60GE) LF 230.0000 75,900.00 0.000 0 176 CONCRETE BARRIER (TYPE 732) LF 68.0000 69,224.00 0.000 0 (F) 177 CONCRETE BARRIER (TYPE 736B) LF 115.0000 29,900.00 0.000 0 178 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 172.0000 6,364.00 0.000 0 179 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 30,440.00 0.000 0 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 10,780.00 0.000 0 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 15,860.00 0.000 0 182 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,070.00 0.000 0 (BROKEN 12-3) 183 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 32,338.00 0.000 0 184 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 375.00 0.000 0 (BROKEN 6-1) PROGRAM CAS145 PAGE 8 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,640.00 0.000 0 (BROKEN 36-12) 186 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,772.00 0.000 0 (BROKEN 17-7) 187 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 505.00 0.000 0 (BROKEN 8-4) 188 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 13,800.00 0.000 0 189 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 7,471.00 0.000 0 190 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 10,540.00 0.000 0 191 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.200 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 192 SIGNAL AND LIGHTING (LOCATION 1) LS 185,000.0000 185,000.00 0.027 4,995 193 SIGNAL AND LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.000 0 194 SIGNAL AND LIGHTING (LOCATION 3) LS 183,000.0000 183,000.00 0.000 0 195 SIGNAL AND LIGHTING (LOCATION 4) LS 161,000.0000 161,000.00 0.028 4,508 196 COMMUNICATION CONDUIT SYSTEM LS 22,000.0000 22,000.00 0.000 0 197 TRAFFIC COUNT STATION LS 44,000.0000 44,000.00 0.000 0 198 TRAFFIC MONITORING STATION LS 34,000.0000 34,000.00 0.000 0 199 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.000 0 200 REMOVE EXISTING ELECTRICAL SYSTEMS LS 29,000.0000 29,000.00 0.179 5,191 201 MODIFY LIGHTING AND SIGN ILLUMINATION LS 329,000.0000 329,000.00 0.000 0 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 203 REMOVE INLET EA 1,440.0000 2,880.00 0.000 0 204 24" CURED-IN-PLACE PIPELINER LF 650.0000 44,200.00 0.000 0 205 8" CORRUGATED STEEL PIPE (.064" THICK) LF 55.0000 1,760.00 0.000 0 206 INLET DEPRESSION EA 160.0000 3,840.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 08:17 AM ESTIMATE NO. 12 BID OPENING 10/24/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 03/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,356,583.84 13,927,299.44 ADJUSTMENT OF COMPENSATION 0.00 27,576.53 EXTRA WORK 16,734.03 61,825.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,373,317.87 14,016,701.44 207 MOBILIZATION LS 1,917,001.0000 1,917,001.00 0.950 1,821,150 ORIGINAL CONTRACT AMOUNT 43,861,820.00 TOTAL WORK COMPLETED 1,373,317.87 15,837,852.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,373,317.87 15,837,852.39 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 01/10/13 600 03/27/13 03/27/13 09/28/15 239 6 0 19 36% 37% PROGRESS IS SATISFACTORY OSCAR SHERRILL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/14