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 02/02/16 EST. NO. 025 TIME 11:20 AM R.E. NAME: ZDENEK, MICHAEL 02-360704 --------------------------------------------------------------------------- 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 0060 4,995.57 E.W. @ U.P (+) 050315 N JFS060 0066 3,523.50 061415 N JFS066 0070 3,089.91 E.W. @ F.A.(+) 070115 N JFS070 0073 2,901.64 061715 N IS0073 0074 3,966.50 061815 N IS0074 0076 596.69 071715 N JFS076 0079 1,038.41 E.W. @ U.P (+) 111515 N HSC079 004 0020 2,853.28 E.W. @ F.A.(+) 071015 N JFS020 005 0006 3,962.16 E.W. @ F.A.(+) 070115 N JFS006 009 0008 214.50 E.W. @ F.A.(+) 061515 N JFS008 014 0030 2,131.42 E.W. @ F.A.(+) 071015 N JFS030 018 0004 2,267.73 E.W. @ F.A.(+) 050515 N JFS004 019 0009 1,582.56 A.C. @ F.A.(+) 051115 N JFS009 032 0002 9,202.54 E.W. @ F.A.(+) 042315 N JFS002 0003 21,628.38 042715 N JFS003 0005 8,424.81 043015 N JFS005 0006 7,901.88 050115 N JFS006 0007 8,728.50 050615 N JFS007 0010 2,900.50 061915 N JFS010 0012 4,589.22 060815 N JFS012 0013 6,494.65 051115 N JFS013 0014 2,482.31 121615 N JFS014 0016 4,487.39 121615 N JFS016 033 0001 2,847.21 E.W. @ F.A.(+) 091015 N JFS001 0002 8,829.94 091115 N JFS002 0003 12,208.07 091415 N JFS003 0004 9,617.01 091515 N JFS004 0005 10,044.07 091715 N JFS005 0006 30,276.00 091815 N JFS006 0007 9,659.30 091615 N JFS007 0008 1,185.25 111815 N JFS008 0009 1,342.80 050115 N JFS009 0010 410.01 121415 N JFS010 0011 3,227.35 121515 N JFS011 0012 778.61 121615 N JFS012 0013 506.00 121515 N JFS033 0014 721.88 121615 N JFS014 0015 825.00 121615 N JFS015 034 0001 3,521.73 E.W. @ F.A.(+) 102115 N JFS001 0002 2,194.88 111015 N JFS002 0003 3,198.23 111315 N 148261 0004 14,258.83 111115 N JFS004 0005 11,829.55 111215 N JFS005 0006 3,055.07 111315 N JFS006 0007 1,571.50 111315 N JFS007 0009 2,608.20 070115 N JFS009 0010 6,686.00 070115 N JFS010 0011 4,298.50 071515 N AAL011 0012 8,757.05 111615 N AAL012 0014 30,066.86 120715 N JFS014 0016 847.94 111715 N JFS016 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/02/16 EST. NO. 025 TIME 11:20 AM R.E. NAME: ZDENEK, MICHAEL 02-360704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0017 2,628.16 102115 N HSC017 0018 2,540.08 121715 N JFS018 0019 443.48 111715 N HSC019 0022 330.00 122215 N JFS022 301,278.61 TOTAL THIS ESTIMATE 444,985.89 TOTAL PREVIOUS ESTIMATE 746,264.50 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 02/02/16 EST. NO. 025 TIME 11:20 AM R.E. NAME: ZDENEK, MICHAEL 02-360704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -1,000.00 007 ADJUSTMENT -90,100.00 019 CRUDE OIL INDEX CRED -191,500.00 019 RTN CRUDE OIL DEDUCT 140,000.00 021 REL CRUDE OIL ADJUST 51,500.00 022 RELEASE ADJUSTMENT 90,100.00 022 0.00 -1,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 11/14 -1,000.00 012 PER LTR DATED 12/14 -6,000.00 013 PER LTR DATED 1/15 -1,000.00 014 RTN DEDUCT 11/14 1,000.00 014 RETURN DEDUCT 12/14 6,000.00 015 RETURN DEDUCT 1/15 1,000.00 015 CERTIFIED PAYROLLS -1,000.00 025 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-SHA-299-30.3/40.7 ---------------------------------- J F SHEA CONSTRUCTION INC IN SHASTA COUNTY AT AND NEAR BELLA P O BOX 494519 VISTA FROM 0.3 MILE EAST OF REDDING CA 96049 INTERMOUNTAIN DRIVE TO 0.3 MILE WEST OF BACKBONE RIDGE ROAD FED. AID NO. STP-P299(176)E REPAIR ROADWAY WITH HMA OVER AB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250.00 1.000 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 250.0000 60,000.00 240.000 60,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 005 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 1.000 650,000 006 TYPE III BARRICADE EA 100.0000 900.00 9.000 900 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 3,024.00 40,960.560 18,432 008 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 1,920.00 60.000 1,920 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 72,000.0000 72,000.00 1.000 72,000 010 TEMPORARY RAILING (TYPE K) LF 25.0000 16,500.00 688.000 17,200 011 TEMPORARY IN-LINE CRASH CUSHION EA 350.0000 1,400.00 3.000 1,050 012 JOB SITE MANAGEMENT LS 7,400.0000 7,400.00 1.000 7,400 013 PREPARE STORM WATER POLLUTION PREVENTION LS 10,600.0000 10,600.00 1.000 10,600 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 22.000 11,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 20,000.00 22.000 22,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 017 WATER QUALITY SAMPLING AND ANALYSIS LS 8,500.0000 8,500.00 1.000 8,500 018 WATER QUALITY MONITORING REPORT LS 2,000.0000 2,000.00 1.000 2,000 019 TEMPORARY CHECK DAM LF 9.0000 4,500.00 2,726.500 24,538 020 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,000.00 0.000 0 021 TEMPORARY FIBER ROLL LF 5.5000 13,750.00 1,192.000 6,556 022 TEMPORARY CLEAR WATER DIVERSION LS 35,000.0000 35,000.00 1.000 35,000 PROGRAM CAS145 PAGE 2 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 024 TEMPORARY FENCE (TYPE ESA) LF 3.2500 87,750.00 27,014.000 87,795 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 4,620.00 1,400.000 4,200 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.2500 4,975.00 19,900.000 4,975 027 TEMPORARY WETLAND PROTECTION MAT (LS) LS 20,000.0000 20,000.00 1.000 20,000 028 BIRD DETERRENT LS 15,000.0000 15,000.00 1.000 15,000 029 ABANDON CULVERT (LF) LF 78.0000 55,380.00 1,557.800 121,508 030 RAPID SETTING CONCRETE (PATCH) CF 50.0000 3,450.00 0.000 0 031 REMOVE FENCE LF 3.0000 3,900.00 3,290.000 9,870 032 REMOVE METAL BEAM GUARD RAILING LF 5.0000 5,800.00 1,173.000 5,865 033 REMOVE FLARED END SECTION EA 145.0000 2,900.00 22.000 3,190 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,540.00 1,543.000 1,543 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.8000 988.00 126.000 478 036 REMOVE ROADSIDE SIGN EA 51.0000 2,142.00 42.000 2,142 037 REMOVE CULVERT (LF) LF 23.0000 54,050.00 1,656.400 38,097 038 REMOVE DOWNDRAIN (EA) EA 1,510.0000 3,020.00 2.000 3,020 039 REMOVE INLET EA 1,000.0000 9,000.00 9.000 9,000 040 REMOVE HEADWALL EA 475.0000 23,275.00 51.000 24,225 041 REMOVE RETAINING WALL (LF) LF 25.0000 3,000.00 120.000 3,000 042 REMOVE WATER LINE LF 35.0000 2,625.00 58.000 2,030 043 REMOVE CONCRETE DECK SURFACE SQFT 6.0000 33,180.00 5,519.000 33,114 044 RELOCATE 36" CMP RISER EA 3,315.0000 6,630.00 2.000 6,630 045 RELOCATE MAIL BOX EA 448.0000 5,376.00 19.000 8,512 046 RESET ROADSIDE SIGN EA 176.0000 3,344.00 17.000 2,992 047 RELOCATE FLARED END SECTION EA 1,160.0000 2,320.00 2.000 2,320 048 RELOCATE ROADSIDE SIGN EA 302.0000 3,020.00 14.000 4,228 049 ADJUST 36" CMP RISER EA 500.0000 500.00 1.000 500 PROGRAM CAS145 PAGE 3 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.8000 40,600.00 1,170.160 6,786 051 REMOVE CONCRETE (CY) CY 165.0000 31,350.00 191.757 31,639 052 REMOVE UNSOUND CONCRETE CF 185.0000 12,765.00 0.000 0 053 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 5,582.00 18,685.000 9,342 054 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 89,250.00 1,515.000 128,775 055 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 22,328.00 18,675.400 37,350 (F) 056 SAND BACKFILL CY 16.0000 1,520.00 189.420 3,030 057 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000 058 CLEARING AND GRUBBING (LS) LS 190,000.0000 190,000.00 1.000 190,000 059 ROADWAY EXCAVATION CY 14.0000 3,024,000.00 234,421.824 3,281,905 060 SHOULDER BACKING TON 23.5000 158,390.00 6,921.240 162,649 061 STRUCTURE EXCAVATION (TYPE D) CY 125.0000 247,000.00 1,976.000 247,000 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 125.0000 142,750.00 1,142.000 142,750 (F) 063 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 49,800.00 996.000 49,800 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 43,200.00 864.000 43,200 (F) 065 DITCH EXCAVATION CY 17.0000 5,780.00 542.620 9,224 066 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.2900 180,600.00 105,000.000 135,450 CLASS B2 067 HYDROSEED ACRE 5,600.0000 420,000.00 81.000 453,600 068 COMPOST SQFT 0.8400 310,800.00 355,972.000 299,016 069 INCORPORATE MATERIALS SQFT 0.0700 25,900.00 355,972.000 24,918 070 CLASS 2 AGGREGATE BASE (CY) CY 17.7000 1,545,210.00 90,718.580 1,605,718 071 HOT MIX ASPHALT, SUPERPAVE (OPEN GRADED) TON 76.0000 1,064,000.00 13,982.680 1,062,683 072 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 69.0000 6,630,900.00 97,931.960 6,757,305 073 DATA CORE LS 2,800.0000 2,800.00 1.000 2,800 074 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.7500 124.00 3,363.000 26,063 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.7500 2,790.00 354.000 2,743 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 752.00 123.000 984 PROGRAM CAS145 PAGE 4 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 22.0000 3,080.00 3,062.480 67,374 (MISCELLANEOUS AREA) 078 TACK COAT TON 600.0000 60,000.00 171.850 103,110 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000 080 STRUCTURAL CONCRETE CY 1,125.0000 83,250.00 74.000 83,250 (F) 081 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 151,200.00 216.000 151,200 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 744,000.00 744.000 744,000 (F) 083 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 313,000.00 313.000 313,000 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 142,200.00 158.000 142,200 (F) (TYPE N) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 975.0000 107,250.00 110.000 107,250 (F) 086 MINOR CONCRETE (BACKFILL) CY 100.0000 6,100.00 40.300 4,030 (F) 087 DRILL AND BOND DOWEL LF 20.0000 800.00 40.000 800 088 JOINT SEAL (MR 1") LF 65.0000 7,605.00 117.000 7,605 089 BAR REINFORCING STEEL LB 3.0000 42,450.00 14,150.000 42,450 (F) 090 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 137,319.00 105,630.000 137,319 (F) 091 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4000 58,268.00 41,620.000 58,268 (F) 092 BAR REINFORCING STEEL (EPOXY COATED) LB 2.4500 194,138.00 79,240.000 194,138 (F) (BRIDGE) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 480.00 32.000 480 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,900.00 471.300 7,069 (0.080"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,060.00 168.600 3,034 (0.080"-FRAMED) 096 ROADSIDE SIGN - ONE POST EA 450.0000 16,650.00 41.000 18,450 097 ROADSIDE SIGN - TWO POST EA 490.0000 4,410.00 10.000 4,900 098 24" ALTERNATIVE PIPE CULVERT LF 163.0000 516,710.00 3,630.000 591,690 099 30" ALTERNATIVE PIPE CULVERT LF 146.0000 32,120.00 212.000 30,952 100 36" ALTERNATIVE PIPE CULVERT LF 174.0000 12,354.00 161.000 28,014 101 42" ALTERNATIVE PIPE CULVERT LF 155.0000 23,250.00 147.000 22,785 102 48" TEMPORARY CULVERT LF 73.0000 30,660.00 420.000 30,660 103 24" PLASTIC PIPE LF 97.0000 11,640.00 199.000 19,303 PROGRAM CAS145 PAGE 5 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 30" PLASTIC PIPE LF 109.0000 9,374.00 88.000 9,592 105 36" PLASTIC PIPE LF 99.0000 12,870.00 123.000 12,177 106 48" PLASTIC PIPE LF 156.0000 4,836.00 31.000 4,836 107 8" CORRUGATED STEEL PIPE (.079" THICK) LF 55.0000 1,430.00 0.000 0 108 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 17,400.00 -80.000 -4,800.00 1,090.000 65,400 109 36" CORRUGATED STEEL PIPE (.079" THICK) LF 364.0000 3,640.00 10.000 3,640 110 42" CORRUGATED STEEL PIPE (.079" THICK) LF 109.0000 11,990.00 101.000 11,009 111 48" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 4,650.00 31.000 4,650 112 24" X 18" CORRUGATED STEEL PIPE ARCH LF 86.0000 5,590.00 64.800 5,572 (.079" THICK) 113 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 43.0000 40,850.00 964.500 41,473 114 6" NON-PERFORATED PLASTIC PIPE LF 39.0000 6,240.00 157.000 6,123 UNDERDRAIN 115 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 60.0000 15,600.00 3,280.970 196,858 116 10" FLUME DOWNDRAIN LF 54.0000 9,180.00 181.000 9,774 117 10" TAPERED INLET EA 860.0000 5,160.00 6.000 5,160 118 10" FLUME ANCHOR ASSEMBLY EA 575.0000 11,500.00 20.000 11,500 119 36" CORRUGATED STEEL PIPE INLET LF 945.0000 15,120.00 18.800 17,766 (.079" THICK) 120 24" WELDED STEEL PIPE CASING (BRIDGE) LF 200.0000 21,400.00 120.000 24,000 121 36" WELDED STEEL PIPE (.250" THICK) LF 127.0000 15,240.00 114.400 14,528 122 48" WELDED STEEL PIPE (.375" THICK) LF 261.0000 4,437.00 16.400 4,280 123 18" STEEL FLARED END SECTION EA 95.0000 1,045.00 27.000 2,565 124 24" ALTERNATIVE FLARED END SECTION EA 141.0000 5,076.00 41.000 5,781 125 30" ALTERNATIVE FLARED END SECTION EA 312.0000 2,184.00 7.000 2,184 126 36" ALTERNATIVE FLARED END SECTION EA 436.0000 3,052.00 7.000 3,052 127 24" X 18" STEEL FLARED END PIPE ARCH EA 105.0000 105.00 1.000 105 SECTION 128 NATIVE STREAMBED MATERIAL CY 57.0000 41,610.00 756.070 43,095 129 ROCK SLOPE PROTECTION CY 118.0000 94,400.00 866.640 102,263 (LIGHT, METHOD B) (CY) 130 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 127.0000 52,070.00 877.130 111,395 (CY) PROGRAM CAS145 PAGE 6 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 289.0000 22,253.00 158.770 45,884 (CY) 132 GABION CY 154.0000 132,440.00 750.000 115,500 133 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.0000 3,810.00 4,116.520 4,116 134 MINOR CONCRETE (GUTTER) (LF) LF 29.0000 6,061.00 256.000 7,424 135 DETECTABLE WARNING SURFACE SQFT 35.0000 2,135.00 33.900 1,186 136 MINOR CONCRETE (MISCELLANEOUS CY 1,046.0000 11,506.00 9.750 10,198.50 17.390 18,189 CONSTRUCTION) 137 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,640.00 4,161.000 8,322 (F) 138 4" WATER LINE CASING PIPE LF 59.0000 3,540.00 60.000 3,540 139 2" WATER LINE PIPE LF 25.0000 2,000.00 80.000 2,000 140 FENCE (TYPE BW, METAL POST) LF 10.0000 7,700.00 0.000 0 141 FENCE (TYPE WM, METAL POST) LF 8.0000 3,920.00 325.000 2,600 142 DELINEATOR (CLASS 2) EA 55.0000 44,550.00 750.000 41,250 143 MILEPOST MARKER EA 60.0000 1,260.00 21.000 1,260 144 MARKER (CULVERT) EA 55.0000 8,800.00 168.000 9,240 145 METAL BEAM GUARD RAILING (STEEL POST) LF 24.0000 14,400.00 2,250.000 54,000 146 TUBULAR HANDRAILING LF 100.0000 2,700.00 27.000 2,700 (F) 147 CONCRETE BARRIER LF 400.0000 5,600.00 14.000 5,600 (TRANSITION ANCHOR BLOCK) 148 CABLE RAILING LF 35.0000 56,665.00 1,177.500 41,212 (F) 149 TRANSITION RAILING (TYPE WB) EA 3,800.0000 45,600.00 12.000 45,600 150 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 39,200.00 18.000 50,400 151 CONCRETE BARRIER (TYPE 80)(MODIFIED) LF 220.0000 128,040.00 582.000 128,040 (F) 152 CONCRETE BARRIER (TYPE 732B)(MODIFIED) LF 275.0000 13,200.00 48.000 13,200 (F) 153 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 12,540.00 2,023.000 12,138 154 THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 50,370.00 172,297.000 39,628 (SPRAYABLE) 155 PAINT PAVEMENT MARKING (1-COAT) SQFT 15.0000 630.00 42.000 630 156 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 13,680.00 0.000 0 157 PAVEMENT MARKER EA 8.0000 7,280.00 3,964.000 31,712 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 7 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FLASHING BEACON SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 159 TRAFFIC COUNT STATION LS 9,000.0000 9,000.00 1.000 9,000 160 MODIFY SIGNAL AND LIGHTING LS 10,500.0000 10,500.00 1.000 10,500 161 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 162 DEVELOP WATER SUPPLY LS 28,000.0000 28,000.00 1.000 28,000 163 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 8 DATE 02/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 11:20 AM ESTIMATE NO. 025 BID OPENING 10/09/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/15 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 02/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,648.50 20,644,060.67 ADJUSTMENT OF COMPENSATION 1,582.56 -375,192.05 EXTRA WORK 299,696.05 1,121,456.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 319,927.11 21,390,325.17 164 MOBILIZATION LS 2,150,000.0000 2,150,000.00 1.000 2,150,000 ORIGINAL CONTRACT AMOUNT 21,694,433.00 TOTAL WORK COMPLETED 319,927.11 23,540,325.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -2,000.00 TOTAL 318,927.11 23,538,325.17 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 11/15/13 240 12/11/13 12/11/13 12/18/15 236 267 0 0 100% 100% ZDENEK, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/02/16