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 12/28/16 EST. NO. 024 TIME 08:41 AM R.E. NAME: LENART, ELVIRA 08-3401U4 --------------------------------------------------------------------------- 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 0005 750.00 E.W. @ F.A.(+) 081016 N 0574.0 0007 750.00 071116 N 0628.0 0008 750.00 101116 N 0629.0 0009 750.00 101216 N 0694.0 004 0230 3,016.59 E.W. @ F.A.(+) 100616 N 0616.0 0231 3,937.85 100716 N 0617.0 0234 5,391.40 052616 N 0625.0 0235 2,883.20 052716 N 0626.0 0236 5,249.65 092616 N 0637.0 0239 215.33 060216 N 0426.1 0240 215.33 051116 N 0428.1 0241 4.07 041816 N 0447.1 0242 4.07 041516 N 0449.1 0243 1,076.63 052516 N 0464.1 0244 861.30 052316 N 0467.1 0245 2,791.25 060716 N 0472.1 0246 645.98 061316 N 0479.1 0247 861.30 062716 N 0493.1 0248 766.57 090216 N 0581.0 0249 184.42 090716 N 0582.0 0250 2,058.56 090816 N 0584.0 0251 5,532.43 092616 N 0599.0 0252 4,196.33 092616 N 0600.0 0253 3,084.17 092716 N 0601.0 0260 2,609.04 100316 N 0610.0 0261 9,005.51 100316 N 0611.0 0262 9,268.57 100416 N 0613.0 0273 2,573.38 100416 N 0647.0 0275 1,997.69 102116 N 0651.0 0312 104.73 111516 N 0722.0 005 0096 209.45 E.W. @ F.A.(+) 090916 N 0586.0 0103 374.32 062816 N 0649.0 0105 368.83 080216 N 0661.0 0108 276.61 102516 N 0687.0 0109 276.61 102616 N 0688.0 0110 1,439.56 080515 N 0159.0 006 0015 852.50 E.W. @ F.A.(+) 072116 N 0487.1 0016 2,612.13 090816 N 0655.0 0021 3,118.36 070816 N 0691.0 007 0079 792.00 E.W. @ F.A.(+) 040615 N 0568.1 010 0024 418.89 E.W. @ F.A.(+) 100516 N 0615.0 0028 433.54 111016 N 0718.0 012 0012 616.00 E.W. @ F.A.(+) 061416 N 0481.1 0013 649.00 061915 N 0090.1 0014 635.91 091616 N 0591.0 016 0002 198.21 E.W. @ F.A.(+) 062915 N 0109.0 0003 3,736.51 063015 N 0111.0 0004 1,834.66 011916 N 0325.0 0005 638.00 022516 N 0352.0 020 0003 3,392.18 E.W. @ F.A.(+) 091916 N 0633.0 0004 2,745.85 092016 N 0634.0 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 12/28/16 EST. NO. 024 TIME 08:41 AM R.E. NAME: LENART, ELVIRA 08-3401U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0005 3,020.08 092116 N 0635.0 0006 676.69 092216 N 0636.0 0007 2,316.08 092216 N 0593.0 0008 239.51 092316 N 0595.0 0009 2,316.08 092316 N 0597.0 0010 1,633.31 092616 N 0598.0 0013 2,526.83 092616 N 0598.1 022 0001 1,233.84 E.W. @ F.A.(+) 090815 N 0191.0 0002 1,437.80 091815 N 0197.0 0003 1,691.47 092515 N 0204.0 114,246.16 TOTAL THIS ESTIMATE -671,396.73 TOTAL PREVIOUS ESTIMATE -557,150.57 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 12/28/16 EST. NO. 024 TIME 08:41 AM R.E. NAME: LENART, ELVIRA 08-3401U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CLASS 2B-BEEKLEY1A -1,000.00 004 HMA-DENSITY CORES -7,700.00 017 HMA-SAFEEDGE/DIKE/IP -43,582.00 017 DENSITY CORES 051616 -2,887.50 018 DBE REPORTING -67,100.05 021 DBE REPORTING 67,100.05 022 LEVEL-LTR#383(50%) -27,335.00 022 SHLDR-LANE2/LTR#352 -67,500.00 022 DENISTYCORES143B-172 -105,259.00 024 -105,259.00 -255,263.50 LABOR COMPLIANCE VIOLATION DELINQUENT CPR/MAR15 -4,000.00 003 DELINQUENT CPR/APR15 -8,000.00 004 DELINQUENT CPR/MAR15 2,000.00 004 DELINQUENT CPR/APR15 10,000.00 005 DELINQUENT CPR/JUN15 -10,000.00 006 DELINQUENT CPR JUL15 -10,000.00 008 DELINQUENT CPR/AU-SP -10,000.00 010 DELINQUENT CPR/JUN15 10,000.00 010 DELINQUENT CPR/JUL15 10,000.00 010 DELINQUENT CPR/OCT15 -5,000.00 011 DELINQUENT CPR/NOV15 -10,000.00 013 DELINQUENT CPR/NOV15 -10,000.00 014 DELINQUENT CPR/AU-SP 10,000.00 014 DELINQUENT CPR/FEB16 -5,000.00 015 DELINQUENT CPR/OCT15 5,000.00 015 DELINQUENT CPR/MAR16 -8,000.00 016 DELINQUENT CPR 15,000.00 017 DELINQUENT CPR/MAY16 -10,000.00 018 DELINQ JUNE 2016 CPR -10,000.00 019 DELINQUENT CPR 28,000.00 019 DELINQ JULY&AUG CPRS -10,000.00 021 DELINQ JUNE 2016 CPR 10,000.00 022 DELINQ SEPTEMBER CPR -7,000.00 022 DELINQ JUNE-OCT CPR -10,000.00 023 0.00 -27,000.00 TOTAL DEDUCTIONS -105,259.00 -282,263.50 PROGRAM CAS145 PAGE 1 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 LOCATION RERUN PROGRESS ESTIMATE 08-SBD-138-2.3/R15.2 ----------------------- 08-SBD-2-6.2/6.4 FLATIRON/HARDY & HARPER IN SAN BERNARDINO COUNTY ON RTE 138 A JOINT VENTURE NEAR PHELAN FR 0.6 MI W/O PHELAN RD 1770 LA COSTA MEADOWS DRIVE SAN MARCOS CA 92078 FED. AID NO. STP-P138(49)E WIDEN TO 4-LNS FR PHELAN RD TO JCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 1,350,000.00 18.000 54,000.00 439.000 1,317,000 004 CONSTRUCTION AREA SIGNS LS 39,425.0000 39,425.00 0.010 394.25 0.784 30,909 005 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.010 6,000.00 0.908 544,800 006 TYPE II BARRICADE EA 85.0000 2,550.00 21.000 1,785 007 TYPE III BARRICADE EA 200.0000 2,000.00 2.000 400 008 CHANNELIZER (SURFACE MOUNTED) EA 39.8000 6,766.00 93.000 3,701 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 30,000.00 3.500 17,500 010 TEMPORARY RAILING (TYPE K) LF 7.0000 973,000.00 127,960.000 895,720 011 TEMPORARY CRASH CUSHION MODULE EA 260.0000 377,000.00 847.000 220,220 012 TEMPORARY TRAFFIC SCREEN LF 1.7000 210,800.00 3,300.000 5,610 013 JOB SITE MANAGEMENT LS 85,000.0000 85,000.00 0.010 850.00 0.950 80,750 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.010 50.00 0.839 4,195 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 1.000 500.00 12.500 6,250 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,000.00 1.000 250.00 2.000 500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 37,800.00 162,349.000 32,469 019 TEMPORARY COVER SQYD 2.5000 100,000.00 1,066.760 2,666.90 2,921.640 7,304 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 6,000.00 23.000 6,900 021 TEMPORARY FIBER ROLL LF 2.8500 102,600.00 1,341.000 3,821.85 72,077.000 205,419 022 TEMPORARY GRAVEL BAG BERM LF 4.2500 42,500.00 133.000 565.25 2,363.000 10,042 PROGRAM CAS145 PAGE 2 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 3.5000 12,145.00 6,986.000 24,451 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 72,000.00 6.044 36,264 025 STREET SWEEPING LS 200,000.0000 200,000.00 0.858 171,600 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.706 17,650 027 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.800 4,000 028 TEMPORARY FENCE (TYPE ESA) LF 2.7000 297,000.00 5,250.000 14,175.00 103,350.000 279,045 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.2400 83,280.00 34,878.000 8,370 (HAZARDOUS WASTE) 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2400 41,040.00 74,906.000 17,977 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.2400 6,840.00 1,850.000 444.00 17,150.000 4,116 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 200,000.0000 200,000.00 0.981 196,200 033 ABANDON CULVERT (LF) LF 20.0000 49,200.00 2,108.000 42,160 034 OBLITERATE SURFACING SQYD 2.5000 6,650.00 2,660.000 6,650 035 REMOVE MAIL BOX EA 40.0000 3,200.00 53.000 2,120 036 REMOVE FLARED END SECTION EA 275.0000 7,700.00 18.000 4,950 037 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 54,600.00 38,672.000 7,734 038 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 10,872.00 204.000 367 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 31,600.00 110,079.000 22,015 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3500 26,320.00 2,278.000 5,353 041 REMOVE PAVEMENT MARKER EA 0.6000 3,366.00 4,135.000 2,481 042 REMOVE ROADSIDE SIGN EA 250.0000 6,250.00 0.000 0 043 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 0.000 0 044 REMOVE PIPE (LF) LF 25.0000 20,000.00 108.000 2,700.00 273.000 6,825 045 REMOVE REINFORCED CONCRETE BOX CULVERT CY 125.0000 15,000.00 75.000 9,375 (CY) 046 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 047 REMOVE INLET EA 700.0000 2,800.00 4.000 2,800 048 REMOVE HEADWALL EA 600.0000 48,000.00 31.000 18,600 049 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 7,072.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DELINEATOR EA 25.0000 6,250.00 0.000 0 051 SALVAGE METAL BRIDGE RAILING LF 14.0000 6,118.00 437.000 6,118 052 SALVAGE GUARDRAIL (STEEL POST) LF 7.0000 88,900.00 9,350.000 65,450 053 SALVAGE GUARDRAIL LF 10.0000 20,500.00 2,488.500 24,885 054 RECONSTRUCT ROCK SLOPE PROTECTION CY 20.0000 13,200.00 727.500 14,550 055 RECONSTRUCT USFS MONUMENT SIGN EA 15,000.0000 30,000.00 0.450 6,750 STRUCTURE 056 RECONSTRUCT MORMON TRAIL MONUMENT EA 9,000.0000 9,000.00 0.250 2,250 057 RESET GATE EA 3,500.0000 3,500.00 1.000 3,500 058 RESET MARKER EA 30.0000 11,100.00 0.000 0 059 RESET ROADSIDE SIGN EA 220.0000 28,600.00 26.000 5,720 060 RELOCATE ROADSIDE SIGN EA 220.0000 7,260.00 5.500 1,210 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 513,000.00 275.560 413.34 52,866.240 79,299 062 REMOVE CONCRETE (SQYD) SQYD 15.0000 4,800.00 315.540 4,733 063 REMOVE CONCRETE CURB (LF) LF 8.0000 1,680.00 0.000 0 064 REMOVE CONCRETE (CURB AND GUTTER) LF 14.0000 1,344.00 161.000 2,254 065 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6500 11,316.50 0.000 0 066 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 290,200.00 0.000 0 067 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.0000 139,280.00 0.000 0 (F) 068 CORE CONCRETE LF 207.0000 3,105.00 10.000 2,070 069 CAP INLET EA 1,000.0000 32,000.00 20.000 20,000 070 SAND BACKFILL CY 68.0000 23,120.00 289.000 19,652 071 BRIDGE REMOVAL, LOCATION C LS 64,000.0000 64,000.00 0.950 60,800.00 1.000 64,000 072 BRIDGE REMOVAL (PORTION), LOCATION A LS 80,000.0000 80,000.00 0.900 72,000 073 CLEARING AND GRUBBING (LS) LS 210,000.0000 210,000.00 0.900 189,000 074 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.838 146,650 075 ROADWAY EXCAVATION CY 12.5000 4,925,000.00 353,651.420 4,420,642 076 ROCK EXCAVATION (CONTROLLED BLASTING) CY 5.7000 213,750.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL HOLE (PRESPLITTING) LF 15.0000 165,000.00 0.000 0 078 SHOULDER BACKING TON 6.8500 38,565.50 143.800 985.03 1,801.400 12,339 079 STRUCTURE EXCAVATION (BRIDGE) CY 56.0000 142,912.00 1,651.000 92,456 (F) 080 STRUCTURE EXCAVATION (TYPE D) CY 48.0000 194,208.00 2,642.500 126,840 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 34.0000 58,820.00 0.000 0 (F) 082 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 27.0000 20,898.00 774.000 20,898 (F) 083 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 137,080.00 500.000 20,000.00 1,738.400 69,536 (F) 084 STRUCTURE BACKFILL (RETAINING WALL) CY 41.0000 103,935.00 450.000 18,450.00 450.000 18,450 (F) 085 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 64.0000 5,824.00 91.000 5,824.00 91.000 5,824 (F) 086 PERVIOUS BACKFILL MATERIAL (RETAINING CY 180.0000 3,240.00 0.000 0 (F) WALL) 087 CONCRETE BACKFILL CY 115.0000 18,400.00 24.000 2,760.00 189.950 21,844 088 SLOW-RELEASE FERTILIZER LB 3.5500 852.00 0.000 0 089 PLANT (GROUP H) EA 16.0000 14,880.00 0.000 0 090 TRANSPLANT TREE EA 405.0000 409,050.00 15.000 6,075.00 1,025.000 415,125 091 TRANSPLANT CACTUS EA 66.0000 33,000.00 146.000 9,636 092 PLANT (GROUP A) EA 15.0000 13,950.00 0.000 0 093 PLANT ESTABLISHMENT WORK LS 27,000.0000 27,000.00 0.000 0 094 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 7,650.00 4.000 2,040 095 HYDROSEED SQFT 0.0700 275,800.00 606,434.000 42,450.38 1,100,642.000 77,044 096 CLASS 2 AGGREGATE BASE (CY) CY 21.5000 1,513,600.00 32.400 696.60 46,467.200 999,044 097 HOT MIX ASPHALT (TYPE A) TON 77.0000 15,631,000.00 9.600 739.20 104,311.300 8,031,970 098 HOT MIX ASPHALT (LEVELING) TON 74.6000 1,805,320.00 621.900 46,393 099 RUMBLE STRIP STA 16.0000 15,040.00 0.000 0 100 DATA CORE LS 2,450.0000 2,450.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 2,370.00 463.410 1,390 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 34,650.00 8,262.470 18,590 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 16,700.00 4,062.860 10,157 PROGRAM CAS145 PAGE 5 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT SQYD 21.0000 10,080.00 45.000 945.00 348.780 7,324 (MISCELLANEOUS AREA) 105 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 336,000.00 125.160 175,224 106 TACK COAT TON 1,400.0000 128,800.00 83.240 116,536 107 SOIL NAIL LF 26.0000 234,416.00 9,163.000 238,238 108 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 86.0000 78,948.00 0.000 0 109 FURNISH PILING (CLASS 140) LF 56.0000 18,648.00 333.000 18,648 (ALTERNATIVE W) (MODIFIED) 110 DRIVE PILE (CLASS 140) EA 2,800.0000 22,400.00 8.000 22,400 (ALTERNATIVE W) (MODIFIED) 111 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,400.0000 52,800.00 22.000 52,800 PILE (SIGN FOUNDATION) 112 PRESTRESSING CAST-IN-PLACE CONCRETE LS 73,000.0000 73,000.00 0.500 36,500 113 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 215.0000 155,875.00 151.000 32,465.00 569.000 122,335 114 STRUCTURAL CONCRETE, BRIDGE CY 658.0000 1,790,418.00 1,586.000 1,043,588 (F) 115 STRUCTURAL CONCRETE, WALL CY 430.0000 138,460.00 46.000 19,780.00 192.530 82,787 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL CY 485.0000 590,730.00 486.000 235,710 (F) 117 AGGREGATE BASE (APPROACH SLAB) CY 276.0000 5,520.00 7.000 1,932 118 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 167,450.00 63.000 53,550 (TYPE R MODIFIED) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.0000 416,520.00 152.000 118,560 (F) (TYPE N MODIFIED) 120 STRUCTURAL CONCRETE, BOX CULVERT CY 860.0000 901,280.00 71.380 61,386.80 633.780 545,050 (F) 121 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 388,080.00 234.600 295,596 (F) 122 CONCRETE SURFACE TEXTURE SQFT 10.3500 155,053.35 11,032.000 114,181 (F) 123 DRILL AND BOND DOWEL LF 22.0000 8,800.00 364.000 8,008 124 JOINT SEAL (MR 1/2") LF 42.0000 13,734.00 0.000 0 125 JOINT SEAL (MR 1") LF 50.0000 10,500.00 0.000 0 126 JOINT SEAL (MR 2") LF 67.0000 12,663.00 0.000 0 127 BAR REINFORCING STEEL LB 1.1400 338,419.26 27,028.000 30,811.92 238,018.000 271,340 (F) 128 BAR REINFORCING STEEL (BRIDGE) LB 0.9500 511,775.45 48,313.000 45,897.35 414,809.000 394,068 (F) 129 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 195,689.75 124,801.000 143,521 (F) 130 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4400 556,862.40 190,280.000 274,003 (F) (BRIDGE) PROGRAM CAS145 PAGE 6 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL SHOTCRETE CY 920.0000 147,200.00 160.000 147,200 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0500 46,613.15 15,283.000 46,613 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 5,349.05 15,283.000 5,349 (F) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,160.00 0.000 0 (0.080"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,300.00 0.000 0 (0.125"-UNFRAMED) 136 METAL (BARRIER MOUNTED SIGN) LB 20.0000 1,200.00 0.000 0 137 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 0.000 0 138 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 900.00 0.000 0 METHOD) 139 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 502.0000 8,534.00 0.000 0 140 STAINING GALVANIZED SURFACES LS 80,000.0000 80,000.00 0.800 64,000 141 PREPARE AND STAIN CONCRETE SQFT 2.1000 190,896.30 9,522.000 19,996 142 24" REINFORCED CONCRETE PIPE LF 91.0000 50,960.00 170.350 15,501 143 36" REINFORCED CONCRETE PIPE LF 143.0000 12,012.00 83.120 11,886 144 42" REINFORCED CONCRETE PIPE LF 138.0000 46,920.00 314.700 43,428 145 48" REINFORCED CONCRETE PIPE LF 142.0000 45,440.00 317.000 45,014 146 72" REINFORCED CONCRETE PIPE LF 355.0000 15,265.00 31.220 11,083 147 18" CORRUGATED STEEL PIPE (.079" THICK) LF 67.0000 343,710.00 3,663.640 245,463 148 24" CORRUGATED STEEL PIPE (.079" THICK) LF 88.0000 160,160.00 1,609.420 141,628 149 30" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 77,000.00 742.780 74,278 150 36" CORRUGATED STEEL PIPE (.079" THICK) LF 108.0000 85,320.00 635.290 68,611 151 48" CORRUGATED STEEL PIPE (.079" THICK) LF 132.0000 60,720.00 435.400 57,472 152 54" CORRUGATED STEEL PIPE (.109" THICK) LF 212.0000 13,780.00 45.900 9,730 153 66" CORRUGATED STEEL PIPE (.109" THICK) LF 191.0000 70,670.00 26.500 5,061.50 54.450 10,399 154 72" CORRUGATED STEEL PIPE (.138" THICK) LF 208.0000 74,880.00 26.500 5,512.00 392.350 81,608 155 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 156 12" CORRUGATED STEEL PIPE RISER EA 1,650.0000 3,300.00 1.000 1,650 (.064" THICK) 157 WELDED STEEL PIPE CASING (BRIDGE) LF 151.0000 21,140.00 80.000 12,080 PROGRAM CAS145 PAGE 7 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 8" WELDED STEEL PIPE (.134" THICK) LF 252.0000 42,840.00 349.000 87,948 159 18" STEEL FLARED END SECTION EA 350.0000 21,350.00 22.000 7,700 160 24" STEEL FLARED END SECTION EA 425.0000 11,050.00 8.000 3,400 161 30" STEEL FLARED END SECTION EA 787.0000 5,509.00 2.000 1,574 162 36" STEEL FLARED END SECTION EA 1,250.0000 18,750.00 8.000 10,000 163 ROCK SLOPE PROTECTION CY 70.0000 46,200.00 0.000 0 (1/4 T, METHOD B) (TON) 164 ROCK SLOPE PROTECTION CY 90.0000 59,400.00 440.700 39,663 (LIGHT, METHOD B) (CY) 165 ROCK SLOPE PROTECTION (1T, METHOD B) CY 107.0000 107,000.00 471.000 50,397 166 CONCRETE (CHANNEL LINING) CY 535.0000 203,300.00 571.770 305,896 167 SLOPE PAVING (CONCRETE) CY 399.0000 3,990.00 0.000 0 168 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 12,600.00 1,363.200 5,452 169 MINOR CONCRETE (GUTTER) (CY) CY 455.0000 20,020.00 49.500 22,522 170 MINOR CONCRETE (MISCELLANEOUS CY 520.0000 4,680.00 9.000 4,680 CONSTRUCTION) 171 MINOR CONCRETE (CURB, SIDEWALK AND CY 582.0000 69,840.00 100.160 58,293 CURB RAMP) 172 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 3,500.00 1.500 750 173 MISCELLANEOUS IRON AND STEEL LB 2.3500 48,917.60 2,550.000 5,992 (F) 174 SOLAR COMMUNITY LIGHT EA 4,600.0000 18,400.00 6.800 31,280 175 CLUSTER MAIL BOX UNITS EA 300.0000 8,100.00 27.000 8,100 176 JACK AND BORE 8" STEEL CASING LF 200.0000 94,000.00 240.000 48,000 177 JACKED 36" REINFORCED CONCRETE PIPE LF 800.0000 136,000.00 0.000 0 178 JACKED 24" REINFORCED CONCRETE PIPE LF 525.0000 110,250.00 0.000 0 179 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 53,600.00 766.000 15,320 180 CHAIN LINK FENCE (TYPE CL-8) LF 22.0000 28,600.00 0.000 0 181 16' CHAIN LINK GATE (TYPE CL-6) EA 1,900.0000 1,900.00 0.000 0 182 SURVEY MONUMENT (TYPE D) EA 250.0000 2,500.00 0.000 0 183 DELINEATOR (CLASS 2) EA 46.0000 25,760.00 0.000 0 184 OBJECT MARKER EA 56.0000 1,512.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.0000 273,000.00 141.000 3,666.00 6,932.000 180,232 186 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 57,360.00 0.000 0 187 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 187,800.00 3,397.440 101,923 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 PIPE HANDRAILING LF 71.0000 17,111.00 0.000 0 (F) 190 CABLE RAILING LF 22.0000 49,324.00 1,639.000 36,058 (F) 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 192 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 35,200.00 2.000 6,400.00 2.000 6,400 193 END CAP (TYPE A) EA 91.0000 273.00 0.000 0 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 665.0000 19,285.00 1.000 665.00 4.000 2,660 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 48,000.00 6.000 18,000.00 6.000 18,000 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 0.000 0 197 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 198 ALTERNATIVE CRASH CUSHION SYSTEM EA 20,000.0000 60,000.00 0.000 0 199 CONCRETE BARRIER (TYPE 60P) LF 245.0000 5,880.00 12.000 2,940 200 CONCRETE BARRIER (TYPE 60C) LF 115.0000 125,350.00 456.000 52,440 201 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 169.0000 37,180.00 20.000 3,380 202 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 334.0000 63,460.00 0.000 0 203 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 150,125.00 863.000 107,875 204 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 58.0000 73,080.00 1,040.000 60,320 205 CONCRETE BARRIER (TYPE 736B) LF 178.0000 17,444.00 0.000 0 206 THERMOPLASTIC PAVEMENT MARKING SQFT 2.3500 15,322.00 0.000 0 207 THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 71,640.00 0.000 0 (SPRAYABLE) 208 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 82,260.00 382,692.000 68,884 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.3600 5,262.80 2,897.000 6,836 210 PAVEMENT MARKER EA 5.9000 59,590.00 0.000 0 (RETROREFLECTIVE-RECESSED) 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,300.0000 3,300.00 0.200 660 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ELECTRICAL STAGE CONSTRUCTION LS 215,000.0000 215,000.00 0.880 189,200 213 LIGHTING LS 205,000.0000 205,000.00 0.600 123,000 214 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 30,000.0000 30,000.00 0.901 27,030 215 FLASHING BEACON SYSTEM LS 80,000.0000 80,000.00 0.261 20,880 216 MODIFY FLASHING BEACON LS 16,000.0000 16,000.00 0.661 10,576 217 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.515 16,480 (COUNT) 218 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.533 106,600 219 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 0.508 101,600 220 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 27,000.0000 27,000.00 0.614 16,578 221 ENVIRONMENTAL SENSOR STATION LS 43,000.0000 43,000.00 0.242 10,406 222 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 223 PAVING NOTCH EXTENSION CF 245.0000 30,380.00 108.000 26,460 PROGRAM CAS145 PAGE 10 DATE 12/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 08:41 AM ESTIMATE NO. 024 BID OPENING 07/24/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 12/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 476,201.37 26,922,436.00 ADJUSTMENT OF COMPENSATION 0.00 -1,197,984.79 EXTRA WORK 114,246.16 640,834.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 590,447.53 26,365,285.43 224 MOBILIZATION LS 1,940,000.0000 1,940,000.00 1.000 1,940,000 ORIGINAL CONTRACT AMOUNT 47,428,041.31 TOTAL WORK COMPLETED 590,447.53 28,305,285.43 MATERIALS ON HAND ON SITE 218,017.33 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -105,259.00 -282,263.50 TOTAL 485,188.53 28,241,039.26 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 10/10/14 700 02/09/15 02/09/15 05/02/17 445 26 81 0 61% 84% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME EXTENSION PENDING LENART, ELVIRA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/16