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 06/27/16 EST. NO. 040 TIME 09:30 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/27/16 EST. NO. 040 TIME 09:30 AM R.E. NAME: OSCAR SHERRILL 06-471004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 ON GO -10,000.00 010 RECD CEM 4401 10,000.00 011 PERFORMANCE FAILURE -100,000.00 020 RELEASE PER FAILURE 100,000.00 021 MISSING CEM-4401 -10,000.00 022 AGG BASE OUT OF COMP -1,958.00 023 FAIL TO OPEN RAMP 3 -20,863.00 023 PAINT K-RAIL -5,000.00 023 REC'D CEM-4401 10,000.00 023 MISSING CEM-1201 -10,000.00 024 REC'D CEM-1201 10,000.00 026 DEUCT KRAIL NOTPAINT -495.93 027 RETURN KRAIL PAINTED 5,000.00 027 RETURN LATE OPENING 20,863.50 027 SURVEY RESTAKE -13,200.00 028 CONT PAY'D COZEEP 1,823.55 030 DEDUCT OUT SPEC TEST -1,650.00 031 DEDUCT 25% PERFORMCE -175,361.08 031 REC'D 25% PERFORM 175,361.08 032 COZEEP -763.35 038 CCO 22 NOT SIGNED -695,155.53 040 -695,155.53 -711,398.76 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 005 RECD PYRL#5 3,000.00 008 MISSING PAYROLLS -5,000.00 024 MISSING PAYROLLS -3,000.00 032 MISSING PAROLLS -3,000.00 039 REC'D PAYROLLS #24 5,000.00 039 MISSING PAYROLLS -10,000.00 040 -10,000.00 -16,000.00 TOTAL DEDUCTIONS -705,155.53 -727,398.76 PROGRAM CAS145 PAGE 1 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.750 2,250 002 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 1.000 42,000 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000 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 3,154.000 9,462 008 TEMPORARY SILT FENCE LF 2.2500 15,750.00 5,941.000 13,367 009 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 5.000 2,625 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 5,200.00 26.000 5,200 013 STREET SWEEPING LS 88,000.0000 88,000.00 1.000 88,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,500.0000 12,500.00 1.000 12,500 015 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 2.000 4,000.00 4.000 8,000 017 TIME-RELATED OVERHEAD (WDAY) WDAY 2,100.0000 1,260,000.00 619.000 1,299,900 018 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 019 TRAFFIC CONTROL SYSTEM LS 138,000.0000 138,000.00 1.000 138,000 020 TYPE III BARRICADE EA 70.0000 10,500.00 35.000 2,450 021 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.4000 133,680.00 12,867.000 30,880 022 CHANNELIZER (SURFACE MOUNTED) EA 29.0000 42,340.00 756.000 21,924 PROGRAM CAS145 PAGE 2 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 98.000 1,029 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 1.000 35,000 025 TEMPORARY RAILING (TYPE K) LF 8.0000 95,200.00 10,600.000 84,800 026 TEMPORARY CRASH CUSHION MODULE EA 175.0000 22,750.00 105.000 18,375 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 4,410.00 4,159.000 4,159 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 1.000 15,700 031 REMOVE METAL BEAM GUARD RAILING LF 18.0000 2,700.00 137.500 2,475 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.4200 21,546.00 7,233.000 3,037 033 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 735.00 0.000 0 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,755.00 8,685.000 4,342 035 REMOVE PAVEMENT MARKER EA 1.0000 190.00 270.000 270 036 REMOVE ROADSIDE SIGN EA 135.0000 270.00 1.000 135.00 2.000 270 037 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 1,680.00 212.500 1,700 040 RESET SURVEY MONUMENT EA 600.0000 1,800.00 0.000 0 041 RESET ROADSIDE SIGN EA 150.0000 450.00 12.000 1,800 042 RELOCATE MAILBOX EA 300.0000 3,900.00 7.000 2,100 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 1,920.00 1,920.000 1,920.00 1,920.000 1,920 044 REMOVE CONCRETE (STRUCTURE) (MID) CY 90.0000 7,110.00 10.000 900.00 79.000 7,110 045 REMOVE CONCRETE (CURB AND GUTTER) LF 2.4000 5,112.00 3,504.000 8,409 046 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 1.000 115,000 048 BRIDGE REMOVAL, LOCATION B LS 130,000.0000 130,000.00 1.000 130,000 049 BRIDGE REMOVAL, LOCATION C LS 140,000.0000 140,000.00 1.000 140,000 PROGRAM CAS145 PAGE 3 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 65,000 051 SALVAGE QUADGUARD EA 1,750.0000 3,500.00 2.000 3,500 052 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.100 30,000.00 1.000 300,000 053 ROADWAY EXCAVATION CY 8.0000 1,768,000.00 -29,087.780 -232,702.24 219,525.960 1,756,207 054 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 1.000 9,000.00 1.000 9,000 055 STRUCTURE EXCAVATION CY 70.0000 36,400.00 -397.000 -27,790.00 0.000 0 (F) 056 STRUCTURE EXCAVATION (BRIDGE) CY 18.0000 134,748.00 7,486.000 134,748 (F) 057 STRUCTURE EXCAVATION (TYPE D) CY 125.0000 33,125.00 265.000 33,125 (F) 058 STRUCTURE EXCAVATION (RETAINING WALL) CY 12.0000 22,080.00 2,044.000 24,528 (F) 059 STRUCTURE BACKFILL CY 100.0000 26,200.00 -133.000 -13,300.00 0.000 0 (F) 060 STRUCTURE BACKFILL (BRIDGE) CY 54.0000 269,568.00 4,992.000 269,568 (F) 061 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 123,850.00 2,477.000 123,850 (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 1,955.500 19,555.00 23,902.500 239,025 065 EROSION CONTROL (COMPOST BLANKET) CY 68.0000 110,160.00 1,222.680 83,142 066 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1500 2,805.00 0.000 0 067 FIBER ROLLS LF 3.0000 25,260.00 9,541.000 28,623 068 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 56.000 4,480 (.250" THICK) 071 12" WELDED STEEL PIPE CONDUIT LF 140.0000 53,200.00 40.000 5,600 (.250" THICK) 072 CLASS 2 AGGREGATE BASE (CY) CY 34.0000 3,389,800.00 94,503.890 3,213,132 073 HOT MIX ASPHALT TON 71.0000 5,836,200.00 73,436.350 5,213,980 074 DATA CORE LS 4,000.0000 4,000.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 900.00 794.000 794 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,630.00 10,241.000 10,241 PROGRAM CAS145 PAGE 4 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 440.00 628.000 628 078 PLACE HOT MIX ASPHALT SQYD 60.0000 5,400.00 10.080 604 (MISCELLANEOUS AREA) 079 TACK COAT TON 425.0000 123,250.00 50.070 21,279 080 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 14,595.435 583,817 (ALTERNATIVE W) 083 DRIVE PILE (CLASS 140) EA 1,850.0000 349,650.00 193.000 357,050 (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 954,600.00 516.000 954,600 (ALTERNATIVE W) 086 FURNISH 24" CAST-IN-STEEL SHELL LF 123.0000 353,748.00 2,935.000 361,005 CONCRETE PILING 087 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 7,000.0000 294,000.00 42.000 294,000 PILE 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 089 STRUCTURAL CONCRETE CY 310.0000 39,680.00 128.000 39,680 (F) 090 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 441,000.00 1,470.000 441,000 (F) 091 STRUCTURAL CONCRETE, BRIDGE CY 520.0000 8,515,000.00 16,375.000 8,515,000 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL CY 430.0000 483,750.00 1,263.500 543,305 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 515.0000 436,205.00 847.000 436,205 (F) (TYPE N) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 157,300.00 17.780 23,114.00 110.290 143,377 (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 7.100 958.50 7.100 958 097 JOINT SEAL (MR 1 1/2") LF 71.0000 14,768.00 270.000 19,170 098 JOINT SEAL ASSEMBLY (MR 5") LF 855.0000 294,975.00 299.500 256,072 099 JOINT SEAL (MR 2") LF 90.0000 33,210.00 340.000 30,600 100 BAR REINFORCING STEEL LB 1.0000 15,435.00 15,435.000 15,435 (F) 101 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 4,052,367.00 14,850.000 14,850.00 4,052,367.000 4,052,367 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 139,630.00 149,746.000 149,746 (F) 103 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 63,535.00 12,707.000 63,535 (F) PROGRAM CAS145 PAGE 5 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,707.000 12,707 (F) 105 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 213,955.00 62,491.000 218,718 (F) 106 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 12,226.00 62,491.000 12,498 (F) 107 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.2000 14,632.00 2,360.000 14,632 (F) WITHOUT WALKWAY) 108 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 2,360.00 2,360.000 2,360 (F) WITHOUT WALKWAY) 109 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 30,240.00 1,120.000 30,240 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 11,070.00 193.390 2,610.77 946.480 12,777 (0.063"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 3,625.00 50.000 725.00 260.000 3,770 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,692.00 70.250 1,264 (0.063"-FRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 2,660.00 18.500 351.50 237.150 4,505 (0.080"-FRAMED) 114 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 548.0000 28,496.00 52.000 28,496 (SIGN FOUNDATION) 115 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 586.0000 7,618.00 13.000 7,618 (SIGN FOUNDATION) 116 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 774.0000 56,502.00 73.000 56,502 (SIGN FOUNDATION) 117 ROADSIDE SIGN - ONE POST EA 195.0000 23,400.00 23.000 4,485.00 143.000 27,885 118 ROADSIDE SIGN - TWO POST EA 300.0000 4,200.00 2.000 600.00 14.000 4,200 119 24" ALTERNATIVE PIPE CULVERT LF 44.0000 174,240.00 44.000 1,936.00 4,309.000 189,596 120 18" REINFORCED CONCRETE PIPE LF 54.0000 51,300.00 33.000 1,782.00 757.000 40,878 121 24" REINFORCED CONCRETE PIPE LF 60.0000 221,400.00 3,650.800 219,048 122 36" REINFORCED CONCRETE PIPE LF 92.0000 104,880.00 1,682.700 154,808 123 72" REINFORCED CONCRETE PRESSURE LF 421.0000 122,090.00 280.300 118,006 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 53.000 4,664 PIPE (MID) 126 42" REINFORCED CONCRETE PRESSURE LF 149.0000 394,850.00 2,646.000 394,254 PIPE (MID) 127 36" REINFORCED CONCRETE PRESSURE LF 113.0000 135,600.00 1,174.000 132,662 PIPE (MID) 128 18" CORRUGATED STEEL PIPE (.079" THICK) LF 63.0000 11,970.00 20.000 1,260.00 201.000 12,663 129 24" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 9,600.00 56.000 3,360.00 150.000 9,000 130 GEOCOMPOSITE DRAIN SQYD 3.6000 3,744.00 1,032.800 3,718 PROGRAM CAS145 PAGE 6 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 2,200.00 669.000 36,795 (.079" THICK) 132 12" ENTRANCE TAPER EA 462.0000 14,784.00 30.000 13,860 133 36" CORRUGATED STEEL PIPE INLET LF 494.0000 2,964.00 5.170 2,553 (.079" THICK) 134 WELDED STEEL PIPE CASING (BRIDGE) LF 139.0000 22,518.00 428.000 59,492 135 18" STEEL FLARED END SECTION EA 284.0000 1,136.00 2.000 568.00 4.000 1,136 136 24" STEEL FLARED END SECTION EA 336.0000 672.00 3.000 1,008 137 18" CONCRETE FLARED END SECTION EA 882.0000 2,646.00 1.000 882.00 3.000 2,646 138 24" CONCRETE FLARED END SECTION EA 945.0000 25,515.00 2.000 1,890.00 22.000 20,790 139 36" CONCRETE FLARED END SECTION EA 1,575.0000 17,325.00 11.000 17,325 140 24" ALTERNATIVE FLARED END SECTION EA 284.0000 3,124.00 6.000 1,704.00 8.000 2,272 141 MANHOLE (TYPE A) EA 6,600.0000 46,200.00 2.000 13,200.00 7.000 46,200 142 MANHOLE (TYPE B) EA 5,800.0000 17,400.00 3.000 17,400 143 PRESSURE MH (MID) EA 8,900.0000 80,100.00 1.300 11,570.00 9.000 80,100 144 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 88.0000 240,240.00 1,162.040 102,259 (CY) 145 ROCK SLOPE PROTECTION CY 93.0000 20,460.00 123.000 11,439 (FACING, METHOD B) (CY) (MID) 146 SLOPE PAVING (CONCRETE) CY 875.0000 178,500.00 204.000 178,500 (F) 147 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 3,660.00 430.100 1,290.30 2,147.350 6,442 148 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 1,290.00 453.100 1,359 (CLASS 8) (MID) 149 MINOR CONCRETE (MISCELLANEOUS CY 386.0000 582,860.00 170.000 65,620.00 1,516.810 585,488 CONSTRUCTION) 150 MINOR CONCRETE (TEXTURED PAVING) SQFT 8.5000 85,000.00 5,605.600 47,647 151 MISCELLANEOUS IRON AND STEEL LB 1.0000 16,667.00 8,708.640 8,708.64 16,667.000 16,667 (F) 152 BRIDGE DECK DRAINAGE SYSTEM LB 5.5000 148,390.00 26,980.000 148,390 153 CHAIN LINK FENCE (TYPE CL-6) LF 16.0000 153,760.00 8,953.000 143,248 154 20' CHAIN LINK GATE (TYPE CL-6) EA 2,060.0000 4,120.00 2.000 4,120.00 2.000 4,120 155 24' CHAIN LINK GATE (TYPE CL-6) EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 156 SURVEY MONUMENT (TYPE A) EA 500.0000 27,500.00 31.000 15,500.00 31.000 15,500 157 DELINEATOR (CLASS 1) EA 51.0000 15,810.00 493.000 25,143 PROGRAM CAS145 PAGE 7 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 150 159 OBJECT MARKER (TYPE P) EA 70.0000 630.00 1.000 70.00 10.000 700 160 OBJECT MARKER (TYPE K-1) EA 31.0000 124.00 4.000 124 161 METAL BEAM GUARD RAILING (STEEL POST) LF 33.0000 7,590.00 500.000 16,500 162 CHAIN LINK RAILING (TYPE 7) LF 74.0000 151,108.00 2,042.000 151,108 (F) 163 TUBULAR HANDRAILING LF 48.0000 53,280.00 891.000 42,768 (F) 164 TUBLAR HANDRAILING (MID) LF 106.0000 3,604.00 219.000 23,214.00 219.000 23,214 (F) 165 CONCRETE BARRIER (TYPE 25A) LF 77.0000 49,280.00 630.400 48,540 166 CONCRETE BARRIER (TYPE 25B) LF 131.0000 14,410.00 107.540 14,087 167 CONCRETE BARRIER (TYPE 26) LF 111.0000 44,400.00 400.000 44,400 (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 2,689.000 328,058 (F) 170 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 170.0000 45,900.00 770.840 131,042 171 CABLE RAILING LF 31.0000 3,720.00 111.500 3,456 172 TRANSITION RAILING (TYPE WB) EA 2,600.0000 28,600.00 11.000 28,600 173 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 26,400.00 16.000 38,400 174 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,150.0000 8,600.00 2.000 4,300 175 CONCRETE BARRIER (TYPE 60GE) LF 230.0000 75,900.00 330.000 75,900 176 CONCRETE BARRIER (TYPE 732) LF 68.0000 69,224.00 1,018.000 69,224 (F) 177 CONCRETE BARRIER (TYPE 736B) LF 115.0000 29,900.00 280.220 32,225 178 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 172.0000 6,364.00 20.010 3,441 179 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 30,440.00 82,209.000 32,883 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 10,780.00 13,315.000 9,320 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 15,860.00 11,348.000 14,752 182 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,070.00 1,732.000 1,732 (BROKEN 12-3) 183 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 32,338.00 5,907.000 21,855 184 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 375.00 0.000 0 (BROKEN 6-1) PROGRAM CAS145 PAGE 8 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,862.000 11,544 (BROKEN 36-12) 186 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,772.00 6,294.000 2,517 (BROKEN 17-7) 187 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 505.00 1,090.000 545 (BROKEN 8-4) 188 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 13,800.00 53,622.000 16,086 189 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 7,471.00 353.000 1,094 190 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 10,540.00 1,644.000 5,589 191 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.700 7,000 SYSTEM ELEMENTS DURING CONSTRUCTION 192 SIGNAL AND LIGHTING (LOCATION 1) LS 185,000.0000 185,000.00 0.010 1,850.00 1.000 185,000 193 SIGNAL AND LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.010 1,230.00 1.000 123,000 194 SIGNAL AND LIGHTING (LOCATION 3) LS 183,000.0000 183,000.00 0.010 1,830.00 1.000 183,000 195 SIGNAL AND LIGHTING (LOCATION 4) LS 161,000.0000 161,000.00 0.010 1,610.00 1.000 161,000 196 COMMUNICATION CONDUIT SYSTEM LS 22,000.0000 22,000.00 0.300 6,600.00 1.000 22,000 197 TRAFFIC COUNT STATION LS 44,000.0000 44,000.00 0.050 2,200.00 1.000 44,000 198 TRAFFIC MONITORING STATION LS 34,000.0000 34,000.00 0.526 17,884.00 1.000 34,000 199 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 1.000 32,000 200 REMOVE EXISTING ELECTRICAL SYSTEMS LS 29,000.0000 29,000.00 1.000 29,000 201 MODIFY LIGHTING AND SIGN ILLUMINATION LS 329,000.0000 329,000.00 0.030 9,870.00 1.000 329,000 202 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 68.000 44,200 205 8" CORRUGATED STEEL PIPE (.064" THICK) LF 55.0000 1,760.00 20.000 1,100 206 INLET DEPRESSION EA 160.0000 3,840.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 09:30 AM ESTIMATE NO. 040 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 06/13/16 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 06/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 48,861.47 40,108,020.57 ADJUSTMENT OF COMPENSATION 0.00 130,715.25 EXTRA WORK 0.00 815,963.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 48,861.47 41,054,699.68 207 MOBILIZATION LS 1,917,001.0000 1,917,001.00 1.000 1,917,001 ORIGINAL CONTRACT AMOUNT 43,861,820.00 TOTAL WORK COMPLETED 48,861.47 42,971,700.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -705,155.53 -727,398.76 TOTAL -656,294.06 42,244,301.92 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 01/10/13 600 03/27/13 03/27/13 06/13/16 684 179 19 0 100% 100% OSCAR SHERRILL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/27/16