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 09/17/15 EST. NO. 031 TIME 10:42 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 09/17/15 EST. NO. 031 TIME 10:42 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 -177,011.08 -190,840.96 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 005 RECD PYRL#5 3,000.00 008 MISSING PAYROLLS -5,000.00 024 0.00 -5,000.00 TOTAL DEDUCTIONS -177,011.08 -195,840.96 PROGRAM CAS145 PAGE 1 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 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 0.250 750 002 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 0.962 40,404 005 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 2,797.000 8,391 008 TEMPORARY SILT FENCE LF 2.2500 15,750.00 5,421.000 12,197 009 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 2.000 1,050 (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 0.028 2,464.00 0.962 84,656 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,500.0000 12,500.00 0.028 350.00 0.960 12,000 015 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 4,000 017 TIME-RELATED OVERHEAD (WDAY) WDAY 2,100.0000 1,260,000.00 17.000 35,700.00 605.000 1,270,500 018 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.028 840.00 0.962 28,860 019 TRAFFIC CONTROL SYSTEM LS 138,000.0000 138,000.00 0.028 3,864.00 0.962 132,756 020 TYPE III BARRICADE EA 70.0000 10,500.00 15.000 1,050 021 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.4000 133,680.00 12,242.000 29,380 022 CHANNELIZER (SURFACE MOUNTED) EA 29.0000 42,340.00 736.000 21,344 PROGRAM CAS145 PAGE 2 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.028 980.00 0.962 33,670 025 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 98.000 17,150 027 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 0.000 0 031 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 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 1,680.00 212.500 1,700 040 RESET SURVEY MONUMENT EA 600.0000 1,800.00 0.000 0 041 RESET ROADSIDE SIGN EA 150.0000 450.00 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 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 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 270,000 053 ROADWAY EXCAVATION CY 8.0000 1,768,000.00 92.600 740.80 247,432.740 1,979,461 054 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 0.000 0 055 STRUCTURE EXCAVATION CY 70.0000 36,400.00 147.000 10,290 (F) 056 STRUCTURE EXCAVATION (BRIDGE) CY 18.0000 134,748.00 4,983.500 89,703 (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 1,601.000 19,212.00 2,044.000 24,528 (F) 059 STRUCTURE BACKFILL CY 100.0000 26,200.00 49.000 4,900 (F) 060 STRUCTURE BACKFILL (BRIDGE) CY 54.0000 269,568.00 4,499.000 242,946 (F) 061 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 123,850.00 1,301.900 65,095 (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 11,349.000 113,490.00 11,349.000 113,490 065 EROSION CONTROL (COMPOST BLANKET) CY 68.0000 110,160.00 714.480 48,584 066 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 56.000 4,480 (.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 95.000 3,230.00 74,244.470 2,524,311 073 HOT MIX ASPHALT TON 71.0000 5,836,200.00 44,698.140 3,173,567 074 DATA CORE LS 4,000.0000 4,000.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 900.00 214.000 214 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,630.00 6,653.000 6,653 PROGRAM CAS145 PAGE 4 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 440.00 398.000 398 078 PLACE HOT MIX ASPHALT SQYD 60.0000 5,400.00 10.080 604 (MISCELLANEOUS AREA) 079 TACK COAT TON 425.0000 123,250.00 17.690 7,518 080 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 0.260 260,000.00 1.000 1,000,000 089 STRUCTURAL CONCRETE CY 310.0000 39,680.00 47.400 14,694 (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 8,515,000.00 200.570 104,296.40 16,238.000 8,443,760 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL CY 430.0000 483,750.00 168.000 72,240.00 1,018.200 437,826 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 515.0000 436,205.00 399.500 205,742 (F) (TYPE N) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 157,300.00 65.540 85,202 (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 14,768.00 128.000 9,088 098 JOINT SEAL ASSEMBLY (MR 5") LF 855.0000 294,975.00 163.800 140,049 099 JOINT SEAL (MR 2") LF 90.0000 33,210.00 0.000 0 100 BAR REINFORCING STEEL LB 1.0000 15,435.00 5,711.000 5,711 (F) 101 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 4,052,367.00 4,037,517.000 4,037,517 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 139,630.00 20,553.120 20,553.12 119,733.020 119,733 (F) 103 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 63,535.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,070.00 406.140 5,482 (0.063"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 3,625.00 174.000 2,523 (0.080"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,692.00 22.000 396 (0.063"-FRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 2,660.00 58.500 1,111 (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 62.000 12,090 118 ROADSIDE SIGN - TWO POST EA 300.0000 4,200.00 7.000 2,100 119 24" ALTERNATIVE PIPE CULVERT LF 44.0000 174,240.00 326.000 14,344.00 3,572.900 157,207 120 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 3,592.800 215,568 122 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 11,970.00 111.000 6,993 129 24" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 9,600.00 24.000 1,440 130 GEOCOMPOSITE DRAIN SQYD 3.6000 3,744.00 502.000 1,807 PROGRAM CAS145 PAGE 6 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,050.00 295.000 16,225 (.079" THICK) 132 12" ENTRANCE TAPER EA 462.0000 14,784.00 11.000 5,082 133 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 22,518.00 210.000 29,190 135 18" STEEL FLARED END SECTION EA 284.0000 1,136.00 2.000 568 136 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 20.000 18,900 139 36" CONCRETE FLARED END SECTION EA 1,575.0000 17,325.00 9.000 14,175 140 24" ALTERNATIVE FLARED END SECTION EA 284.0000 3,124.00 2.000 568 141 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 7.700 68,530 144 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 88.0000 240,240.00 256.000 22,528 (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 0.000 0 (F) 147 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 3,660.00 250.000 750 148 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 1,290.00 453.100 1,359 (CLASS 8) (MID) 149 MINOR CONCRETE (MISCELLANEOUS CY 386.0000 582,860.00 735.810 284,022 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 4,112.360 4,112 (F) 152 BRIDGE DECK DRAINAGE SYSTEM LB 5.5000 148,390.00 13,490.000 74,195 153 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 15,810.00 220.000 11,220 PROGRAM CAS145 PAGE 7 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 280 160 OBJECT MARKER (TYPE K-1) EA 31.0000 124.00 0.000 0 161 METAL BEAM GUARD RAILING (STEEL POST) LF 33.0000 7,590.00 262.500 8,662 162 CHAIN LINK RAILING (TYPE 7) LF 74.0000 151,108.00 1,021.000 75,554 (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 44,400.00 400.000 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 1,106.000 134,932 (F) 170 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 170.0000 45,900.00 266.660 45,332 171 CABLE RAILING LF 31.0000 3,720.00 0.000 0 172 TRANSITION RAILING (TYPE WB) EA 2,600.0000 28,600.00 8.000 20,800 173 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 26,400.00 10.000 24,000 174 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 69,224.00 495.000 33,660 (F) 177 CONCRETE BARRIER (TYPE 736B) LF 115.0000 29,900.00 223.260 25,674 178 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 172.0000 6,364.00 13.340 2,294 179 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 30,440.00 38,566.000 15,426 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 10,780.00 0.000 0 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 15,860.00 2,256.000 2,932 182 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,070.00 1,202.000 1,202 (BROKEN 12-3) 183 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 32,338.00 1,179.000 4,362 184 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 375.00 0.000 0 (BROKEN 6-1) PROGRAM CAS145 PAGE 8 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,348.000 939 (BROKEN 36-12) 186 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,772.00 2,747.000 1,098 (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 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 10,540.00 983.000 3,342 191 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 0.612 113,220 193 SIGNAL AND LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.010 1,230.00 0.448 55,104 194 SIGNAL AND LIGHTING (LOCATION 3) LS 183,000.0000 183,000.00 0.072 13,176.00 0.354 64,782 195 SIGNAL AND LIGHTING (LOCATION 4) LS 161,000.0000 161,000.00 0.362 58,282 196 COMMUNICATION CONDUIT SYSTEM LS 22,000.0000 22,000.00 0.205 4,510 197 TRAFFIC COUNT STATION LS 44,000.0000 44,000.00 0.264 11,616 198 TRAFFIC MONITORING STATION LS 34,000.0000 34,000.00 0.474 16,116 199 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 0.166 5,312 200 REMOVE EXISTING ELECTRICAL SYSTEMS LS 29,000.0000 29,000.00 0.731 21,199 201 MODIFY LIGHTING AND SIGN ILLUMINATION LS 329,000.0000 329,000.00 0.102 33,558.00 0.570 187,530 202 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 0.000 0 206 INLET DEPRESSION EA 160.0000 3,840.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471004 TIME 10:42 AM ESTIMATE NO. 031 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 09/20/15 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 701,444.32 33,656,420.93 ADJUSTMENT OF COMPENSATION 0.00 130,715.25 EXTRA WORK 0.00 791,046.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 701,444.32 34,578,183.14 207 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 701,444.32 36,495,184.14 MATERIALS ON HAND ON SITE 102,108.85 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -177,011.08 -195,840.96 TOTAL 524,433.24 36,401,452.03 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 02/09/16 586 95 19 0 80% 95% PROGRESS IS SATISFACTORY OSCAR SHERRILL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/17/15