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 09/20/18 EST. NO. 018 TIME 03:38 PM R.E. NAME: HAMM, JEFFREY 03-0F3104 --------------------------------------------------------------------------- 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 0228 463.47 E.W. @ F.A.(+) 071118 Y 0339.0 0229 702.78 071218 Y 0340.0 0230 591.35 072118 Y 0342.0 0231 154.49 072318 Y 0343.0 0232 899.90 071918 Y 0344.0 0233 1,345.12 072618 Y 0345.0 0234 299.19 042718 N 0347.0 0235 1,101.90 042618 N 0348.0 0236 740.53 043018 N 0349.0 0237 1,588.09 043018 N 0350.0 0238 1,273.59 050118 N 0351.0 0239 795.22 050418 N 0352.0 0240 740.53 050718 N 0353.0 0241 740.53 051018 N 0354.0 0242 642.98 050318 N 0355.0 0243 959.29 052318 N 0356.0 0244 1,358.27 052418 N 0357.0 0245 1,109.72 052918 N 0358.0 0246 1,191.65 053018 N 0359.0 0247 2,352.44 060118 N 0360.0 0248 526.22 060618 N 0361.0 0249 1,055.03 061418 N 0362.0 0250 1,355.55 061518 N 0363.0 033 0011 905.69 E.W. @ F.A.(+) 072318 N 0346.0 22,893.53 TOTAL THIS ESTIMATE 448,830.77 TOTAL PREVIOUS ESTIMATE 471,724.30 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 09/20/18 EST. NO. 018 TIME 03:38 PM R.E. NAME: HAMM, JEFFREY 03-0F3104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INSPECTION -5,000.00 006 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 LOCATION PROGRESS ESTIMATE 03-ED-49-24.0/ .0 ----------------- M.C.M. CONSTRUCTION, INC. EL DORADO COUNTY NEAR COLOMA FROM 6413 32ND STREET 0.1 MILE EAST OF MARSHALL ROAD TO NORTH HIGHLANDS CA 95660 0.3 MILE EAST OF LOTUS ROAD, AT SOUTH FORK AMERICAN RIVER BR NO. 25-0021 FED. AID NO. ACST-P049-1(69 ) REPLACE BRIDGE 25-0021 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500 005 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.084 6,300.00 1.000 75,000 006 TYPE III BARRICADE EA 100.0000 5,600.00 31.000 3,100 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 2,100.00 494.000 1,482 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 21,300.00 31,655.000 15,827 009 TRAFFIC PLASTIC DRUM EA 50.0000 13,000.00 115.000 5,750 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.084 1,680.00 1.000 20,000 011 TEMPORARY RAILING (TYPE K) LF 30.0000 78,600.00 3,700.000 111,000 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 40,000.00 6.000 30,000 013 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.084 8,400.00 1.000 100,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 21.000 10,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 50,400.00 20.000 14,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT EA 300.0000 3,000.00 4.000 1,200 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 4,840.00 774.000 774.00 10,385.000 10,385 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 4.0000 19,360.00 1,667.000 6,668.00 3,000.000 12,000 021 TEMPORARY CHECK DAM LF 4.0000 3,600.00 525.000 2,100 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 5,400.00 2.000 400 PROGRAM CAS145 PAGE 2 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.5000 38,750.00 7,260.000 18,150 024 TEMPORARY GRAVEL BAG BERM LF 11.0000 880.00 150.000 1,650 025 TEMPORARY LARGE SEDIMENT BARRIER LF 8.0000 4,000.00 496.000 3,968 026 TEMPORARY REINFORCED SILT FENCE LF 7.0000 7,000.00 0.000 0 027 TEMPORARY SILT FENCE LF 2.0000 2,000.00 200.000 400.00 2,200.000 4,400 028 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 27,500.00 1.000 5,500.00 3.000 16,500 029 STREET SWEEPING LS 50,000.0000 50,000.00 0.084 4,200.00 1.000 50,000 030 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.084 1,680.00 1.000 20,000 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 600.0000 36,000.00 16.000 9,600.00 73.000 43,800 032 WATER QUALITY MONITORING REPORT EA 250.0000 15,000.00 10.000 2,500 033 ASBESTOS COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000 034 TEMPORARY FENCE (TYPE ESA) LF 3.0000 3,840.00 1,400.000 4,200 035 WORK AREA MONITORING (BRIDGE) LS 10,000.0000 10,000.00 1.000 10,000 036 TREATED WOOD WASTE LB 1.0000 5,170.00 0.000 0 037 REMOVE EXISTING WATER LINE (ASBESTOS LF 70.0000 84,000.00 600.000 42,000 CEMENT PIPE) 038 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 600.0000 90,000.00 111.000 66,600 039 ABANDON CULVERT (LF) LF 60.0000 12,600.00 267.600 16,056 040 OBLITERATE SURFACING SQYD 5.0000 16,150.00 3,368.000 16,840 041 REMOVE FENCE (TYPE BW) LF 6.0000 5,700.00 950.000 5,700.00 950.000 5,700 042 REMOVE GUARDRAIL LF 15.0000 4,950.00 330.000 4,950 043 REMOVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 044 REMOVE PAINTED TRAFFIC STRIPE (WATER LF 2.0000 50,200.00 530.000 1,060.00 8,004.000 16,008 BLASTING) 045 REMOVE PAINTED PAVEMENT MARKING (WATER SQFT 10.0000 5,100.00 358.000 3,580 BLASTING) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 27,400.00 9,575.000 19,150 (WATER BLASTING) 047 REMOVE ROADSIDE SIGN EA 150.0000 4,050.00 9.000 1,350.00 25.000 3,750 048 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 1.000 800.00 1.000 800 049 REMOVE CULVERT (LF) LF 50.0000 30,500.00 622.000 31,100 PROGRAM CAS145 PAGE 3 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,500.0000 12,000.00 8.000 12,000 051 REMOVE HEADWALL EA 1,500.0000 9,000.00 6.000 9,000 052 RESET ROADSIDE SIGN EA 200.0000 600.00 2.000 400.00 2.000 400 053 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 2.000 500.00 4.000 1,000 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 17,160.00 3,494.000 20,964.00 3,494.000 20,964 055 BRIDGE REMOVAL LS 500,000.0000 500,000.00 0.970 485,000 056 SALVAGE BEARING ASSEMBLIES EA 300.0000 1,800.00 6.000 1,800 057 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 058 ROADWAY EXCAVATION CY 25.0000 502,500.00 2,646.800 66,170.00 23,994.000 599,850 059 SOIL FILLED (CELLULAR CONFINEMENT SQFT 7.0000 66,500.00 9,500.000 66,500 SYSTEM) 060 STRUCTURE EXCAVATION (BRIDGE) CY 160.0000 109,440.00 684.000 109,440 (F) 061 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 10,600.00 53.000 10,600 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 20,340.00 1,017.000 20,340 (F) 063 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 30.0000 12,600.00 420.000 12,600 (F) 064 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 54,560.00 341.000 54,560 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) CY 160.0000 142,560.00 891.000 142,560 (F) 066 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 4,000.00 40.000 4,000 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING CY 185.0000 8,140.00 44.000 8,140 (F) WALL) 068 DITCH EXCAVATION CY 150.0000 5,850.00 39.000 5,850 069 IMPORTED BORROW (CY) CY 3.0000 8,100.00 100.000 300 070 GRAVEL MULCH SQFT 1.0000 47,200.00 0.000 0 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,300.0000 3,900.00 2.000 2,600.00 3.000 3,900 072 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3500 55,650.00 118,772.000 41,570.20 159,000.000 55,650 (SQFT) 073 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 18,060.00 25,800.000 18,060.00 25,800.000 18,060 074 FIBER ROLLS LF 3.0000 19,440.00 6,080.000 18,240.00 6,480.000 19,440 075 COMPOST SQFT 0.5000 12,900.00 25,800.000 12,900.00 25,800.000 12,900 076 INCORPORATE MATERIALS SQFT 0.5000 2,680.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (RIVER SHORE MATERIAL) SQFT 3.0000 57,600.00 0.000 0 078 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 458,500.00 328.000 22,960.00 7,533.000 527,310 079 HOT MIX ASPHALT (TYPE A) TON 100.0000 455,000.00 463.620 46,362.00 5,190.180 519,018 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 286,000.00 2,042.680 265,548.40 2,042.680 265,548 081 PLACE HOT MIX ASPHALT SQYD 10.0000 14,200.00 50.000 500.00 1,606.000 16,060 (MISCELLANEOUS AREA) 082 TACK COAT TON 4,000.0000 17,600.00 6.820 27,280.00 12.660 50,640 083 SOIL NAIL LF 45.0000 107,325.00 2,385.000 107,325 084 TEMPORARY PEDESTRIAN WALKWAY LS 125,000.0000 125,000.00 1.000 125,000 085 TEMPORARY SHEAR KEY LS 5,000.0000 5,000.00 1.000 5,000 086 FURNISH STEEL PILING (HP 10 X 57) LF 30.0000 17,430.00 581.000 17,430 087 DRIVE STEEL PILE (HP 10 X 57) EA 4,000.0000 88,000.00 22.000 88,000 088 FURNISH STEEL PILING (HP 14 X 89) LF 45.0000 52,920.00 1,176.000 52,920 089 DRIVE STEEL PILE (HP 14 X 89) EA 3,000.0000 108,000.00 36.000 108,000 090 96" PERMANENT STEEL CASING LF 400.0000 38,400.00 96.000 38,400 091 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,500.0000 489,000.00 326.000 489,000 092 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,400.0000 134,400.00 96.000 134,400 093 PRESTRESSING CAST-IN-PLACE CONCRETE LS 180,000.0000 180,000.00 1.000 180,000 094 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 425.0000 48,450.00 114.000 48,450 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 2,202.0000 3,672,936.00 1,646.000 3,624,492 (F) 096 STRUCTURAL CONCRETE, BRIDGE CY 909.0000 798,102.00 873.000 793,557 (F) (POLYMER FIBER) 097 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 153,000.00 306.000 153,000 (F) 098 STRUCTURAL CONCRETE, SOIL NAIL WALL CY 1,000.0000 102,000.00 102.000 102,000 (F) 099 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 30,000.00 10.000 15,000 (F) (TYPE EQ MODIFIED) 100 BEARING GROUT CY 2,200.0000 4,400.00 2.000 4,400 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 RANDOM ROUGH STACKED ROCK TEXTURE SQFT 10.0000 57,090.00 5,531.000 55,310 (F) 103 PRECAST CONCRETE BAT HOUSE EA 850.0000 3,400.00 4.000 3,400 PROGRAM CAS145 PAGE 5 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PTFE SPHERICAL BEARING EA 6,000.0000 36,000.00 6.000 36,000 105 JOINT SEAL (MR 1/2") LF 95.0000 5,700.00 0.000 0 106 JOINT SEAL ASSEMBLY (MR 7") LF 2,000.0000 88,000.00 0.000 0 107 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 628,068.00 628,068.000 628,068 (F) 108 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 30,847.00 30,847.000 30,847 (F) 109 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.0000 16,782.00 16,782.000 16,782 (F) 110 BAR REINFORCING STEEL (GALVANIZED) LB 3.0000 4,971.00 1,657.000 4,971 (F) 111 STRUCTURAL SHOTCRETE CY 700.0000 35,000.00 50.000 35,000 (F) 112 STRUCTURAL STEEL (PIPE PIN) LB 20.0000 58,600.00 2,930.000 58,600 (F) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 0.000 0 (0.063"-UNFRAMED) 114 ROADSIDE SIGN - ONE POST EA 300.0000 13,500.00 45.000 13,500.00 45.000 13,500 115 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 3.000 1,200.00 3.000 1,200 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 880.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 748.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,008.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,050.00 0.000 0 120 ROCK STAIN SQFT 4.0000 10,760.00 3,939.000 15,756.00 3,939.000 15,756 121 PREPARE AND PAINT CONCRETE SQFT 5.0000 18,285.00 3,657.000 18,285.00 3,657.000 18,285 122 CONCRETE BACKFILL (PIPE TRENCH) CY 500.0000 1,150.00 2.300 1,150 (F) 123 18" REINFORCED CONCRETE PIPE LF 125.0000 202,500.00 15.000 1,875.00 1,657.000 207,125 124 24" REINFORCED CONCRETE PIPE LF 185.0000 17,760.00 88.000 16,280 125 18" CORRUGATED STEEL PIPE (.138" THICK) LF 150.0000 19,500.00 140.000 21,000 126 4" PLASTIC PIPE UNDERDRAIN LF 40.0000 480.00 12.000 480 127 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 7.0000 2,310.00 325.000 2,275 128 ANCHOR ASSEMBLY EA 660.0000 1,320.00 2.000 1,320 PROGRAM CAS145 PAGE 6 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 DRAINAGE INLET MARKER EA 50.0000 850.00 0.000 0 130 12" WELDED STEEL PIPE CASING (BRIDGE) LF 120.0000 3,600.00 30.000 3,600 131 14" WELDED STEEL PIPE CASING (BRIDGE) LF 300.0000 170,700.00 569.000 170,700 132 36" PRECAST CONCRETE PIPE INLET LF 650.0000 8,450.00 13.000 8,450 133 ROCK SLOPE PROTECTION CY 90.0000 119,700.00 189.000 17,010.00 1,327.000 119,430 (F) (LIGHT, METHOD B) (CY) 134 ROCK SLOPE PROTECTION CY 250.0000 17,000.00 68.000 17,000 (F) (FACING, METHOD B) (CY) 135 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 11.0000 21,780.00 566.000 6,226.00 3,039.900 33,438 136 MINOR CONCRETE (GUTTER) (LF) LF 100.0000 29,000.00 290.000 29,000 137 MINOR CONCRETE (GUTTER DEPRESSION) CY 990.0000 22,770.00 1.000 990.00 23.000 22,770 138 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 750.0000 375,000.00 37.000 27,750.00 487.000 365,250 AND DRIVEWAY) 139 MINOR CONCRETE (TEXTURED PAVING) CY 1,500.0000 22,500.00 15.000 22,500 140 MINOR CONCRETE (CURB RAMP) CY 1,300.0000 24,700.00 19.000 24,700 141 MISCELLANEOUS IRON AND STEEL LB 3.0000 13,407.00 167.000 501.00 4,397.000 13,191 (F) 142 MISCELLANEOUS METAL (BRIDGE) LB 11.0000 62,865.00 5,715.000 62,865 (F) 143 6" WATER MAIN PIPE (EAST END) LF 160.0000 211,200.00 1,346.000 215,360 144 6" WATER MAIN PIPE (WEST END) LF 160.0000 272,000.00 1,680.000 268,800 145 6" WATER MAIN INSTALLATION THROUGH LF 125.0000 72,500.00 580.000 72,500 BRIDGE CASING 146 SERVICE CONNECTION EA 7,500.0000 37,500.00 6.000 45,000 147 FIRE HYDRANT CONNECTION EA 12,000.0000 24,000.00 3.000 36,000 148 1" AIR RELEASE VALVE EA 5,000.0000 25,000.00 6.000 30,000 149 TIE-IN TO EXISTING 6" LATERALS EA 15,000.0000 60,000.00 2.500 37,500 150 TIE-IN TO EXISTING 6" MAIN (EAST END) LS 12,000.0000 12,000.00 1.000 12,000 151 TIE-IN TO EXISTING 6" MAIN (WEST END) LS 12,000.0000 12,000.00 1.000 12,000 152 TEMPORARY PIPELINE AND TIE-INS AT BRIDGE LS 30,000.0000 30,000.00 1.000 30,000 (EAST END) 153 TEMPORARY PIPELINE AND TIE-INS AT BRIDGE LS 32,000.0000 32,000.00 1.000 32,000 (WEST END) 154 INSTALL FIBER OPTIC CONDUIT LF 42.0000 107,100.00 2,365.000 99,330 155 INSTALL FIBER OPTIC HANDHOLE EA 5,200.0000 26,000.00 4.000 20,800 PROGRAM CAS145 PAGE 7 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 WARNING MARKER (FIBER OPTIC) EA 100.0000 500.00 0.000 0 157 COLORED HOT MIX ASPHALT SQFT 2.5000 53,750.00 21,454.000 53,635.00 21,454.000 53,635 158 FENCE (TYPE BW, 4-STRAND) LF 12.0000 10,800.00 0.000 0 159 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 5,950.00 850.000 5,950 160 TEMPORARY 12' CHAIN LINK GATE EA 1,200.0000 1,200.00 1.000 1,200 (TYPE CL-6) 161 DELINEATOR (CLASS 1) EA 60.0000 840.00 14.000 840.00 14.000 840 162 MARKER (CULVERT) EA 50.0000 650.00 13.000 650.00 13.000 650 163 OBJECT MARKER (TYPE K-1) EA 50.0000 200.00 4.000 200.00 4.000 200 164 OBJECT MARKER (TYPE L-1) EA 60.0000 60.00 1.000 60.00 1.000 60 165 CABLE RAILING LF 35.0000 11,375.00 162.000 5,670 (F) 166 CABLE RAILING (MODIFIED) LF 40.0000 11,600.00 145.000 5,800 (F) 167 CALIFORNIA ST-10 BRIDGE RAIL LF 500.0000 555,000.00 832.000 416,000 (F) (MODIFIED WITH PEDESTRIAN RAILING) 168 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 8,280.00 1,200.000 7,200.00 1,200.000 7,200 (ENHANCED WET NIGHT VISIBILITY) 169 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,750.00 1,750.000 1,750.00 1,750.000 1,750 (BROKEN 36-12) 170 4" PERMANENT TAPE TRAFFIC STRIPE LF 4.0000 4,120.00 0.000 0 171 6" PERMANENT TAPE TRAFFIC STRIPE LF 6.0000 6,180.00 0.000 0 172 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,300.00 8,201.000 8,201.00 8,201.000 8,201 (ENHANCED WET NIGHT VISIBILITY) 173 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 10,095.00 6,730.000 10,095.00 6,730.000 10,095 (ENHANCED WET NIGHT VISIBILITY) 174 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 615.00 357.000 535.50 357.000 535 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 175 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 660.00 304.000 608.00 304.000 608 (ENHANCED WET NIGHT VISIBILITY) 176 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,760.00 403.000 1,612.00 403.000 1,612 177 COMMUNICATION CONDUIT (BRIDGE) LF 85.0000 48,365.00 569.000 48,365 178 MODIFYING EXISTING ELECTRICAL SYSTEM LS 80,000.0000 80,000.00 0.300 24,000 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 180 RIVER TRAFFIC COORDINATION LS 60,000.0000 60,000.00 0.084 5,040.00 1.000 60,000 181 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 TIME-RELATED OVERHEAD (LS) LS 800,000.0000 800,000.00 0.084 67,200.00 1.000 800,000 183 STRUCTURAL CONCRETE, HEADWALL CY 1,100.0000 22,000.00 0.300 330.00 20.000 22,000 (F) 184 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,300.0000 48,300.00 1.250 2,875.00 21.000 48,300 (F) 185 INSTALL ROADSIDE SIGN PANEL ON RETAINING EA 300.0000 300.00 1.000 300.00 1.000 300 WALL PROGRAM CAS145 PAGE 9 DATE 09/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3104 TIME 03:38 PM ESTIMATE NO. 018 BID OPENING 10/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: HAMM, JEFFREY DATE OF THIS ESTIMATE 09/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 865,016.10 14,552,256.30 ADJUSTMENT OF COMPENSATION 0.00 34,460.50 EXTRA WORK 22,893.53 437,263.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 887,909.63 15,023,980.60 186 MOBILIZATION LS 1,642,646.0000 1,642,646.00 1.000 1,642,646 ORIGINAL CONTRACT AMOUNT 16,682,260.00 TOTAL WORK COMPLETED 887,909.63 16,666,626.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 887,909.63 16,661,626.60 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 01/10/17 270 03/08/17 03/08/17 09/21/18 266 120 0 0 94% 99% PROGRESS IS SATISFACTORY HAMM, JEFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/18