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 11/24/15 EST. NO. 011 TIME 09:04 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 --------------------------------------------------------------------------- 006 0008 344.91 E.W. @ F.A.(+) 090315 N 0187.0 344.91 TOTAL THIS ESTIMATE 89,940.39 TOTAL PREVIOUS ESTIMATE 90,285.30 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 11/24/15 EST. NO. 011 TIME 09:04 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 0.00 -1,000.00 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 -5,000.00 -15,000.00 TOTAL DEDUCTIONS -5,000.00 -16,000.00 PROGRAM CAS145 PAGE 1 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 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 0.250 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 1,350,000.00 22.000 66,000.00 193.000 579,000 004 CONSTRUCTION AREA SIGNS LS 39,425.0000 39,425.00 0.010 394.25 0.630 24,837 005 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.050 30,000.00 0.427 256,200 006 TYPE II BARRICADE EA 85.0000 2,550.00 0.000 0 007 TYPE III BARRICADE EA 200.0000 2,000.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 39.8000 6,766.00 69.000 2,746 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 30,000.00 3.500 17,500 010 TEMPORARY RAILING (TYPE K) LF 7.0000 973,000.00 960.000 6,720.00 71,540.000 500,780 011 TEMPORARY CRASH CUSHION MODULE EA 260.0000 377,000.00 224.000 58,240 012 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 0.048 4,080.00 0.428 36,380 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.019 95.00 0.641 3,205 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 3.500 1,750 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,000.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 37,800.00 62,273.000 12,454 019 TEMPORARY COVER SQYD 2.5000 100,000.00 438.000 1,095 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 6,000.00 16.000 4,800 021 TEMPORARY FIBER ROLL LF 2.8500 102,600.00 4,304.000 12,266.40 19,940.000 56,829 022 TEMPORARY GRAVEL BAG BERM LF 4.2500 42,500.00 140.000 595.00 1,219.000 5,180 PROGRAM CAS145 PAGE 2 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,145.00 482.000 1,687.00 6,816.000 23,856 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 72,000.00 5.000 30,000 025 STREET SWEEPING LS 200,000.0000 200,000.00 0.048 9,600.00 0.428 85,600 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.048 1,200.00 0.232 5,800 027 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.700 3,500 028 TEMPORARY FENCE (TYPE ESA) LF 2.7000 297,000.00 1,765.000 4,765.50 73,612.000 198,752 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.2400 83,280.00 23,070.000 5,536 (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 5,700.000 1,368 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 200,000.0000 200,000.00 0.052 10,400.00 0.642 128,400 033 ABANDON CULVERT (LF) LF 20.0000 49,200.00 1,525.000 30,500 034 OBLITERATE SURFACING SQYD 2.5000 6,650.00 1,680.000 4,200 035 REMOVE MAIL BOX EA 40.0000 3,200.00 53.000 2,120 036 REMOVE FLARED END SECTION EA 275.0000 7,700.00 17.000 4,675 037 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 54,600.00 20,058.000 4,011 038 REMOVE PAINTED PAVEMENT MARKING SQFT 1.8000 10,872.00 0.000 0 039 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 20,000.00 120.000 3,000 045 REMOVE REINFORCED CONCRETE BOX CULVERT CY 125.0000 15,000.00 0.000 0 (CY) 046 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 047 REMOVE INLET EA 700.0000 2,800.00 3.000 2,100 048 REMOVE HEADWALL EA 600.0000 48,000.00 24.000 14,400 049 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 7,072.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 052 SALVAGE GUARDRAIL (STEEL POST) LF 7.0000 88,900.00 6,883.000 48,181 053 SALVAGE GUARDRAIL LF 10.0000 20,500.00 1,095.000 10,950 054 RECONSTRUCT ROCK SLOPE PROTECTION CY 20.0000 13,200.00 0.000 0 055 RECONSTRUCT USFS MONUMENT SIGN EA 15,000.0000 30,000.00 0.250 3,750 STRUCTURE 056 RECONSTRUCT MORMON TRAIL MONUMENT EA 9,000.0000 9,000.00 0.050 450 057 RESET GATE EA 3,500.0000 3,500.00 0.000 0 058 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 15,902.430 23,853 062 REMOVE CONCRETE (SQYD) SQYD 15.0000 4,800.00 164.870 2,473 063 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 48.000 672 065 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 0.000 0 069 CAP INLET EA 1,000.0000 32,000.00 20.000 20,000 070 SAND BACKFILL CY 68.0000 23,120.00 219.000 14,892 071 BRIDGE REMOVAL, LOCATION C LS 64,000.0000 64,000.00 0.050 3,200 072 BRIDGE REMOVAL (PORTION), LOCATION A LS 80,000.0000 80,000.00 0.100 8,000.00 0.900 72,000 073 CLEARING AND GRUBBING (LS) LS 210,000.0000 210,000.00 0.850 178,500 074 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.048 8,400.00 0.424 74,200 075 ROADWAY EXCAVATION CY 12.5000 4,925,000.00 10,185.000 127,312.50 246,367.620 3,079,595 076 ROCK EXCAVATION (CONTROLLED BLASTING) CY 5.7000 213,750.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 079 STRUCTURE EXCAVATION (BRIDGE) CY 56.0000 142,912.00 633.000 35,448.00 1,440.000 80,640 (F) 080 STRUCTURE EXCAVATION (TYPE D) CY 48.0000 194,208.00 0.000 0 (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 77.580 2,094 (F) 083 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 137,080.00 110.000 4,400 (F) 084 STRUCTURE BACKFILL (RETAINING WALL) CY 41.0000 103,935.00 0.000 0 (F) 085 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 64.0000 5,824.00 0.000 0 (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 28.110 3,232.65 118.810 13,663 088 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 12.300 4,981.50 904.940 366,500 091 TRANSPLANT CACTUS EA 66.0000 33,000.00 0.704 46.46 49.888 3,292 092 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 2.000 1,020 095 HYDROSEED SQFT 0.0700 275,800.00 0.000 0 096 CLASS 2 AGGREGATE BASE (CY) CY 21.5000 1,513,600.00 8,271.000 177,826.50 19,752.400 424,676 097 HOT MIX ASPHALT (TYPE A) TON 77.0000 15,631,000.00 4,794.840 369,202 098 HOT MIX ASPHALT (LEVELING) TON 74.6000 1,805,320.00 0.000 0 099 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 0.000 0 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 34,650.00 0.000 0 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 16,700.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (MISCELLANEOUS AREA) 105 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 336,000.00 9.500 13,300 106 TACK COAT TON 1,400.0000 128,800.00 15.460 21,644 107 SOIL NAIL LF 26.0000 234,416.00 2,071.000 53,846.00 3,778.000 98,228 108 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 0.000 0 PILE (SIGN FOUNDATION) 112 PRESTRESSING CAST-IN-PLACE CONCRETE LS 73,000.0000 73,000.00 0.000 0 113 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 215.0000 155,875.00 192.000 41,280 114 STRUCTURAL CONCRETE, BRIDGE CY 658.0000 1,790,418.00 28.000 18,424 (F) 115 STRUCTURAL CONCRETE, WALL CY 430.0000 138,460.00 0.000 0 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL CY 485.0000 590,730.00 0.000 0 (F) 117 AGGREGATE BASE (APPROACH SLAB) CY 276.0000 5,520.00 0.000 0 118 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 167,450.00 0.000 0 (TYPE R MODIFIED) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.0000 416,520.00 0.000 0 (F) (TYPE N MODIFIED) 120 STRUCTURAL CONCRETE, BOX CULVERT CY 860.0000 901,280.00 35.000 30,100.00 35.000 30,100 (F) 121 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 388,080.00 8.850 11,151.00 71.510 90,102 (F) 122 CONCRETE SURFACE TEXTURE SQFT 10.3500 155,053.35 0.000 0 (F) 123 DRILL AND BOND DOWEL LF 22.0000 8,800.00 0.000 0 124 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 66,634.000 75,962.76 66,634.000 75,962 (F) 128 BAR REINFORCING STEEL (BRIDGE) LB 0.9500 511,775.45 1,165.000 1,106.75 37,144.790 35,287 (F) 129 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 195,689.75 17,437.000 20,052.55 26,084.000 29,996 (F) 130 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4400 556,862.40 8,220.000 11,836 (F) (BRIDGE) PROGRAM CAS145 PAGE 6 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 55.200 50,784.00 55.200 50,784 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0500 46,613.15 0.000 0 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 5,349.05 0.000 0 (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 0.000 0 141 PREPARE AND STAIN CONCRETE SQFT 2.1000 190,896.30 0.000 0 142 24" REINFORCED CONCRETE PIPE LF 91.0000 50,960.00 30.900 2,811 143 36" REINFORCED CONCRETE PIPE LF 143.0000 12,012.00 0.000 0 144 42" REINFORCED CONCRETE PIPE LF 138.0000 46,920.00 0.000 0 145 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 0.000 0 147 18" CORRUGATED STEEL PIPE (.079" THICK) LF 67.0000 343,710.00 1,034.000 69,278.00 1,129.000 75,643 148 24" CORRUGATED STEEL PIPE (.079" THICK) LF 88.0000 160,160.00 69.800 6,142.40 684.820 60,264 149 30" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 77,000.00 662.880 66,288 150 36" CORRUGATED STEEL PIPE (.079" THICK) LF 108.0000 85,320.00 26.600 2,872.80 502.290 54,247 151 48" CORRUGATED STEEL PIPE (.079" THICK) LF 132.0000 60,720.00 55.000 7,260.00 397.400 52,456 152 54" CORRUGATED STEEL PIPE (.109" THICK) LF 212.0000 13,780.00 39.400 8,352 153 66" CORRUGATED STEEL PIPE (.109" THICK) LF 191.0000 70,670.00 0.000 0 154 72" CORRUGATED STEEL PIPE (.138" THICK) LF 208.0000 74,880.00 311.900 64,875.20 337.900 70,283 155 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 0.000 0 (.064" THICK) 157 WELDED STEEL PIPE CASING (BRIDGE) LF 151.0000 21,140.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 87,948.00 349.000 87,948 159 18" STEEL FLARED END SECTION EA 350.0000 21,350.00 2.000 700 160 24" STEEL FLARED END SECTION EA 425.0000 11,050.00 0.000 0 161 30" STEEL FLARED END SECTION EA 787.0000 5,509.00 1.000 787 162 36" STEEL FLARED END SECTION EA 1,250.0000 18,750.00 1.000 1,250 163 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 15.300 1,377.00 126.900 11,421 (LIGHT, METHOD B) (CY) 165 ROCK SLOPE PROTECTION (1T, METHOD B) CY 107.0000 107,000.00 0.000 0 166 CONCRETE (CHANNEL LINING) CY 535.0000 203,300.00 0.000 0 167 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 47.000 188.00 384.000 1,536 169 MINOR CONCRETE (GUTTER) (CY) CY 455.0000 20,020.00 9.000 4,095 170 MINOR CONCRETE (MISCELLANEOUS CY 520.0000 4,680.00 0.000 0 CONSTRUCTION) 171 MINOR CONCRETE (CURB, SIDEWALK AND CY 582.0000 69,840.00 41.470 24,135 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 0.000 0 (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 48,000.00 240.000 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 15,320.00 766.000 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 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 -3,927.000 -102,102.00 0.000 0 186 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 57,360.00 -435.000 -10,440.00 0.000 0 187 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 187,800.00 0.000 0 188 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 0.000 0 (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 -3.000 -9,600.00 0.000 0 193 END CAP (TYPE A) EA 91.0000 273.00 -1.000 -91.00 0.000 0 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 665.0000 19,285.00 -11.000 -7,315.00 0.000 0 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 48,000.00 0.000 0 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 -7.000 -17,500.00 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 0.000 0 200 CONCRETE BARRIER (TYPE 60C) LF 115.0000 125,350.00 0.000 0 201 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 169.0000 37,180.00 0.000 0 202 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 0.000 0 204 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 58.0000 73,080.00 0.000 0 205 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 82,260.00 256,768.000 46,218 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.3600 5,262.80 1,980.000 4,672 210 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 0.100 330.00 0.200 660 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 -0.853 -174,865.00 0.068 13,940 214 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 30,000.0000 30,000.00 -0.294 -8,820.00 0.289 8,670 215 FLASHING BEACON SYSTEM LS 80,000.0000 80,000.00 -0.614 -49,120.00 0.120 9,600 216 MODIFY FLASHING BEACON LS 16,000.0000 16,000.00 -0.008 -128.00 0.392 6,272 217 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.028 896.00 0.321 10,272 (COUNT) 218 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 -0.633 -126,600.00 0.117 23,400 219 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 -0.345 -69,000.00 0.250 50,000 220 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 27,000.0000 27,000.00 -0.234 -6,318.00 0.544 14,688 221 ENVIRONMENTAL SENSOR STATION LS 43,000.0000 43,000.00 0.037 1,591.00 0.037 1,591 222 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 223 PAVING NOTCH EXTENSION CF 245.0000 30,380.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 11/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3401U4 TIME 09:04 AM ESTIMATE NO. 011 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 11/17/15 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 11/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 480,233.22 8,586,005.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 344.91 90,285.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 480,578.13 8,676,290.36 224 MOBILIZATION LS 1,940,000.0000 1,940,000.00 0.200 388,000.00 0.950 1,843,000 ORIGINAL CONTRACT AMOUNT 47,428,041.31 TOTAL WORK COMPLETED 868,578.13 10,519,290.36 MATERIALS ON HAND ON SITE 988,822.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -16,000.00 TOTAL 863,578.13 11,492,112.49 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 12/13/16 193 6 5 0 22% 42% PROGRESS IS SATISFACTORY LENART, ELVIRA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/24/15