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 01/25/18 EST. NO. 038 TIME 10:10 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 --------------------------------------------------------------------------- 004 0483 141.24 E.W. @ F.A.(+) 061317 N 1412.0 0485 4,164.05 092617 N 1404.0 0494 5,252.10 121217 N 494C 0 005 0305 846.46 E.W. @ F.A.(+) 120717 N 1402.1 0306 387.35 120717 N 1413.0 0307 387.35 120817 N 1414.0 0308 3,690.40 120817 N 1416.0 0309 285.81 121417 N 1417.0 0312 764.49 120617 N 1400.1 0315 26,335.83 121217 N 314C 0 006 0102 1,169.67 E.W. @ F.A.(+) 062317 N 1175.0 0103 1,453.19 062317 N 1176.0 0113 1,171.30 061617 N 1428.0 0114 3,020.69 081017 N 1429.0 007 0106 1,791.97 E.W. @ F.A.(+) 110217 N 1377.0 0107 3,379.12 110317 N 1378.0 0108 1,658.94 110617 N 1379.0 008 0011 2,773.05 A.C. @ U.P.(+) 121917 N 11C 0 019 0003 2,520.00 A.C. @ L.S.(+) 011818 N 3C 0 031 0063 2,183.60 E.W. @ F.A.(+) 120817 N 1415.0 0064 955.54 121917 N 1418.0 044 0007 679.06 E.W. @ F.A.(+) 111717 N 1419.0 65,011.21 TOTAL THIS ESTIMATE 1,043,959.31 TOTAL PREVIOUS ESTIMATE 1,108,970.52 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 01/25/18 EST. NO. 038 TIME 10:10 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 ANNUAL SOLID WASTE -10,000.00 025 ANNUAL SOLID WASTE 10,000.00 026 HMA DENSITY3/27/17-4 79,406.25 031 HMA DENSITY5/2/17-6/ 10,346.88 031 HMA.DENSITY6.10-8.3 -2,160.62 034 DENISTYCORES143B-172 27,778.75 035 DENSITYCORS304A-304 3,850.00 035 0.00 -136,042.24 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 DELINQ JUNE-OCT CPR 10,000.00 026 DELINQ SEPTEMBER CPR 7,000.00 026 DELINQ JULY&AUG CPRS 10,000.00 027 MISS DOCS & PAY DISC -10,000.00 037 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -146,042.24 PROGRAM CAS145 PAGE 1 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 LOCATION 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 1,350,000.00 637.000 1,911,000 004 CONSTRUCTION AREA SIGNS LS 39,425.0000 39,425.00 0.874 34,457 005 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.998 598,800 006 TYPE II BARRICADE EA 85.0000 2,550.00 21.000 1,785 007 TYPE III BARRICADE EA 200.0000 2,000.00 7.000 1,400 008 CHANNELIZER (SURFACE MOUNTED) EA 39.8000 6,766.00 145.000 5,771 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 30,000.00 5.500 27,500 010 TEMPORARY RAILING (TYPE K) LF 7.0000 973,000.00 130,260.000 911,820 011 TEMPORARY CRASH CUSHION MODULE EA 260.0000 377,000.00 973.000 252,980 012 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 0.990 84,150 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.924 4,620 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 1.000 500.00 18.500 9,250 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,000.00 6.000 1,500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 37,800.00 197,892.000 39,578 019 TEMPORARY COVER SQYD 2.5000 100,000.00 6,211.160 15,527 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 6,000.00 23.000 6,900 021 TEMPORARY FIBER ROLL LF 2.8500 102,600.00 83,234.000 237,216 022 TEMPORARY GRAVEL BAG BERM LF 4.2500 42,500.00 3,608.000 15,334 PROGRAM CAS145 PAGE 2 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,766.000 34,181 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 72,000.00 6.044 36,264 025 STREET SWEEPING LS 200,000.0000 200,000.00 0.998 199,600 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.995 24,875 027 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.800 4,000 028 TEMPORARY FENCE (TYPE ESA) LF 2.7000 297,000.00 103,930.000 280,611 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.2400 83,280.00 35,842.000 8,602 (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 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 28.000 7,700 037 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 54,600.00 196,798.000 39,359 038 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 10,872.00 1,438.000 2,588 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 31,600.00 111,545.000 22,309 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3500 26,320.00 2,320.000 5,452 041 REMOVE PAVEMENT MARKER EA 0.6000 3,366.00 4,598.000 2,758 042 REMOVE ROADSIDE SIGN EA 250.0000 6,250.00 14.000 3,500 043 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 0.000 0 044 REMOVE PIPE (LF) LF 25.0000 20,000.00 763.000 19,075 045 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 33.000 19,800 049 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 7,072.20 12,089.000 7,253 PROGRAM CAS145 PAGE 3 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DELINEATOR EA 25.0000 6,250.00 250.000 6,250 051 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 10,548.000 73,836 053 SALVAGE GUARDRAIL LF 10.0000 20,500.00 2,526.500 25,265 054 RECONSTRUCT ROCK SLOPE PROTECTION CY 20.0000 13,200.00 835.000 16,700 055 RECONSTRUCT USFS MONUMENT SIGN EA 15,000.0000 30,000.00 2.000 30,000 STRUCTURE 056 RECONSTRUCT MORMON TRAIL MONUMENT EA 9,000.0000 9,000.00 1.000 9,000 057 RESET GATE EA 3,500.0000 3,500.00 1.000 3,500 058 RESET MARKER EA 30.0000 11,100.00 193.000 5,790 059 RESET ROADSIDE SIGN EA 220.0000 28,600.00 88.000 19,360 060 RELOCATE ROADSIDE SIGN EA 220.0000 7,260.00 24.000 5,280 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 513,000.00 345,588.260 518,382 062 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 17,837.000 11,594 066 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 290,200.00 3,033.000 303,300 067 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.0000 139,280.00 17,410.000 139,280 (F) 068 CORE CONCRETE LF 207.0000 3,105.00 15.000 3,105 069 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 1.000 64,000 072 BRIDGE REMOVAL (PORTION), LOCATION A LS 80,000.0000 80,000.00 1.000 80,000 073 CLEARING AND GRUBBING (LS) LS 210,000.0000 210,000.00 1.000 210,000 074 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.968 169,400 075 ROADWAY EXCAVATION CY 12.5000 4,925,000.00 389,807.020 4,872,587 076 ROCK EXCAVATION (CONTROLLED BLASTING) CY 5.7000 213,750.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,667.500 25,122 079 STRUCTURE EXCAVATION (BRIDGE) CY 56.0000 142,912.00 2,458.000 137,648 (F) 080 STRUCTURE EXCAVATION (TYPE D) CY 48.0000 194,208.00 4,046.000 194,208 (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 3,402.400 136,096 (F) 084 STRUCTURE BACKFILL (RETAINING WALL) CY 41.0000 103,935.00 1,490.000 61,090 (F) 085 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 64.0000 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 18,400.00 338.970 38,981 088 SLOW-RELEASE FERTILIZER LB 3.5500 852.00 546.000 1,938 089 PLANT (GROUP H) EA 16.0000 14,880.00 0.000 0 090 TRANSPLANT TREE EA 405.0000 409,050.00 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 2,184.000 32,760 093 PLANT ESTABLISHMENT WORK LS 27,000.0000 27,000.00 0.072 1,944.00 0.200 5,400 094 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 7,650.00 10.000 5,100 095 HYDROSEED SQFT 0.0700 275,800.00 3,711,471.000 259,802 096 CLASS 2 AGGREGATE BASE (CY) CY 21.5000 1,513,600.00 63,382.200 1,362,717 097 HOT MIX ASPHALT (TYPE A) TON 77.0000 15,631,000.00 2,000.000 154,000.00 187,241.440 14,417,590 098 HOT MIX ASPHALT (LEVELING) TON 74.6000 1,805,320.00 7,860.640 586,403 099 RUMBLE STRIP STA 16.0000 15,040.00 652.460 10,439.36 832.460 13,319 100 DATA CORE LS 2,450.0000 2,450.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 2,370.00 790.410 2,371 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 34,650.00 15,005.470 33,762 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 16,700.00 5,709.860 14,274 PROGRAM CAS145 PAGE 5 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,080.00 572.600 12,024 (MISCELLANEOUS AREA) 105 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 336,000.00 206.690 289,366 106 TACK COAT TON 1,400.0000 128,800.00 213.170 298,438 107 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 1.000 73,000 113 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 215.0000 155,875.00 759.000 163,185 114 STRUCTURAL CONCRETE, BRIDGE CY 658.0000 1,790,418.00 2,531.000 1,665,398 (F) 115 STRUCTURAL CONCRETE, WALL CY 430.0000 138,460.00 488.300 209,969 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL CY 485.0000 590,730.00 701.000 339,985 (F) 117 AGGREGATE BASE (APPROACH SLAB) CY 276.0000 5,520.00 20.000 5,520 118 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 167,450.00 197.000 167,450 (TYPE R MODIFIED) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.0000 416,520.00 447.000 348,660 (F) (TYPE N MODIFIED) 120 STRUCTURAL CONCRETE, BOX CULVERT CY 860.0000 901,280.00 79.080 68,008.80 911.400 783,804 (F) 121 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 388,080.00 243.780 307,162 (F) 122 CONCRETE SURFACE TEXTURE SQFT 10.3500 155,053.35 14,095.000 145,883 (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 13,734.00 172.000 7,224 125 JOINT SEAL (MR 1") LF 50.0000 10,500.00 209.000 10,450 126 JOINT SEAL (MR 2") LF 67.0000 12,663.00 182.000 12,194 127 BAR REINFORCING STEEL LB 1.1400 338,419.26 321,538.000 366,553 (F) 128 BAR REINFORCING STEEL (BRIDGE) LB 0.9500 511,775.45 518,950.000 493,002 (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 556,862.40 366,375.000 527,580 (F) (BRIDGE) PROGRAM CAS145 PAGE 6 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 600 137 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 28.000 8,400 138 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 8.000 4,016 140 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 78,397.000 164,633 142 24" REINFORCED CONCRETE PIPE LF 91.0000 50,960.00 201.250 18,313 143 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 58.320 20,703 147 18" CORRUGATED STEEL PIPE (.079" THICK) LF 67.0000 343,710.00 4,255.640 285,127 148 24" CORRUGATED STEEL PIPE (.079" THICK) LF 88.0000 160,160.00 1,716.570 151,058 149 30" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 77,000.00 792.780 79,278 150 36" CORRUGATED STEEL PIPE (.079" THICK) LF 108.0000 85,320.00 667.290 72,067 151 48" CORRUGATED STEEL PIPE (.079" THICK) LF 132.0000 60,720.00 501.470 66,194 152 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 69.150 13,207 154 72" CORRUGATED STEEL PIPE (.138" THICK) LF 208.0000 74,880.00 689.000 143,312 155 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 21,140.00 160.000 24,160 PROGRAM CAS145 PAGE 7 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 55.000 19,250 160 24" STEEL FLARED END SECTION EA 425.0000 11,050.00 25.000 10,625 161 30" STEEL FLARED END SECTION EA 787.0000 5,509.00 9.000 7,083 162 36" STEEL FLARED END SECTION EA 1,250.0000 18,750.00 12.000 15,000 163 ROCK SLOPE PROTECTION CY 70.0000 46,200.00 485.000 33,950 (1/4 T, METHOD B) (TON) 164 ROCK SLOPE PROTECTION CY 90.0000 59,400.00 548.290 49,346 (LIGHT, METHOD B) (CY) 165 ROCK SLOPE PROTECTION (1T, METHOD B) CY 107.0000 107,000.00 1,091.900 116,833 166 CONCRETE (CHANNEL LINING) CY 535.0000 203,300.00 660.700 353,474 167 SLOPE PAVING (CONCRETE) CY 399.0000 3,990.00 80.000 31,920 168 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 12,600.00 4,125.300 16,501 169 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 69,840.00 137.190 79,844 CURB RAMP) 172 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 3,500.00 5.500 2,750 173 MISCELLANEOUS IRON AND STEEL LB 2.3500 48,917.60 16,618.000 39,052 (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 3,293.000 65,860 180 CHAIN LINK FENCE (TYPE CL-8) LF 22.0000 28,600.00 1,300.000 28,600 181 16' CHAIN LINK GATE (TYPE CL-6) EA 1,900.0000 1,900.00 1.000 1,900 182 SURVEY MONUMENT (TYPE D) EA 250.0000 2,500.00 7.500 1,875 183 DELINEATOR (CLASS 2) EA 46.0000 25,760.00 506.000 23,276 184 OBJECT MARKER EA 56.0000 1,512.00 8.000 448 PROGRAM CAS145 PAGE 8 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,678.400 251,638 186 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 57,360.00 2,025.000 48,600 187 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 187,800.00 6,596.130 197,883 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 PIPE HANDRAILING LF 71.0000 17,111.00 118.500 8,413 (F) 190 CABLE RAILING LF 22.0000 49,324.00 2,051.000 45,122 (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 8.000 25,600 193 END CAP (TYPE A) EA 91.0000 273.00 3.000 273 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 665.0000 19,285.00 27.000 17,955 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 48,000.00 15.000 45,000 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 21.000 52,500 197 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 198 ALTERNATIVE CRASH CUSHION SYSTEM EA 20,000.0000 60,000.00 2.000 40,000 199 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 32.300 10,788 203 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 150,125.00 1,201.000 150,125 204 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 3,887.000 9,134 207 THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 71,640.00 221,919.000 39,945 (SPRAYABLE) 208 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 82,260.00 429,212.000 77,258 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.3600 5,262.80 3,959.500 9,344 210 PAVEMENT MARKER EA 5.9000 59,590.00 3,913.500 23,089 (RETROREFLECTIVE-RECESSED) 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,300.0000 3,300.00 1.000 3,300 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 215,000 213 LIGHTING LS 205,000.0000 205,000.00 0.990 202,950 214 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 30,000.0000 30,000.00 1.000 30,000 215 FLASHING BEACON SYSTEM LS 80,000.0000 80,000.00 0.923 73,840 216 MODIFY FLASHING BEACON LS 16,000.0000 16,000.00 1.000 16,000 217 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 1.000 32,000 (COUNT) 218 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 1.000 200,000 219 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 1.000 200,000 220 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 27,000.0000 27,000.00 1.000 27,000 221 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 30,380.00 208.000 50,960 PROGRAM CAS145 PAGE 10 DATE 01/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 10:10 AM ESTIMATE NO. 038 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 01/18/18 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 01/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 234,892.16 41,055,970.39 ADJUSTMENT OF COMPENSATION 5,293.05 -1,817,000.16 EXTRA WORK 59,718.16 2,925,970.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,903.37 42,164,940.91 224 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 299,903.37 44,104,940.91 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -146,042.24 TOTAL 299,903.37 43,958,898.67 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 01/18/18 655 82 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY LENART, ELVIRA RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/18