PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/22/14 EST. NO.11 TIME 01:53 PM 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 --------------------------------------------------------------------------- 002 0007 750.00 E.W. @ F.A.(+) 090914 N JFS007 0008 750.00 090914 N JFS008 003 0009 300.00 E.W. @ F.A.(+) 092614 N JFS009 007 0005 3,795.00 E.W. @ U.P (+) 091814 N HSC005 010 0006 1,100.00 E.W. @ U.P (+) 092814 N RE0060 6,695.00 TOTAL THIS ESTIMATE 187,076.01 TOTAL PREVIOUS ESTIMATE 193,771.01 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/22/14 EST. NO.11 TIME 01:53 PM R.E. NAME: ZDENEK, MICHAEL 02-360704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -1,000.00 07 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 LOCATION PROGRESS ESTIMATE 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 0.250 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 250.0000 60,000.00 18.000 4,500.00 149.000 37,250 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.021 525.00 0.785 19,625 005 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.071 46,150.00 0.617 401,050 006 TYPE III BARRICADE EA 100.0000 900.00 9.000 900 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 3,024.00 11,519.400 5,183 008 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 0.071 5,112.00 0.617 44,424 010 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 0.071 525.40 0.617 4,565 013 PREPARE STORM WATER POLLUTION PREVENTION LS 10,600.0000 10,600.00 0.029 307.40 0.747 7,918 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 2.000 1,000.00 10.000 5,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 20,000.00 1.000 1,000.00 12.000 12,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 017 WATER QUALITY SAMPLING AND ANALYSIS LS 8,500.0000 8,500.00 0.071 603.50 0.617 5,244 018 WATER QUALITY MONITORING REPORT LS 2,000.0000 2,000.00 0.071 142.00 0.617 1,234 019 TEMPORARY CHECK DAM LF 9.0000 4,500.00 1,426.000 12,834.00 1,549.000 13,941 020 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,000.00 0.000 0 021 TEMPORARY FIBER ROLL LF 5.5000 13,750.00 353.000 1,941.50 353.000 1,941 022 TEMPORARY CLEAR WATER DIVERSION LS 35,000.0000 35,000.00 0.900 31,500 PROGRAM CAS145 PAGE 2 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.071 142.00 0.617 1,234 024 TEMPORARY FENCE (TYPE ESA) LF 3.2500 87,750.00 26,680.000 86,710 025 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 0.900 18,000 028 BIRD DETERRENT LS 15,000.0000 15,000.00 0.040 600.00 0.721 10,815 029 ABANDON CULVERT (LF) LF 78.0000 55,380.00 302.000 23,556.00 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 5,800.00 250.000 1,250.00 1,173.000 5,865 033 REMOVE FLARED END SECTION EA 145.0000 2,900.00 7.000 1,015.00 21.000 3,045 034 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 16.000 816 037 REMOVE CULVERT (LF) LF 23.0000 54,050.00 383.000 8,809.00 1,626.400 37,407 038 REMOVE DOWNDRAIN (EA) EA 1,510.0000 3,020.00 2.000 3,020.00 2.000 3,020 039 REMOVE INLET EA 1,000.0000 9,000.00 3.000 3,000.00 9.000 9,000 040 REMOVE HEADWALL EA 475.0000 23,275.00 3.000 1,425.00 51.000 24,225 041 REMOVE RETAINING WALL (LF) LF 25.0000 3,000.00 0.000 0 042 REMOVE WATER LINE LF 35.0000 2,625.00 0.000 0 043 REMOVE CONCRETE DECK SURFACE SQFT 6.0000 33,180.00 0.000 0 044 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 0.000 0 046 RESET ROADSIDE SIGN EA 176.0000 3,344.00 0.000 0 047 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 4.000 1,208 049 ADJUST 36" CMP RISER EA 500.0000 500.00 1.000 500 PROGRAM CAS145 PAGE 3 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,600.00 778.000 4,512.40 778.000 4,512 051 REMOVE CONCRETE (CY) CY 165.0000 31,350.00 11.700 1,930.50 185.200 30,558 052 REMOVE UNSOUND CONCRETE CF 185.0000 12,765.00 0.000 0 053 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 5,582.00 0.000 0 054 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 89,250.00 0.000 0 055 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 22,328.00 0.000 0 (F) 056 SAND BACKFILL CY 16.0000 1,520.00 35.800 572.80 189.420 3,030 057 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 0.900 31,500 058 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 27,115.480 379,616.72 220,665.134 3,089,311 060 SHOULDER BACKING TON 23.5000 158,390.00 2,740.680 64,405.98 2,740.680 64,405 061 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 49,800.00 109.100 5,455.00 996.000 49,800 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 43,200.00 25.400 1,270.00 864.000 43,200 (F) 065 DITCH EXCAVATION CY 17.0000 5,780.00 253.700 4,312.90 460.300 7,825 066 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.2900 180,600.00 82,047.900 105,841 CLASS B2 067 HYDROSEED ACRE 5,600.0000 420,000.00 13.500 75,600.00 49.882 279,339 068 COMPOST SQFT 0.8400 310,800.00 130,375.000 109,515.00 192,116.000 161,377 069 INCORPORATE MATERIALS SQFT 0.0700 25,900.00 130,375.000 9,126.25 192,116.000 13,448 070 CLASS 2 AGGREGATE BASE (CY) CY 17.7000 1,545,210.00 16,532.926 292,632.79 71,828.896 1,271,371 071 HOT MIX ASPHALT, SUPERPAVE (OPEN GRADED) TON 76.0000 1,064,000.00 0.000 0 072 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 69.0000 6,630,900.00 33,407.840 2,305,140.96 79,810.790 5,506,944 073 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 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.7500 2,790.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 752.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (MISCELLANEOUS AREA) 078 TACK COAT TON 600.0000 60,000.00 37.940 22,764.00 81.330 48,798 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.700 28,000.00 1.000 40,000 080 STRUCTURAL CONCRETE CY 1,125.0000 83,250.00 73.900 83,137 (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 744,000.00 152.000 152,000.00 744.000 744,000 (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 142,200.00 158.000 142,200.00 158.000 142,200 (F) (TYPE N) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 975.0000 107,250.00 11.200 10,920.00 108.500 105,787 (F) 086 MINOR CONCRETE (BACKFILL) CY 100.0000 6,100.00 7.400 740 (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 0.000 0 089 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 39,565.000 96,934.25 79,240.000 194,138 (F) (BRIDGE) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 480.00 0.000 0 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,900.00 0.000 0 (0.080"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,060.00 0.000 0 (0.080"-FRAMED) 096 ROADSIDE SIGN - ONE POST EA 450.0000 16,650.00 2.000 900 097 ROADSIDE SIGN - TWO POST EA 490.0000 4,410.00 0.000 0 098 24" ALTERNATIVE PIPE CULVERT LF 163.0000 516,710.00 983.000 160,229.00 3,788.000 617,444 099 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 11,640.00 119.000 11,543 PROGRAM CAS145 PAGE 5 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,400.00 534.000 32,040.00 854.000 51,240 109 36" CORRUGATED STEEL PIPE (.079" THICK) LF 364.0000 3,640.00 14.500 5,278.00 14.500 5,278 110 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 40,850.00 914.000 39,302 114 6" NON-PERFORATED PLASTIC PIPE LF 39.0000 6,240.00 137.000 5,343 UNDERDRAIN 115 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 60.0000 15,600.00 244.550 14,673 116 10" FLUME DOWNDRAIN LF 54.0000 9,180.00 127.000 6,858.00 139.000 7,506 117 10" TAPERED INLET EA 860.0000 5,160.00 1.000 860.00 3.000 2,580 118 10" FLUME ANCHOR ASSEMBLY EA 575.0000 11,500.00 12.000 6,900.00 14.000 8,050 119 36" CORRUGATED STEEL PIPE INLET LF 945.0000 15,120.00 6.800 6,426.00 11.300 10,678 (.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 19.000 1,805.00 29.000 2,755 124 24" ALTERNATIVE FLARED END SECTION EA 141.0000 5,076.00 6.000 846.00 39.000 5,499 125 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 2.000 872.00 5.000 2,180 127 24" X 18" STEEL FLARED END PIPE ARCH EA 105.0000 105.00 1.000 105 SECTION 128 NATIVE STREAMBED MATERIAL CY 57.0000 41,610.00 269.861 15,382.08 730.000 41,610 129 ROCK SLOPE PROTECTION CY 118.0000 94,400.00 539.000 63,602.00 643.600 75,944 (LIGHT, METHOD B) (CY) 130 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 127.0000 52,070.00 88.400 11,226.80 763.100 96,913 (CY) PROGRAM CAS145 PAGE 6 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 58.800 16,993.20 147.370 42,589 (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 1,444.600 1,444.60 4,076.220 4,076 134 MINOR CONCRETE (GUTTER) (LF) LF 29.0000 6,061.00 0.000 0 135 DETECTABLE WARNING SURFACE SQFT 35.0000 2,135.00 0.000 0 136 MINOR CONCRETE (MISCELLANEOUS CY 1,046.0000 11,506.00 0.000 0 CONSTRUCTION) 137 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,640.00 2,060.000 4,120.00 2,601.000 5,202 (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 0.000 0 143 MILEPOST MARKER EA 60.0000 1,260.00 0.000 0 144 MARKER (CULVERT) EA 55.0000 8,800.00 0.000 0 145 METAL BEAM GUARD RAILING (STEEL POST) LF 24.0000 14,400.00 0.000 0 146 TUBULAR HANDRAILING LF 100.0000 2,700.00 0.000 0 (F) 147 CONCRETE BARRIER LF 400.0000 5,600.00 0.000 0 (TRANSITION ANCHOR BLOCK) 148 CABLE RAILING LF 35.0000 56,665.00 0.000 0 (F) 149 TRANSITION RAILING (TYPE WB) EA 3,800.0000 45,600.00 0.000 0 150 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 39,200.00 0.000 0 151 CONCRETE BARRIER (TYPE 80)(MODIFIED) LF 220.0000 128,040.00 0.000 0 (F) 152 CONCRETE BARRIER (TYPE 732B)(MODIFIED) LF 275.0000 13,200.00 0.000 0 (F) 153 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 12,540.00 0.000 0 154 THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 50,370.00 0.000 0 (SPRAYABLE) 155 PAINT PAVEMENT MARKING (1-COAT) SQFT 15.0000 630.00 0.000 0 156 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 13,680.00 0.000 0 157 PAVEMENT MARKER EA 8.0000 7,280.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 7 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.360 25,200.00 0.380 26,600 159 TRAFFIC COUNT STATION LS 9,000.0000 9,000.00 0.000 0 160 MODIFY SIGNAL AND LIGHTING LS 10,500.0000 10,500.00 0.770 8,085 161 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 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 01:53 PM ESTIMATE NO. 11 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 10/20/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,184,450.03 15,723,901.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,695.00 193,771.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,191,145.03 15,917,672.89 164 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 4,191,145.03 18,067,672.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 4,191,145.03 18,066,672.89 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 11/15/13 240 12/11/13 12/11/13 03/09/15 148 66 0 0 80% 62% PROGRESS IS SATISFACTORY ZDENEK, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/14