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 09/23/14 EST. NO.10 TIME 08:42 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 0028 12,673.91 E.W. @ U.P (+) 081014 N JFS028 0029 14,391.31 081714 N JFS029 0030 14,391.31 082414 N JFS030 0031 7,217.88 082414 N JFS031 002 0006 750.00 E.W. @ F.A.(+) 090914 N JFS006 003 0008 300.00 E.W. @ F.A.(+) 082114 N JFS008 007 0004 4,950.00 E.W. @ U.P (+) 082014 N HSC004 010 0005 1,100.00 E.W. @ U.P (+) 082814 N RE0050 55,774.41 TOTAL THIS ESTIMATE 131,301.60 TOTAL PREVIOUS ESTIMATE 187,076.01 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 09/23/14 EST. NO.10 TIME 08:42 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 07 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 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 20.000 5,000.00 131.000 32,750 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.025 625.00 0.764 19,100 005 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.083 53,950.00 0.546 354,900 006 TYPE III BARRICADE EA 100.0000 900.00 9.000 900 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 3,024.00 6,114.400 2,751.48 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 0.083 5,976.00 0.546 39,312 010 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 0.083 614.20 0.546 4,040 013 PREPARE STORM WATER POLLUTION PREVENTION LS 10,600.0000 10,600.00 0.033 349.80 0.718 7,610 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 1.000 500.00 8.000 4,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 20,000.00 1.000 1,000.00 11.000 11,000 016 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 0.083 705.50 0.546 4,641 018 WATER QUALITY MONITORING REPORT LS 2,000.0000 2,000.00 0.083 166.00 0.546 1,092 019 TEMPORARY CHECK DAM LF 9.0000 4,500.00 123.000 1,107 020 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,000.00 0.000 0 021 TEMPORARY FIBER ROLL LF 5.5000 13,750.00 0.000 0 022 TEMPORARY CLEAR WATER DIVERSION LS 35,000.0000 35,000.00 0.900 31,500 PROGRAM CAS145 PAGE 2 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.083 166.00 0.546 1,092 024 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 0.051 765.00 0.681 10,215 029 ABANDON CULVERT (LF) LF 78.0000 55,380.00 214.000 16,692.00 1,255.800 97,952 030 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 5,800.00 923.000 4,615 033 REMOVE FLARED END SECTION EA 145.0000 2,900.00 7.000 1,015.00 14.000 2,030 034 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 54,050.00 254.700 5,858.10 1,243.400 28,598 038 REMOVE DOWNDRAIN (EA) EA 1,510.0000 3,020.00 0.000 0 039 REMOVE INLET EA 1,000.0000 9,000.00 2.000 2,000.00 6.000 6,000 040 REMOVE HEADWALL EA 475.0000 23,275.00 12.000 5,700.00 48.000 22,800 041 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 1.000 3,315.00 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 1.000 1,160.00 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 1.000 500.00 1.000 500 PROGRAM CAS145 PAGE 3 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 REMOVE CONCRETE (CY) CY 165.0000 31,350.00 173.500 28,627 052 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 21.000 336.00 153.620 2,457 057 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 40,617.343 568,642.80 193,549.654 2,709,695 060 SHOULDER BACKING TON 23.5000 158,390.00 0.000 0 061 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 49,800.00 261.000 13,050.00 886.900 44,345 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 43,200.00 838.600 41,930 (F) 065 DITCH EXCAVATION CY 17.0000 5,780.00 93.400 1,587.80 206.600 3,512 066 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.2900 180,600.00 62,942.600 81,195.95 82,047.900 105,841 CLASS B2 067 HYDROSEED ACRE 5,600.0000 420,000.00 27.000 151,200.00 36.382 203,739 068 COMPOST SQFT 0.8400 310,800.00 61,741.000 51,862.44 61,741.000 51,862 069 INCORPORATE MATERIALS SQFT 0.0700 25,900.00 61,741.000 4,321.87 61,741.000 4,321 070 CLASS 2 AGGREGATE BASE (CY) CY 17.7000 1,545,210.00 20,980.900 371,361.93 55,295.970 978,738 071 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 29,124.550 2,009,593.95 46,402.950 3,201,803 073 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 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.600 18,360.00 43.390 26,034 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.300 12,000.00 0.300 12,000 080 STRUCTURAL CONCRETE CY 1,125.0000 83,250.00 -20.000 -22,500.00 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 744,000.00 347.000 347,000.00 592.000 592,000 (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 0.000 0 (F) (TYPE N) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 975.0000 107,250.00 23.700 23,107.50 97.300 94,867 (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 40.000 800.00 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 5,208.000 15,624.00 14,150.000 42,450 (F) 090 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 137,319.00 10,486.000 13,631.80 105,630.000 137,319 (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 39,675.000 97,203.75 39,675.000 97,203 (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 516,710.00 640.000 104,320.00 2,805.000 457,215 099 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 21.000 2,037.00 119.000 11,543 PROGRAM CAS145 PAGE 5 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 54.000 5,886.00 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 17,400.00 128.000 7,680.00 320.000 19,200 109 36" CORRUGATED STEEL PIPE (.079" THICK) LF 364.0000 3,640.00 0.000 0 110 42" CORRUGATED STEEL PIPE (.079" THICK) LF 109.0000 11,990.00 101.000 11,009.00 101.000 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 5,572.80 64.800 5,572 (.079" THICK) 113 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 43.0000 40,850.00 464.000 19,952.00 914.000 39,302 114 6" NON-PERFORATED PLASTIC PIPE LF 39.0000 6,240.00 62.000 2,418.00 137.000 5,343 UNDERDRAIN 115 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 60.0000 15,600.00 231.150 13,869.00 244.550 14,673 116 10" FLUME DOWNDRAIN LF 54.0000 9,180.00 12.000 648.00 12.000 648 117 10" TAPERED INLET EA 860.0000 5,160.00 2.000 1,720.00 2.000 1,720 118 10" FLUME ANCHOR ASSEMBLY EA 575.0000 11,500.00 2.000 1,150.00 2.000 1,150 119 36" CORRUGATED STEEL PIPE INLET LF 945.0000 15,120.00 4.500 4,252 (.079" THICK) 120 24" WELDED STEEL PIPE CASING (BRIDGE) LF 200.0000 21,400.00 120.000 24,000.00 120.000 24,000 121 36" WELDED STEEL PIPE (.250" THICK) LF 127.0000 15,240.00 57.100 7,251.70 114.400 14,528 122 48" WELDED STEEL PIPE (.375" THICK) LF 261.0000 4,437.00 16.400 4,280.40 16.400 4,280 123 18" STEEL FLARED END SECTION EA 95.0000 1,045.00 4.000 380.00 10.000 950 124 24" ALTERNATIVE FLARED END SECTION EA 141.0000 5,076.00 8.000 1,128.00 33.000 4,653 125 30" ALTERNATIVE FLARED END SECTION EA 312.0000 2,184.00 2.000 624.00 7.000 2,184 126 36" ALTERNATIVE FLARED END SECTION EA 436.0000 3,052.00 2.000 872.00 3.000 1,308 127 24" X 18" STEEL FLARED END PIPE ARCH EA 105.0000 105.00 1.000 105.00 1.000 105 SECTION 128 NATIVE STREAMBED MATERIAL CY 57.0000 41,610.00 460.139 26,227 129 ROCK SLOPE PROTECTION CY 118.0000 94,400.00 29.600 3,492.80 104.600 12,342 (LIGHT, METHOD B) (CY) 130 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 127.0000 52,070.00 32.500 4,127.50 674.700 85,686 (CY) PROGRAM CAS145 PAGE 6 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.670 5,973.63 88.570 25,596 (CY) 132 GABION CY 154.0000 132,440.00 300.000 46,200.00 750.000 115,500 133 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.0000 3,810.00 1,158.620 1,158.62 2,631.620 2,631 134 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 5,640.00 326.000 652.00 541.000 1,082 (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 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 1,400 159 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 0.247 6,916.00 1.000 28,000 163 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 09/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-360704 TIME 08:42 AM ESTIMATE NO. 10 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 09/18/14 R.E. NAME: ZDENEK, MICHAEL DATE OF THIS ESTIMATE 09/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,150,612.32 11,539,451.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 55,774.41 187,076.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,206,386.73 11,726,527.86 164 MOBILIZATION LS 2,150,000.0000 2,150,000.00 0.050 107,500.00 1.000 2,150,000 ORIGINAL CONTRACT AMOUNT 21,694,433.00 TOTAL WORK COMPLETED 4,313,886.73 13,876,527.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 4,313,886.73 13,875,527.86 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 03/04/15 130 63 0 0 62% 54% PROGRESS IS SATISFACTORY ZDENEK, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/14