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 12/28/20 EST. NO. 005 TIME 11:56 AM R.E. NAME: NATHAN ALTERON 03-4E62U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/28/20 EST. NO. 005 TIME 11:56 AM R.E. NAME: NATHAN ALTERON 03-4E62U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% WITHHOLD 9-1.16 -91,648.23 002 RELEASE 25% WITHHOLD 91,648.23 004 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/20 -10,000.00 005 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 205 -68,732.04 005 -68,732.04 -68,732.04 TOTAL DEDUCTIONS -78,732.04 -78,732.04 PROGRAM CAS145 PAGE 1 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 LOCATION RERUN PROGRESS ESTIMATE 03-ED-50-18.5/24.2 ----------------------- SECURITY PAVING COMAPNY INC NEAR PLACERVILLE AND CAMINO FROM 3075 TOWNSGATE ROAD, STE 200 0.2 MILES WEST OF STILL MEADOWS WESTLAKE VILLAGE CA 91361 ROAD TO 0.4 MILE EAST OF UPPER CARSON RD. FED. AID NO. ACNH-P050(152)E INSTALL MEDIAN BARRIER, WIDEN ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.250 750.00 0.250 750 003 TIME-RELATED OVERHEAD (LS) LS 735,000.0000 735,000.00 0.046 33,810.00 0.222 163,170 004 CONSTRUCTION AREA SIGNS LS 32,034.6800 32,034.68 0.039 1,249.35 0.684 21,911 005 TRAFFIC CONTROL SYSTEM LS 444,823.6800 444,823.68 0.066 29,358.36 0.290 128,998 006 TYPE III BARRICADE EA 105.0000 840.00 1.000 105 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.7000 7,178.00 438.000 1,620 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3400 15,470.00 10,637.000 3,616 009 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 31,000.00 10.000 1,000 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 16,000.0000 16,000.00 0.046 736.00 0.503 8,048 SYSTEMS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,000.0000 36,000.00 0.066 2,376.00 0.290 10,440 012 TEMPORARY RAILING (TYPE K) LF 18.0000 239,400.00 2,900.000 52,200 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,739.2100 174,784.20 3.000 26,217 014 TEMPORARY TRAFFIC SCREEN LF 9.0000 103,500.00 360.000 3,240 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.066 3,300.00 0.290 14,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.500 2,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 19,000.00 1.000 500.00 4.000 2,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 163.8600 12,944.94 1.000 163 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 TEMPORARY EROSION CONTROL BLANKET SQYD 55.0000 42,350.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 800.0000 14,400.00 1.000 800.00 2.000 1,600 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 13,200.00 3,699.600 4,069.56 6,899.100 7,589 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 6.0000 20,940.00 2,276.500 13,659.00 3,732.000 22,392 024 TEMPORARY CHECK DAM LF 23.0000 28,060.00 105.000 2,415.00 150.000 3,450 025 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 20,475.00 0.000 0 026 TEMPORARY FIBER ROLL LF 4.1500 10,375.00 60.000 249.00 288.000 1,195 027 TEMPORARY GRAVEL BAG BERM LF 6.0000 6,000.00 6.000 36 028 GRAVEL BAG BERM LF 6.0000 900.00 0.000 0 029 TEMPORARY REINFORCED SILT FENCE LF 4.5000 22,770.00 0.000 0 030 TEMPORARY SILT FENCE LF 3.5000 18,900.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,604.9300 25,234.51 1.000 3,604.93 1.000 3,604 032 STREET SWEEPING LS 238,446.0200 238,446.02 0.066 15,737.44 0.290 69,149 033 TEMPORARY CONCRETE WASHOUT LS 24,579.0300 24,579.03 0.000 0 034 TREATED WOOD WASTE LB 0.3900 9,243.00 778.000 303 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 38,998.7300 38,998.73 0.066 2,573.92 0.290 11,309 036 REMOVE DECORATIVE WELL EA 3,000.0000 3,000.00 0.000 0 037 TEMPORARY HIGH-VISIBILITY FENCE LF 9.1700 39,339.30 1,072.000 9,830 038 CLEARING AND GRUBBING (LS) LS 57,897.2800 57,897.28 0.350 20,264 039 ROADWAY EXCAVATION CY 24.0000 984,000.00 2,680.630 64,335.12 3,471.390 83,313 040 SHOULDER BACKING TON 489.0500 36,189.70 0.000 0 041 STRUCTURE EXCAVATION (BRIDGE) CY 78.0000 303,186.00 530.400 41,371.20 679.400 52,993 (F) 042 STRUCTURE EXCAVATION (CULVERT) CY 50.0000 76,500.00 143.000 7,150 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 23.0000 130,778.00 0.000 0 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 128.5300 186,754.09 0.000 0 (F) 045 STRUCTURE BACKFILL (CULVERT) CY 450.0000 315,900.00 0.000 0 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 90.0000 385,740.00 350.000 31,500.00 350.000 31,500 (F) 047 DITCH EXCAVATION CY 5.0000 1,050.00 0.000 0 048 ROADSIDE CLEARING LS 5,763.6600 5,763.66 0.000 0 049 ORGANIC FERTILIZER LB 2.1900 24.09 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 26.2200 2,281.14 0.000 0 051 PLANT (GROUP B) EA 117.9700 1,415.64 0.000 0 052 PLANT ESTABLISHMENT WORK LS 98,316.1300 98,316.13 0.000 0 053 GRAVEL MULCH SQFT 2.6000 2,860.00 0.000 0 054 DECOMPOSED GRANITE SQFT 4.7900 5,269.00 0.000 0 055 WOOD MULCH CY 327.7200 2,949.48 0.000 0 056 FOLIAGE PROTECTOR EA 148.5700 14,708.43 0.000 0 057 8" ABS COMPOSITE PIPE CONDUIT LF 87.3900 15,730.20 0.000 0 058 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 819.3000 7,373.70 0.000 0 059 DRY SEED (SQFT) SQFT 0.2200 3,564.00 0.000 0 060 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 41,800.00 24,144.190 4,828.84 24,144.190 4,828 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 85,800.00 0.000 0 062 FIBER ROLLS LF 2.9600 41,144.00 0.000 0 063 COMPOST (CY) CY 86.8500 15,633.00 0.000 0 064 INCORPORATE MATERIALS SQFT 0.0500 2,255.00 0.000 0 065 FINISHING ROADWAY LS 26,982.3200 26,982.32 0.000 0 066 CLASS 2 AGGREGATE BASE (CY) CY 84.4800 452,812.80 181.000 15,290 067 HOT MIX ASPHALT (TYPE A) TON 112.0200 2,419,632.00 670.560 75,116 068 MINOR HOT MIX ASPHALT TON 90.0000 24,300.00 0.000 0 069 DATA CORE LS 5,500.0000 5,500.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6000 480.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 11,472.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6000 8,864.00 0.000 0 073 PLACE HOT MIX ASPHALT SQYD 120.0000 1,440.00 0.000 0 (MISCELLANEOUS AREA) 074 TACK COAT TON 692.5000 29,777.50 0.000 0 075 REMOVE ASPHALT CONCRETE DIKE LF 4.2500 45,475.00 0.000 0 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1000 496,100.00 1,712.320 7,020 PROGRAM CAS145 PAGE 4 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE BASE AND SURFACING CY 100.0000 18,000.00 0.000 0 078 FURNISH STEEL PILING (HP 14 X 89) LF 60.0000 435,300.00 3,540.000 212,400.00 3,540.000 212,400 079 DRIVE STEEL PILE (HP 14 X 89) EA 2,600.0000 327,600.00 37.000 96,200.00 37.000 96,200 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 425.0000 176,800.00 0.000 0 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 675,900.00 0.000 0 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 121,600.00 0.000 0 (F) (POLYMER FIBER) 083 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 409,700.00 0.000 0 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 821.6900 210,352.64 0.000 0 (F) (TYPE N) 085 STRUCTURAL CONCRETE, BOX CULVERT CY 1,700.0000 108,800.00 0.000 0 (F) 086 12' X 12' PRECAST REINFORCED CONCRETE LF 3,589.6500 394,861.50 0.000 0 (F) BOX CULVERT 087 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,600.0000 234,000.00 0.000 0 (F) 088 CONCRETE SURFACE TEXTURE SQFT 20.0000 106,680.00 0.000 0 (F) (RANDOM ROUGH STACKED ROCK) 089 CONCRETE SURFACE TEXTURE SQFT 15.0000 32,775.00 0.000 0 (F) (LIGHT GRANITE) 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,901.2700 193,519.05 0.000 0 GIRDER (50'-60') 091 FURNISH PRECAST PRESTRESSED EA 12,901.2700 25,802.54 0.000 0 CONCRETE RECTANGULAR GIRDER (50'-60') 092 ERECT PRECAST PRESTRESSED CONCRETE EA 10,317.5400 175,398.18 0.000 0 GIRDER 093 JOINT SEAL (MR 1/2") LF 78.7400 15,118.08 0.000 0 094 BAR REINFORCING STEEL (BRIDGE) LB 1.6200 255,788.28 0.000 0 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8000 115,630.20 0.000 0 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0700 15,233.59 0.000 0 (F) 097 BAR REINFORCING STEEL (EPOXY COATED) LB 2.2900 102,553.07 0.000 0 (F) (BRIDGE) 098 HEADED BAR REINFORCEMENT EA 75.0000 2,400.00 0.000 0 (F) 099 WILDLIFE ESCAPE RAMP EA 7,500.0000 30,000.00 0.000 0 100 REMOVE RETAINING WALL (PORTION) (CY) CY 175.0000 20,825.00 80.000 14,000 101 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.2100 12,632.40 0.000 0 102 FURNISH POLYESTER CONCRETE OVERLAY CF 96.0000 83,520.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.5000 88,740.00 0.000 0 (F) 104 18" REINFORCED CONCRETE PIPE LF 128.0000 61,440.00 0.000 0 105 24" REINFORCED CONCRETE PIPE LF 158.4000 83,952.00 0.000 0 106 18" CORRUGATED STEEL PIPE (.109" THICK) LF 220.6600 233,899.60 0.000 0 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 18" CONCRETE FLARED END SECTION EA 1,300.0000 3,900.00 0.000 0 109 24" CONCRETE FLARED END SECTION EA 1,500.0000 4,500.00 0.000 0 110 REMOVE CULVERT (LF) LF 50.0000 38,500.00 72.000 3,600 111 REMOVE INLET EA 1,600.0000 4,800.00 0.000 0 112 REMOVE HEADWALL EA 1,450.0000 1,450.00 0.000 0 113 ADJUST UTILITY COVER TO GRADE EA 2,200.0000 13,200.00 0.000 0 114 REMOVE CONCRETE (CHANNEL) CY 300.0000 1,380.00 0.000 0 115 18" CURED-IN-PLACE PIPELINER LF 209.1500 50,196.00 0.000 0 116 24" CURED-IN-PLACE PIPELINER LF 194.7300 73,997.40 0.000 0 117 30" CURED-IN-PLACE PIPELINER LF 318.5400 82,820.40 0.000 0 118 ROCK SLOPE PROTECTION CY 400.0000 7,200.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 119 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 648.00 0.000 0 120 MINOR CONCRETE (CURB) (CY) CY 873.9300 28,839.69 0.000 0 121 DETECTABLE WARNING SURFACE SQFT 49.1500 1,474.50 0.000 0 122 MINOR CONCRETE (CURB AND GUTTER) CY 813.8400 73,245.60 0.000 0 123 MINOR CONCRETE (ISLAND PAVING) CY 1,638.6100 4,915.83 0.000 0 124 MINOR CONCRETE (SIDEWALK) CY 704.6000 35,230.00 0.000 0 125 MINOR CONCRETE (CURB RAMP) CY 1,365.5000 4,506.15 0.000 0 126 PRE/POST CONSTRUCTION SURVEYS EA 3,714.1700 7,428.34 0.000 0 127 MISCELLANEOUS IRON AND STEEL LB 4.0000 57,052.00 0.000 0 (F) 128 CONSTRUCT WATER SUPPLY LINE LS 1,750,000.0000 1,750,000.00 0.000 0 129 PREPARE AND STAIN CONCRETE SQFT 5.5000 34,991.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 PARKING BUMPER (PRECAST CONCRETE) EA 325.0000 6,175.00 0.000 0 131 RELOCATE MAILBOX EA 160.0000 160.00 0.000 0 132 TEMPORARY RELOCATE MAILBOX EA 510.0000 510.00 1.000 510 133 FENCE (TYPE WM, METAL POST) LF 45.8800 1,124,060.00 0.000 0 134 TEMPORARY FENCE (TYPE WM) LF 26.2200 7,866.00 0.000 0 135 16' WIRE MESH GATE EA 2,731.0000 19,117.00 0.000 0 136 18' CHAIN LINK GATE (TYPE CL-6) EA 3,277.2000 3,277.20 0.000 0 137 REMOVE FENCE LF 5.4600 92,820.00 0.000 0 138 REMOVE GATE EA 546.2000 546.20 0.000 0 139 RELOCATE GATE EA 1,966.3200 1,966.32 0.000 0 140 DELINEATOR (CLASS 2) EA 49.1500 737.25 0.000 0 141 PAVEMENT MARKER EA 11.3900 15,832.10 0.000 0 (RETROREFLECTIVE-RECESSED) 142 OBJECT MARKER (TYPE L-1) EA 81.9300 163.86 0.000 0 143 OBJECT MARKER (TYPE Q) (CA) EA 109.2400 2,184.80 0.000 0 144 REMOVE ROADSIDE SIGN EA 136.5500 5,598.55 0.000 0 145 RESET ROADSIDE SIGN EA 234.8700 469.74 0.000 0 146 RELOCATE ROADSIDE SIGN EA 131.0900 655.45 0.000 0 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.9600 2,392.00 0.000 0 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.9600 1,523.20 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.6700 154.72 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.4600 488.88 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7100 2,125.20 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH LAMINATED PANEL (1"-TYPE B) FOR SQFT 29.7700 684.71 0.000 0 RETROREFLECTIVE SHEETING (TYPE XI) 153 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.4200 1,547.00 0.000 0 154 ROADSIDE SIGN - ONE POST EA 300.4100 12,617.22 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 ROADSIDE SIGN - TWO POST EA 600.8200 6,609.02 0.000 0 156 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.9300 44,702.00 0.000 0 157 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.9600 61,527.60 0.000 0 158 WILDLIFE PASSAGEWAY (TYPE ML) (MODIFIED) EA 436.9600 1,747.84 0.000 0 159 WILDLIFE PASSAGEWAY (TYPE MM) (MODIFIED) EA 3,838.5900 15,354.36 0.000 0 160 WILDLIFE PASSAGEWAY (TYPE MS) (MODIFIED) EA 43.6900 786.42 0.000 0 161 CABLE RAILING LF 63.3600 7,413.12 0.000 0 (F) 162 TRANSITION RAILING (TYPE WB-31) EA 6,841.5500 27,366.20 0.000 0 163 END ANCHOR ASSEMBLY (TYPE SFT) EA 4,846.0900 19,384.36 0.000 0 164 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,275.9600 42,759.60 0.000 0 165 SEVERE-DUTY CRASH CUSHION EA 42,132.5000 168,530.00 0.000 0 166 CONCRETE BARRIER (TYPE 60MG) LF 100.0000 1,180,000.00 0.000 0 167 CONCRETE BARRIER (TYPE 60MGA) LF 155.0000 17,980.00 0.000 0 168 CONCRETE BARRIER (TYPE 60MGP) LF 175.0000 26,250.00 0.000 0 169 CONCRETE BARRIER (TYPE 60MGPT) LF 190.0000 7,600.00 0.000 0 170 CONCRETE BARRIER (TYPE 842) (MODIFIED) LF 160.0000 16,000.00 0.000 0 171 CONCRETE BARRIER TRANSITION LF 275.0000 12,375.00 0.000 0 (F) 172 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 170.0000 80,070.00 0.000 0 (F) 173 REMOVE GUARDRAIL LF 9.0000 9,270.00 125.000 1,125 174 REMOVE CONCRETE BARRIER LF 29.8600 113,169.40 0.000 0 175 REMOVE CRASH CUSHION EA 2,850.6400 5,701.28 1.000 2,850 176 SALVAGE CRASH CUSHION EA 1,482.3400 2,964.68 0.000 0 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 12,138.00 0.000 0 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6900 193.46 0.000 0 179 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 4,480.00 0.000 0 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.6900 495.03 0.000 0 (BROKEN 12-3) 181 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 40,035.00 5,068.000 4,307 PROGRAM CAS145 PAGE 8 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 REMOVE PAINTED PAVEMENT MARKING SQFT 2.8500 5,529.00 337.000 960 183 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.5500 864.50 0.000 0 184 6" METHYL METHACRYLATE PAINT LF 4.2700 209,657.00 0.000 0 TRAFFIC STRIPE (RECESSED) 185 6" METHYL METHACRYLATE PAINT LF 1.5400 37,884.00 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 18-12) 186 6" METHYL METHACRYLATE PAINT LF 2.5600 1,894.40 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 12-3) 187 8" METHYL METHACRYLATE PAINT LF 5.6900 23,613.50 0.000 0 TRAFFIC STRIPE (RECESSED) 188 8" METHYL METHACRYLATE PAINT LF 2.5600 7,705.60 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 12-3) 189 METHYL METHACRYLATE PAINT TRAFFIC SQFT 22.7700 21,176.10 0.000 0 STRIPE CROSSWALK AND PAVEMENT MARKING (RECESSED) 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,210.9800 10,210.98 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LOCATING AND MAPPING UNDERGROUND LS 39,326.4500 39,326.45 0.000 0 FACILITIES 192 LIGHTING SYSTEM LS 102,109.7800 102,109.78 0.000 0 193 2" CONDUIT (BRIDGE) LS 610.5300 610.53 0.000 0 194 3" CONDUIT (BRIDGE) LS 854.7400 854.74 0.000 0 195 PORTABLE TEMPORARY LIGHTING SYSTEM EA 51,054.8900 102,109.78 0.000 0 196 MODIFYING EMS SYSTEM LS 102,109.7800 102,109.78 0.000 0 197 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 198 24" CORRUGATED STEEL PIPE (.109" THICK) LF 257.8100 30,937.20 0.000 0 199 PAINTED STALL LINES AND PAVEMENT SQFT 3.4200 1,504.80 0.000 0 MARKINGS 200 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 819.3000 4,915.80 0.000 0 METHOD) 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 DRILL AND BOND DOWEL LF 105.9700 1,059.70 0.000 0 203 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 204 18" SLOTTED CORRUGATED STEEL PIPE LF 249.0700 1,282,710.50 0.000 0 (.138" THICK) PROGRAM CAS145 PAGE 9 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:56 AM ESTIMATE NO. 005 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 565,823.72 1,208,872.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 565,823.72 1,208,872.90 205 MOBILIZATION LS 2,500,000.0000 2,500,000.00 0.500 1,250,000.00 0.500 1,250,000 ORIGINAL CONTRACT AMOUNT 23,625,359.20 TOTAL WORK COMPLETED 1,815,823.72 2,458,872.90 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -78,732.04 -78,732.04 TOTAL 1,737,091.68 2,380,140.86 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 205 MOBILIZATION 2,362,535.92 2,500,000.00 137,464.08 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 06/03/20 245 08/27/20 07/29/20 08/31/21 71 27 0 0 10% 29% PROGRESS IS SATISFACTORY NATHAN ALTERON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/20